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South River Terrace Phase 2 SOUTH 111:::ZIVE111:::;;I: TE111:::t. RACE PHASE2 TL 1200 & 1400 TOWNSHIP 2 SOUTH , RANGE 1 WEST , SEC . 7 W. M . CITY OF TIGARD WASHINGTON COUNTY, OREGON .I , II J 1 GROSS ACREAGE : 41 .48 AC (145 SINGLE FAMILY LOTS, 12 MULTIFAMILY LOTS) I\�\ /ivy KESSLER LN 1 / I BENCHMARK: UTILITIES & SERVICES: I\ I_\ ' WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET WATER: CITY OF TIGARD WATER, [P] 503-718-2591 _ � SW DARLING LANE IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR STORM: CITY OF TIGARD [P] 503-639-4171 --?� I l - I ' PROJECTED CENTERLINE OF S.W. 175 AVE. SEWER: CITY OF TIGARD [P] 503-639-4171 L Milli I PACIFIC COMMUNITY DESIGN POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 * =W,. J a I 12564 SW Main Street Tigard, OR ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 GAS: NORTHWEST NATURAL, [P] 503-721-2512 0 4,/r. I 97223 FIRE: TUALATIN VALLEY FIRE Et RESCUE, [P] 503-649-8577 SW BULL MOUNTAIN RD. , I [T] 503-941-9484 APPLICANT: POLICE: CITY OF TIGARD, [P] 503-629-0111 A - ®T- o I _I l SCHOOL: TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000 8 I �� 111111111111 - 71 I SW EVERTON STREET TAYLOR MORRISON, INC PARKS: CITY OF TIGARD, [P] 503-645-6433 m J : ► �1""'ll"' J o I 0 A A111E111111 z 703 BROADWAY ST PHONE: FRONTIER, [P] 503-277-2383 05 r 1111111111111 _- > w 1ST SUBMITTAL: 01/04/2022 VANCOUVER, WA 98660 WASTE DISPOSAL: WASTE MANAGEMENT, [P] 800-808-5901 1111111111111 - w I z P 1111111 111 - Lj 0 w1 [P] 360-695-7700 CABLE: COMCAST, [P] 800-266-2278 - ■��■ -- o > CONTACT: CHRIS WALTHER - �= ��■ -_ 0 m al REVISIONS TRAFFIC ENGINEER: - �,',',',',',� I I I1-- t.) NO. DATE DESCRIPTION OWNERS: KITTELSON & ASSOCIATES, INC cDcc0 TAYLOR MORRISON, INC 610 SW ALDER STREET, STE 700 PROJECT SITE �ce w _ _ _ _NE , vI PORTLAND, OR 97205 w SW RUBICON LA [P] 503-228-5230 - 1 PLANNER: CONTACT: JULIA KUHN, PE "' I I ::, I J l PACIFIC COMMUNITY DESIGN, INC I I /'OPS 1256 . „ ,,<,• j 4 SW MAIN ST. GEOTECHNICAL ENGINEER: ____ \TIGARD, OR 97223 GEODESIGN, INC./NV5 , _ S� [P] 503-941-9484 15575 SW SEQUOIA PARKWAY, SUITE 100 AS-BUILT CONTACT: STACY CONNERY, AICP PORTLAND, OR 97224 \ ` - [P] 503-968-8787 VICINITY MAP I I DATE 12/07/2022 CIVIL ENGINEER: \Silk KCS CONTACT: SHAWN DIMKE, G.E., P.E. PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. SHEET INDEX: SHEET INDEX CONT.: 1 c 4 TIGARD, OR 97223 100 COVER SHEET 301 SDLN-14 STORM PLAN &t PROFILE / SWR/IiE 1 _ [P] 101 GENERAL CONSTRUCTION NOTES 302 SDLN-14 STORM PLAN Et PROFILE RRq \ P 503-941 9484 1 / TE CONTACT: KC SCHWARTZKOPH, PE 102 GENERAL CONSTRUCTION NOTES 303 SDLN-14 STORM PLAN &t PROFILE I / CBO0<F•V \ SURVEYOR: 103 EXISTING CONDITIONS Et DEMOLITION PLAN 305 SDLN-16 STORM PLAN Et PROFILE b _ _ ___ _ _ �� qR0 104 EXISTING CONDITIONS Et DEMOLITION PLAN4 PACIFIC COMMUNITY DESIGN, INC 105 SITE PLAN PHASE 2 NORTH 306 SDLN-17 STORM PLAN & PROFILE SW PERTH ROAD 106 SITE PLAN - PHASE 2 SOUTH tit 12564 SW MAIN ST. 307 SDLN-18 Et SDLN-19 STORM PLAN Et PROFILE / I - - - - __----)" TIGARD, OR 97223 107 OVERALL GRADING PLAN 308 SDLN-20 STORM PLAN & PROFILE I I SPLO 108 GRADING PLAN - PHASE 2 NORTH 309 SDLN 21 STORM PLAN Et PROFILE �� [P] 503-941-9484 109 GRADING PLAN - PHASE 2 SOUTH I I �� ., CONTACT: TRAVIS JANSEN, PLS, PE 310 SDLN-21 STORM PLAN Et PROFILE % S 110 LOT GRADING SECTIONS 311 SDLN-22 STORM PLAN a PROFILE 111 LOT GRADING SECTIONS 312 SDLN-23 STORM PLAN & PROFILE I R:avit,ARBORIST: 112 WALL DETAILS ievtace, a 313 SDLN-24 STORM PLAN Et PROFILE o �I MORGAN HOLEN & ASSOCIATES 113 WALL DETAILS 314 SDLN-25 STORM PLAN Et PROFILE 114 RIVER TERRACE SOUTH CULVERT CROSSING 3 MONROE PARKWAY, SUITE P220 315 SDLN-26 &t SDLN-27 STORM PLAN &t PROFILE w N LAKE OSWEGO, OR 97035 115 RIVER TERRACE SOUTH CULVERT CROSSING 316 SDLN-28 STORM PLAN Et PROFILE SCALE AS-BUILT TayIorMorrison . [P] 971-409-9354 116 RIVER TERRACE SOUTH CULVERT CROSSING 317 SDLN-5 &t SDLN-8 STORM PLAN &t PROFILE 200 0 100 200 CONTACT: MORGAN HOLEN 117 CULVERT CROSSING DETAILS 318 WATER QUALITY FACILITY PLAN Et PROFILE --m 118 CULVERT CROSSING DETAILS 319 WATER QUALITY FACILITY SECTIONS 1 INCH = 200 FEET These As-Built Drawings have been prepared based upon red-lined plan au 119.1 CULVERT CROSSING DETAILS information provided by the construction contractor, field survey of w 320 SDLN-29 Et SDLN-30 STORM PLAN Et PROFILE manholes, mainlines and service lateral location markers for both sanitary LANDSCAPE ARCHITECT: 119.2 CULVERT CROSSING DETAILS Y SOUTH RIVER o PACIFIC COMMUNITY DESIGN, INC 120 COMPOSITE UTILITY PLAN D3.01 STORM DETAILS and storm utilities, construction staking field notes (when applicable) and 121 COMPOSITE UTILITY PLAN field changes noted during construction inspections. The location and IL w 12564 SW MAIN ST. 122 TREE PRESERVATION AND REMOVAL PLAN D3.02 STORM DETAILS (2) elevation of underground utilities shown herein are approximate only and N TIGARD, OR 97223 123 TREE PRESERVATION AND REMOVAL PLAN D3.03 STORM DETAILS (3) must be field verified prior to any connection thereto or excavation in the TERRACE [P] 503-941-9484 D3.04 STORM DETAILS (4) immediate vicinity thereof. CONTACT: KRISTINA KOLTAVARY, RLA 201 SW RIVER TERRACE BLVD STREET PLAN Et PROFILE D3.05 STORM DETAILS (5) 3 SHEET INDEX CONT.: 202 SW RIVER TERRACE BLVD STREET PLAN &t PROFILE 0 401 SSLN-E SANITARY SEWER PLAN Et PROFILE DATE PHASE 2 0 NATURAL RESOURCE CONSULTANT: 203 SW RIVER TERRACE BLVD STREET PLAN &t PROFILE L2.01 OPEN SPACE - LAYOUT PLAN 402 SSLN-G SANITARY SEWER PLAN Et PROFILEAPPROVED SWCA ENVIRONMENTAL CONSULTANTS 204 SW PERTH ROAD STREET PLAN Et PROFILE 403 SSLN-G SANITARY SEWER PLAN Et PROFILE L2.02 OPEN SPACE LAYOUT Et GRADING PLAN a 205 SW PERTH ROAD STREET PLAN Et PROFILE L3.01 OPEN SPACE - PLANTING PLAN r., 434 NW SIXTH AVENUE, STE 304 404 SSLN-H SANITARY SEWER PLAN Et PROFILE 206 SW EVERTON STREET STREET PLAN a PROFILE L3.02 OPEN SPACE - PLANTING PLAN PROFF = PORTLAND, OR 97209 405 SSLN-H SANITARY SEWER PLAN Et PROFILE 207 SW RUBICON LANE STREET PLAN Et PROFILE L3.03 OPEN SPACE - PLANTING PLAN w [P] 503-224 0333 208 SW 165TH AVENUE STREET PLAN Et PROFILE 406 SSLN H SANITARY SEWER PLAN Et PROFILE L3.04 OPEN SPACE - PLANTING PLAN �� G►NFA > CONTACTS: MIRTH WALKER, PWS, CWD 407 SSLN-I SANITARY SEWER PLAN Et PROFILE NEIGHBORHOOD F,� N4-4.,p 0 SW .-_iANY TER....CE STREET PLAN Et k 408 SSLN-J SANITARY SEWER PLAN &t PROFILE L3.05 OPEN SPACE - PLANTING PLAN 64450PE 210 SW YARRA LANE STREET PLAN Et PROFILE L3.06 OPEN SPACE - PLANTING LEGEND, DETAILS Et NOTES PARK SHEET INDEX 409 SSLN-K SANITARY SEWER PLAN Et PROFILE . 6x�w� 0 211 SW 168TH AVENUE STREET PLAN Et PROFILE L4.01 OPEN SPACE - CONSTRUCTION DETAILS CONSTRUCTION NOTES 410 NOT USED L1.01 PARK - LAYOUT PLANOREGON ^ a 212 SW RIVERDELL LANE STREET PLAN Et PROFILE L4.02 OPEN SPACE - CONSTRUCTION DETAILS o BASED ON OUR REVIEW THE GRADING PLANS ARE IN 213 SW 169TH AVENUE STREET PLAN Et PROFILE L4.03 OPEN SPACE - CONSTRUCTION DETAILS i 411 SSLN-M SANITARY SEWER PLAN Et PROFILE L1 .02 PARK - LAYOUT PLAN FG 1+• 9, 20o O� 7, ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. 214 SW DEVLIN COURT AND SW RIO PLACE STREET 412 SSLN-N SANITARY SEWER PLAN & PROFILE L4.04 OPEN SPACE CONSTRUCTION DETAILS L2.01 PARK - PLANTING PLAN SLC �1. C, 415 SSLN-P SANITARY SEWER PLAN Et PROFILE L2.02 PARK - PLANTING PLAN • SCHW t" ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE PLAN Et PROFILE L4.05 OPEN SPACE FURNITURE DETAILS DECEMBER 5, 2014 GEOTECHNICAL REPORT AND APRIL 4, 215 SW CAYENNE COURT AND SW CHETCO COURT 416 SSLN-Q &t SSLN-R SANITARY SEWER PLAN Et PROFILE L4.06 OPEN SPACE - PLAYGROUND EQUIPMENT DETAILS L2.03 PARK PLANTING LEGEND, NOTES, &t DETAILS RENEWS: JUNE 30, 2024 D 2018 GEOTECHNICAL REPORT UPDATE FOR THE SITE. STREET PLAN Et PROFILE 417 SSLN-S SANITARY SEWER PLAN & PROFILE L5.01 RIVER TERRACE BLVD PLANTING PLAN L3.01 PARK - CONSTRUCTION DETAILS LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND 216 SW NOOSA COURT STREET PLAN Et PROFILE 418 SSLN-T Et SSLN-U SANITARY SEWER PLAN Et PROFILE L5.02 RIVER TERRACE BLVD PLANTING PLAN L3.02 PARK CONSTRUCTION DETAILS N CONSTRUCTED IN ACCORDANCE WITH THE (05/21/2021) 217 ALLEY 1 STREET PI AN Ft PROFILE L5.03 RIVER TERRACE BLVD - PLANTING PLAN L3.03 PARK - CONSTRUCTION DETAILS COVER = D4.01 SEWER DETAILS L3.04 PARK - CONSTRUCTION DETAILS a RETAINING WALL DESIGN MEMO FOR THE SITE. 218 ALLEY 2 STREET PLAN a PROFILE D4.02 SEWER DETAILS (2) L5.04 RIVER TERRACE BLVD - PLANTING PLAN L3.05 PARK CONSTRUCTION DETAILS _° 219 ALLEY 3 STREET PLAN Et PROFILE L5.05 RIVER TERRACE BLVD - PLANTING PLAN SHEET BY: L3.06 PARK - CONSTRUCTION DETAILS ��Al NOW �' ALLEY 4 STREET PLAN a PROFILE 501 WATER PLAN L5.06 RIVER TERRACE BLVD - PLANTING PLAN L3.07 PARK PLAY EQUIPMENT DETAILS GEODESIGN, INC L5.07 RIVER TERRACE BLVD - PLANTING PLAN 502 WATER PLAN L3.08 PARK - IRRIGATION SPECIFICATIONS o Si` Dig `"Safely "I CR1 CURB RETURNS 503 SW RIVER TERRACE BLVD WATER PLAN Et PROFILE L5.08 RIVER TERRACE BLVD - PLANTING PLAN CR2 CURB RETURNS L5.09 RIVER TERRACE BLVD - PLANTING PLAN `& Oregon. -i 504 SW RIVER TERRACE BLVD WATER PLAN &t PROFILE Cl PARK - GRADING PLAN 0 CallbIorew�dig. . ,.i CURB RETURNS 505 SW PERTH ROAD WATER PLAN Et PROFILE L5.10 RIVER TERRACE BLVD - PLANTING LEGEND, NOTES Et DETAILS 0 CR4 CURB RETURNS L5.11 RIVER TERRACE BLVD - IRRIGATION SPECIFICATIONS POND COMMUNITY N � ` CR5 CURB RETURNS D5.01 WATER DETAILS a;�$ - Aar. CR6 CURB RETURNS D5.01 WATER DETAILS (2) EC1 EROSION Et SEDIMENT CONTROL COVER SHEET AMENITIES SHEET INDEX: ATTENTION: CR7 CURB RETURNS EC2.1 EXISTING CONDITIONS Et DEMOLITION PLAN L0.01 COVER SHEET a CR8 CURB RETURNS EC2.2 EXISTING CONDITIONS &t DEMOLITION PLAN Ln OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY SS1 SIGNAGE AND STRIPING PLAN L1 .01 LAYOUT PLAN o NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH CR9 CURB RETURNS SS2 ROUNDABOUT SIGNAGE AND STRIPING PLAN EC2.3 EXISTING CONDITIONS Et DEMOLITION PLAN PROJECT NO.: 395-103 on CR10 CURB RETURNS EC3.1 EROSION AND SEDIMENT CONTROL PLAN L2.01 PLANTING PLAN 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. CR11 CURB RETURNS SS3 SIGNAGE AND STRIPING DETAILS EC3.2 EROSION AND SEDIMENT CONTROL PLAN L2.02 PLANTING LEGEND &t DETAILS TYPE: CONSTRUCTION .03 WATER QUALITY SWALE NOTES & DETAIL CR12 CURB RETURNS EC4 EROSION AND SEDIMENT CONTROL DETAILS REVIEWED BY: KCS o THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 L3.01 CONSTRUCTION DETAILS CR13 CURB RETURNS o L1.01 TREE CANOPY - PLANTING PLAN L3.02 CONSTRUCTION DETAILS CR14 ROUNDABOUT GEOMETRY PLAN IL-1 ILLUMINATION NOTES AND DETAILS o THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS CR15 ROUNDABOUT CURB RETURN PERTH ROAD WESTERLY L1.02 TREE CANOPY - PLANTING PLAN IL 2 LIGHTING TABLE L3.03 CONSTRUCTION DETAILS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON CR16 ROUNDABOUT CURB RETURN RIVER TERR BLVD NORTHERLY L1.03 TREE CANOPY - PLANTING PLAN L3.04 CONSTRUCTION DETAILS LfT,as SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION L1 .04 TREE CANOPY - PLANTING PLAN IL-3 ILLUMINATION PLAN M CR17 ROUNDABOUT CURB RETURN PERTH ROAD EASTERLY IL-4 ILLUMINATION PLAN L3.05 CONSTRUCTION DETAILS CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY L1 .05 TREE CANOPY - PLANTING LEGEND, NOTES Et DETAILS L3.06 CONSTRUCTION DETAILS INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. CR18 ROUNDABOUT CURB RETURN RIVER TERR BLVD SOUTHERLY L1 .06 TREE CANOPY PLANTING NOTES Et DETAILS IL-5 PHOTOMETRIC DIAGRAM CR19 PARKING LOT Et FIRE TURNAROUND DIMENSION PLAN IL 6 PHOTOMETRIC DIAGRAM L3.07 IRRIGATION SPECIFICATIONS z 1 0 0 D2.01 STREET DETAILS C1 GRADING PLAN D2.02 STREET DETAILS (2) D2.03 STREET DETAILS (3) I GENERAL STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF CONSTRUCTION, 2008. 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES UNLESS OTHERWISE NOTED ON PLANS. BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST r 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. TRANSPORTATION, FHWA, CURRENT EDITION. 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED "DESIGN AND CONSTRUCTION STANDARDS". SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. RESULTING FROM THE PROSECUTION OF THE WORK. MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM 12.SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 2.00% UNLESS OTHERWISE NOTED ON PLANS. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S INSPECTOR. (INSPECTION HOT LINE#(503) 681-4444) £t CITY OF TIGARD ENGINEERING £t 13.ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONSTRUCTION SERVICES INSPECTOR. TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE Et RESCUE) CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. BE DONE AT THE PERMIT HOLDERS EXPENSE. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE RESOURCES' REQUIREMENTS. 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED GREEN. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER(SEE DETAIL 290 ST) GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20 (CWS). EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR 1:111rilq:1111) 15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED CONSTRUCTION WORK. FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG PACIFIC COMMUNIT" r-"- -N AREAS WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). 12564 SW Main Street Tigard, OR STREETS 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS 97223 NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC [T] 503-941-9484 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. WATER CONSTRUCTION NOTES HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING 1.ALL JOINTS TO BE RESTRAINED. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). 1ST SUBMITTAL: 01/04/2022 THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED REVISIONS 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS 4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE BY THE CITY MANAGER. "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE NO. DATE DESCRIPTION ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION CONSTRUCTION SITE AT ALL TIMES. REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED BUILDINGS TO THE SEWER SYSTEM. 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) TO 9:00 A.M. 3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED STANDARDS. PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0"CRUSHED ROCK. THE 6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. UNLESS AUTHORIZED BY THE CITY ENGINEER. REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 7.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE AGREEMENT NOTE#5.) 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS IN THE USA. PIPE SHALL BE "TYTON"JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ WITH AT LEAST 2" OF HOT MIX ASPHALT. 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE 8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION AS-BUILT PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. BE 3/4"-0" GRAVEL. SHALL ALSO BE PROVIDED FOR. ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. GRADING NOTES 9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE DATE 12/07/2022 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL OPERATING NUT EXTENSIONS WILL BE REQUIRED. REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND APPROVED KC8 1. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE ASSURE PUBLIC SAFETY. WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE -4 ` CONSTRUCTION-DEVELOPMENT PLAN SET. 11. A 4X4X8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2"WATER SERVICE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE LOCATION AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE)TEE, 6" FLG. X MJ GATE VALVE, 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. it TIME. 6"MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6"MJ, 5 (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE 1/4"MVO, 3 PORT (2-2 1/2" NST HOSE CONNECTION, 1-4 1/2" NST PUMPER,) 1 'h" PENTAGON COVERED BY THE PERMIT. .6' CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES °' ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO A-423WATERIOUS PACER 6790, CLOW MEDALLION. 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL c_ DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 'h CUBIC ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE N. YARDS OF CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. W� TeAnkige. 0 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM SEPARATE THE ROCK FROM THE EARTH COVER. CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES W BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED r, BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY cv PERFORMANCE. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON TaylorMorrison® r i CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF BOTH SIDES OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY THEY MUST BE MADE AT A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 11/2" OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE °' -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER APPROXIMATELY 90 DEGREES WITH AT LEAST 18"OF SEPARATION BELOW THE WATER LINE. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. L FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER o AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER SOUTH RIVER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING HOUR WITH A MAXIMUM LOSS OF 5 PSI. LU A 12 INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT vl 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR 3 ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL EASEMENTS. TERRACE UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME O 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A PRE ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER REPORT/RECOMMENDATION CHANGES. PHASE 2 a CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY NA 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR LITER.)THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. = SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE a HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND w (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. PR��C' o SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED)WATER SHALL BE RETAINED IN AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. ��,,\GINE." / cRi o THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT 64450PE 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A K6 Lxw __ o ETC.). WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND WITH LIKE KIND AND MATERIAL. SCHEDULE FOR PERIODIC (QUARTERLY)MAINTENANCE OF THE WATER QUALITY FACILITY. � � OREGON ^ Z ri BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS F. 94, 2p0 pQ O 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. 4 9° '�� M STORM AND SANITARY SEWERS WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SC FM t\ ' DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC RENEWS: JUNE 30, 2024 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND a METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER EFFECTIVE DRAINAGE CONTROL. DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL N 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE CONSTRUCTION = DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. is THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. TRAINED TIGARD WATER WORKER. NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH NOTES OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY REVISION 11/27/17 E CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE 3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. cn 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS Y LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2"-0" BURY, WITH A 3/a" FIPT (FEMALE IRON EXPENSE. Lc) 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D 3034 PIPE THREAD) INLET, AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ✓ (SDR 35). O ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE N SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD)WILL ENABLE THE SAMPLING a AREAS IS 90%. STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE Ln BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A 1%" BALL VALVE SHALL BE PROJECT NO.: 395-103 c 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. TYPE: CONSTRUCTION REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS REVIEWED BY: KCS L CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. (OWNERS.)ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL- o OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK o PRIOR TO DOING ANY TESTING OR VIDEO TAPING. VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF Lil a, SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE a PIECE 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE END PAINTED SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW Z IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL PRIOR TO PERMIT SUBMISSION: •• TWO 12-FOOT TRAVEL LANES • 28-FOOT FULL STREET: 25. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN ANY APPLICABLE U.S. ARMY •• 6-FOOT BIKE LANES •• TWO TRAVEL LANES WITH PARKING ON ONE SIDE CORPS OF ENGINEERS/DEPARTMENT OF STATE LANDS PERMITS. 1. THE CITY OF TIGARD IS RESPONSIBLE FOR THE APPROVAL OF NEW STREET NAMES AND ASSIGNING •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET ADDRESSES FOR PARCELS WITHIN THE CITY OF TIGARD. SUBMIT AN AUTOCAD FILE OF THE PRELIMINARY SECTION CROSS SECTION 26. PRIOR TO COMMENCING SITE IMPROVEMENTS, A FINAL GRADING PLAN SHALL BE SUBMITTED SHOWING PLAT FOR THE REVIEW OF STREET NAME AND ASSIGNING ADDRESSES. CONTACT OSCAR CONTRERAS WITH • 5-FOOT PLANTERS • 5-FOOT PLANTER ON THE WEST SIDE THE EXISTING AND PROPOSED CONTOURS. THE PLAN SHALL DETAIL THE PROVISIONS FOR SURFACE ENGINEERING DIVISION AT 503-718-2678 FOR THE SUBMISSION OF THE AUTOCAD FILE AND ENSURING • 6-FOOT CONCRETE SIDEWALKS • 5-FOOT CONCRETE SIDEWALKS DRAINAGE OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO ENSURE THAT SURFACE DRAINAGE IS THAT NEW STREET NAMES ARE APPROVED AND ADDRESSES ARE ASSIGNED. PRIOR TO PERMIT SUBMISSION • ROUNDABOUT AT RIVER TERRACE BLVD • EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING PAY THE ADDRESSING FEE. THE ADDRESS FEE SHALL BE ASSESSED IN ACCORDANCE WITH THE CURRENT DIVISION. MASTER FEE SCHEDULE. SW BULL MOUNTAIN RD WEST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: SW CAYENNE CT [YARRA] SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: • 74-FOOT RIGHT OF WAY DEDICATION 27. A MEMO PREPARED BY GEODESIGN DATED APRIL 4, 2018 LISTED SEVERAL REPORTS AND MEMOS RELEVANT PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS: • 50-FOOT FULL STREET: • 41-FOOT PRIVATE STREET TRACT TO THE PROPOSED DEVELOPMENT. PRIOR TO COMMENCING SITE IMPROVEMENTS SUBMIT A SUMMARY AND •• 14-FOOT HALF MEDIAN/TURN LANE • 24-FOOT FULL STREET: RELEVANT RECOMMENDATIONS TO THE PROPOSED DEVELOPMENT TO ENGINEERING FOR REVIEW AND 2. PRIOR TO ANY SITE WORK, THE PROJECT ARBORIST SHALL PERFORM A SITE INSPECTION FOR TREE •• TWO 12-FOOT TRAVEL LANES •• TWO TRAVEL LANES WITH PARKING ON ONE SIDE APPROVAL. THE RECOMMENDATIONS SHALL BE INCORPORATED INTO THE FINAL GRADING PLAN AND A PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN •• 6-FOOT BIKE LANES •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS FINAL CONSTRUCTION SUPERVISION REPORT MUST BE FILED WITH THE ENGINEERING DEPARTMENT PRIOR AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE CITY MANAGER •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION TO ISSUANCE OF BUILDING PERMITS. OR DESIGNEE WITHIN ONE WEEK OF THE SITE INSPECTION. SECTION • 5-FOOT PLANTER ON THE WEST SIDE • 6.5-FOOT PLANTER ON THE NORTH SIDE OF THE STREET • 5-FOOT CONCRETE SIDEWALKS 28. THE DESIGN ENGINEER SHALL INDICATE, ON THE GRADING PLAN, WHICH LOTS WILL HAVE NATURAL 3. THE PROJECT ARBORIST SHALL PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE • 5-FOOT CONCRETE SIDEWALK ON THE NORTH SIDE OF THE STREET SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, • 8-FOOT PLANTER ON THE SOUTH SIDE OF THE STREET SW NOOSA CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL GRADING DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN • 6-FOOT CONCRETE SIDEWALK ON THE SOUTH SIDE OF THE STREET, A PORTION OF WHICH TO BE INSPECTIONS AND/OR PERMITS WILL BE NECESSARY WHEN THE LOTS DEVELOP. VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK CONSTRUCTED WITHIN A PUBLIC SIDEWALK EASEMENT • 35-FOOT PRIVATE STREET TRACT OF THE SITE INSPECTION. • 24-FOOT FULL STREET: 29. PRIOR TO COMMENCING OF SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT SITE PLANS SHOWING SW PERTH RD WEST OF SW 168 AVENUE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: •• TWO TRAVEL LANES LOCATION OF THE STREET MONUMENTS TO ENGINEERING FOR REVIEW AND APPROVAL. 4. PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A FEE IN THE AMOUNT OF$18,785 FOR THE • 70-FOOT RIGHT OF WAY DEDICATION •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS CITY'S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY • 46-FOOT FULL STREET: SECTION 30. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT AUTOCAD FILE OF THE CONSTRUCTION PLAN TO PLAN OF NINE RETAINED OPEN GROWN TREES, 649 PLANTED TREES, AND ONE RETAINED STAND OF TREES •• 12-FOOT HALF MEDIAN/TURN LANE • 5-FOOT CONCRETE SIDEWALKS THE CITY FOR GIS PURPOSES. $168 FIRST TREE+ $18,396 ($28 X 657) + ($221 X 1)= $18,785. SUBJECT TO FEE CHANGES EVERY JULY. •• TWO 11-FOOT TRAVEL LANES • MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION •• 6-FOOT BIKE LANES PRIOR TO FINAL PLAT APPROVAL PACIFIC COMMON IT" N 5. PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A TREE ESTABLISHMENT BOND IN THE •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SW RIO PLACE [RIVERDELL] AND DEVIN CT [169TH] SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: 12564 SW Main Street Tigard, OR AMOUNT OF$359,546 (649 PANTED TREES X$554/TREE). FEES SUBJECT TO CHANGE EVERY JULY. SECTION 31. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT A WRITTEN DETERMINATION PROVIDED 97223 • 5.5 FOOT PLANTERS • 36 FOOT PRIVATE STREET TRACT BY THE PARKS AND FACILITIES DIVISION MANAGER REGARDING DEDICATION OF PROPOSED PARKS, [T] 503-941-9484 6. PRIOR TO ANY SITE WORK, THE APPLICANT SHALL SUBMIT A REVISED SOIL VOLUME PLAN TO • 6-FOOT CONCRETE SIDEWALK • 24-FOOT FULL STREET: DEMONSTRATE THE SOIL VOLUME STANDARD IS MET. • ADEQUATE RIGHT OF WAY CORNER RADIUS FOR FUTURE SIGNAL AT PERTH RD/ROY ROGERS RD •• TWO TRAVEL LANESPLAYGROUNDS OR OTHER PUBLIC USES. •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS 7. PRIOR TO ANY SITE WORK OR ISSUANCE OF ANY PERMITS (EXCEPT EARLY GRADING), THE APPLICANT SW PERTH RD EAST OF SW 168TH AVENUE AND WEST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL SECTION 32. PRIOR TO FINAL PLAT APPROVAL AND PERMIT ISSUANCE OF THE PROPOSED SALES OFFICE AND MODEL 1ST SUBMITTAL: 01/04/2022 SHALL WITHDRAW PRIOR LAND USE APPROVALS FOR THE SUBJECT SITE PDR2015-00004 AND BE SHOWN TO HAVE: • 5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE HOMES, THE APPLICANT SHALL DEMONSTRATE THAT THE FOLLOWING MEASURES ARE IN PLACE: PDR2016-00006. • 58-FOOT RIGHT OF WAY DEDICATION • 5-FOOT PLANTER ON THE WEST SIDE a. PROVISION OF ADEQUATE FIRE ACCESS AND WATER SUPPLY, INCLUDING FIRE HYDRANTS, AS • 34-FOOT FULL STREET • MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION DETERMINED BY THE TVF&R. REVISIONS 8. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY •• TWO 11-FOOT TRAVEL LANES b. PROVISION OF SAFE AND ADEQUATE PEDESTRIAN AND VEHICLE ACCESS, INCLUDING A SIDEWALK DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, •• 6-FOOT BIKE LANES SW CHETCO COURT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ALONG THE FRONTAGE OF EACH MODEL HOME LOT AND CURBS AND THE FIRST LIFT OF ASPHALT ON ALL NO. DATE DESCRIPTION EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS SHALL •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: SECTION • 35.5-FOOT PRIVATE STREET TRACT c. INSTALLATION OF UTILITIES WITHIN ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. • 6-FOOT CONCRETE SIDEWALK T PLANTERS ••28-FOOT FULL STREET: • CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS • TWO TRAVEL LANES WITH PARKING ON BOTH SIDES d. PROVISION OF ADEQUATE PARKING. • CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS • ROUNDABOUT AT RIVER TERRACE BLVD •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS • TIGARD COMMUNITY DEVELOPMENT CODES, MUNICIPAL CODES SECTION 33. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL PROVIDE AUTHORIZATION, BINDING ITS • FIRE CODES SW PERTH RD EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: • 5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE SUCCESSORS AND ASSIGNS, FOR THE CITY TO ENTER THE PROPERTY AND TAKE SUCH ACTIONS AS ARE • OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES • 58-FOOT RIGHT OF WAY DEDICATION • STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS NECESSARY TO DEMOLISH AND REMOVE ANY TEMPORARY SALES OFFICE OR MODEL HOME THAT HAS BEEN • 36-FOOT FULL STREET: • MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION DECLARED A NUISANCE. THE APPLICANT SHALL POST A PERFORMANCE BOND IN FAVOR OF THE CITY IN AN 9. IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY •• TWO 12-FOOT TRAVEL LANES AMOUNT DESIGNATED IN THE TEMPORARY USE APPROVAL AS A REASONABLE ESTIMATE OF THE COST DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, •• 6-FOOT BIKE LANES PRIVATE ALLEY OFF CAYENNE CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: SUFFICIENT FOR THIS PURPOSE. THE BOND SHALL BE RELEASED UPON FINAL PLAT APPROVAL.EASEMENTS, As_BuiLT SUBJECT TO HEEMENT CITY ENGINEERSS, AND REVI REVILITY IEW, O AND APPROVAL.ECTION FOR UTILITY EXTENSIONS ARE •• ASPHALT CROSS SECTION PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD NEIGHBORHOOD ROUTE • 20-FOOT PRIVATE ALLEY TRACT WITH TURNOUT 34. PRIOR TO FINAL PLAT APPROVAL, ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES • 5-FOOT PLANTERS • 20-FOOT FULL STREET: INCLUDING BUT NOT LIMITED TO STREET IMPROVEMENT UNDER THE CITY OF TIGARD JURISDICTION SHALL DATE 12/07/2022 10. PRIOR TO COMMENCING SITE IMPROVEMENTS, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS • 5-FOOT CONCRETE SIDEWALKS •• TWO TRAVEL LANES, INCLUDING CURB AND GUTTER BE COMPLETED OR BONDED FOR. THE APPLICANT SHALL OBTAIN CONDITIONAL ACCEPTANCE FROM THE APPROVED KC8 REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK INCLUDING STORMWATER WATER • ROUNDABOUT AT RIVER TERRACE BLVD •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS CITY, AND PROVIDE A ONE-YEAR MAINTENANCE ASSURANCE FOR SAID IMPROVEMENTS. QUALITY AND QUANTITY FACILITIES AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. FOUR (4) SETS SECTION OF DETAILED PUBLIC IMPROVEMENT PLANS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEERING SW RIVER TERRACE BLVD NORTH OF SW PERTH AVENUE AND SOUTH OF SW NOOSA COURT SHALL INCLUDE • MOUNTABLE CURB AND GUTTER 35. PRIOR TO FINAL PLAT APPROVAL, ALL PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO STORM .,r DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBLIC AND SHALL BE SHOWN TO HAVE: • STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS DRAINAGE, WATER QUALITY AND QUANTITY, SANITARY SEWER, WATER, GAS, ELECTRICAL, INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET, STREET GRADING, UTILITIES, STORMWATER • 110-FOOT RIGHT OF WAY DEDICATION • INTERSECTION ADA RAMPS MEETING THE PROWAG COMMUNICATION, AND WIRELESS SHALL BE COMPLETED OR BONDED FOR. PUBLIC STORM WATER QUALITY QUALITY AND WATER QUANTITY FACILITIES, SANITARY SEWER, STREETLIGHTS, AND FRANCHISE UTILITIES • 52-FOOT FULL STREET: • STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS AND QUANTITY FACILITIES SHALL BE PROVIDED WITH THREE YEARS OF MAINTENANCE. SHALL BE REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE •• 14-FOOT HALF MEDIAN/RAINWATER SWALE, INCLUDING 2 FOOT CLEARANCE FROM TRAVEL LANES • UNDERGROUND UTILITIES CITY OF TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENT SHALL BE •• TWO 11-FOOT TRAVEL LANES • STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING MEETING THE MUTCD, AND CITY OF LISTED AS A SEPARATE LINE ITEM FROM THE TOTAL COST ESTIMATE. NOTE: THESE PLANS ARE IN •• 8-FOOT PARKING OR PLANTER LANES TIGARD STANDARDS 36. PRIOR TO FINAL PLAT APPROVAL THE APPLICANTS FINAL PLAT SHALL CONTAIN STATE PLANE it ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS • STREET PROFILE AND CENTER LINE RADIUS MEETING CITY OF TIGARD STANDARDS COORDINATES ON TWO MONUMENTS WITH A TIE TO THE CITY'S GLOBAL POSITIONING SYSTEM (GPS) RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SHALL CONFORM SECTION • MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS SHALL BE ON THE SAME LINE AND SHALL BE TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND • WEST SIDE OF THE STREET: OF THE SAME PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY. ALONG WITH THE THE CITY'S WEB PAGE (WWW.TIGARD-OR.GOV). •• 5-FOOT CURB TIGHT CONCRETE SIDEWALK PRIVATE AISLE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: COORDINATES, THE PLAT SHALL CONTAIN THE SCALE FACTOR TO CONVERT GROUND MEASUREMENTS TO •• 3 TO 23-FOOT PLANTER/SWALE GRID MEASUREMENTS AND THE ANGLE FROM NORTH TO GRID NORTH. THESE COORDINATES CAN BE cu 11. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMITTAL OF THE EXACT LEGAL NAME, ADDRESS AND •• 12-FOOT MEANDERING MULTI-USE PATH • 20-FOOT FULL STREET: ESTABLISHED BY: c_ TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE"PERMITTEE", AND •• 3 TO 23 FOOT PLANTER •• TWO TRAVEL LANES • GPS TIE NETWORKED TO THE CITY'S GPS SURVEY. N. EXAMPLE, SPECIFY IF THE EINTITYLL IS PROVIDEA CORPORATION, LIMITED PARTNOERSHR HP,E L LCLIETC C PALSO SPECIFY VEMENTS. FOR ••EAST SFOOTIDE O PLANTERF THE •• SECTION ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS • BY RANDOM TRAVERSE USING CONVENTIONAL SURVEYING METHODS. !_1� TeAnkige. THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE •• 6-FOOT WALK • MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION 37. SUBMIT FOR CITY REVIEW FOUR (4) PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND SURVEYOR i (�� c,, CONTACT PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION TO THE ENGINEERING DEPARTMENT • ROUNDABOUT AT RIVER TERRACE BLVD AND PERTH RD LICENSED TO PRACTICE IN OREGON, AND NECESSARY DATA OR NARRATIVE. N WILL DELAY PROCESSING OF PROJECT DOCUMENTS. 15. PRIOR TO COMMENCING PHASE 2 SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A WASHINGTON layIorI\/lorri sonSW RIVER TERRACE BLVD SOUTH OF SW PERTH AVENUE AND NORTH OF SENSITIVE AREA CROSSING SHALL COUNTY TEMPORARY RIGHT-OF-WAY PERMIT FOR CONSTRUCTION ACCESS TO THE SITE USING ROY 38. THE FINAL PAT AND DATA OR NARRATIVE SHALL BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY 12. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL PROVIDE A CONSTRUCTION VEHICLE INCLUDE AND SHALL BE SHOWN TO HAVE: ROGERS ROAD (OPERATIONS DIVISION, 503-846-7623). THE OREGON REVISED STATUTES (ORS 92.05), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD. ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR • 68.5-FOOT RIGHT OF WAY DEDICATION PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL • 24-FOOT FULL STREET: 16. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT A FINAL STORM DRAINAGE REPORT AND SITE PLANS c.i CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO CONSTRUCTION VEHICLES OR •• TWO 12-FOOT TRAVEL LANES AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE DEVELOPMENT WILL BE 39. FINAL PLAT WILL INCLUDE SIGNATURE LINES FOR THE CITY ENGINEER AND COMMUNITY DEVELOPMENT co - EQUIPMENT WILL BE PERMITTED TO PARK ON THE ADJOINING RESIDENTIAL PUBLIC STREETS. •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS COLLECTED, CONVEYED, TREATED AND DETAINED TO ENGINEERING DIVISION FOR REVIEW AND DIRECTOR. NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL SOUTH RIVER CONSTRUCTION VEHICLES INCLUDE THE VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED SECTION APPROVAL. WATER QUANTITY DESIGN AND CALCULATIONS MUST BE PREPARED IN ACCORDANCE WITH THEY RECEIVE NOTICE FROM THE ENGINEERING DEPARTMENT INDICATING THAT THE CITY HAS REVIEWED Lu IN THE CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS APPLICATION, AND • WEST SIDE OF THE STREET: TRUST HYDRAULIC MODEL. THE STORM DRAINAGE REPORT SHALL BE PREPARED AND INCLUDE A THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT'S SURVEYOR. SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. •• 3 TO 23-FOOT PLANTER/SWALE MAINTENANCE PLAN IN ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY •• 12-FOOT MEANDERING MULTI-USE PATH OF TIGARD STANDARDS. 40. AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE COPY OF THE FINAL PLAT TERRACE 3 13. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL PROVIDE ENGINEERING DIVISION A •• 3 TO 23-FOOT PLANTER FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES. PHOTOMETRIC ANALYSIS FOR THE REVIEW AND APPROVAL. NEW LED STREETLIGHTS ARE REQUIRED BASED • EAST SIDE OF THE STREET: 17. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A CWS STORMWATER 0 ON THE PHOTOMETRIC ANALYSIS; THE APPLICANT SHALL SUBMIT PLANS SHOWING THE LOCATION OF •• 6-FOOT CURB-TIGHT SIDEWALK CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS SHALL BE 41. SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNER ON STREETLIGHTS INCLUDING IN THE PRIVATE STREET TO ENGINEERING DIVISION FOR REVIEW AND SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTERPHASE 2 o DUTY, AT 503718-2421). a APPROVAL. TYPE AND COLOR OF POLE AND LIGHT FIXTURE SHALL ALSO BE INCLUDED ON THE PLAN FOR SW RIVER TERRACE BLVD WHERE CROSSING SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN TO PRELIMINARY REVIEW. THE APPLICANTS SITE PLANS INDICATES THAT A STORM DRAINAGE PIPE SERVING c-i REVIEW AND APPROVAL. HAVE: THE RESIDENTIAL UNITS ON TRACT X TO BE BORED UNDER THE ADJACENT WETLAND. ALTHOUGH IMPACT a • 44-FOOT RIGHT OF WAY DEDICATION TO THE WETLAND IS MINIMIZED WHEN BORE CONSTRUCTION IS PROPOSED, LONG TERM MAINTENANCE OF 42. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT'S TRAFFIC ENGINEER SHALL SUBMIT AN ADDENDUM TO in CH 5, 2018. THE ADDENDUM IDENTIFY THE NT Lu 14. PRIFOLOR TO COMMENCING SITE LOWIING ITEMS TO ENGINEERINOGVEMENTS, THE APPLICANT FOR REVIEW AND APPROVAL(INCLUDING CURB AND GUTTERLL SUBMIT PLANS SHOWING , STREET •••4-FOOT TWO 12 FOOT TRAVEL LANES GENERATED FROM IMPERVIOUS DIS A AREASONCERN TO THE CITY. THE TO BE TREATED LOCALLY ONITY TRACTQXIRES THAT PRIOR TO RELEASINGOFF TO FORIR T ERSIGNAFFIC L^AT WE EPERTHRRD AND ROY ROGERS RD. PROVIDELA CONSTRUCTION ESTIMATE AND THRESHOLD D nDnf Z TREES IN THE PLANTER STRIP SPACED PER TCD REQUIREMENTS, STREETLIGHTS AS RECOMMENDED FROM •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS THE ADJACENT WETLAND. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AND RECOMMEND POLYGON'S PROPORTIONATE SHARE COST FOR THIS SUBDIVISION. ' CDG IrIN,IFF / THE APPROVED PHOTOMETRIC ANALYSIS, CURB RADII MEETING WASHINGTON COUNTY AND CITY OF SECTION CALCULATIONS AN ALTERNATIVE DESIGN FOR THE STORM DRAINAGE INCLUDING WATER QUALITY AND 64450PE o TIGARD STANDARDS, INTERSECTION ADA RAMPS MEETING HE PUBLIC RIGHT OF WAY ACCESSIBILITY • 12-FOOT CONCRETE CURB-TIGHT SIDEWALK ON THE WEST SIDE OF THE STREET, NOT INCLUDING CURB DETENTION LOCALLY WITHIN TRACT X FOR REVIEW AND APPROVAL. PHASE 2 REGIONAL DETENTION 43. SUBMIT A CHECK TO WASHINGTON COUNTY FOR APPROVED PROPORTIONATE SHARE OF SIGNAL GUIDELINES (PROWAG), STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION WIDTH FACILITY TO OVER DETAIN FOR RUNOFF FROM THESE RESIDENTIAL UNITS. CONSTRUCTION. g6 L-,(4/ __ o STANDARDS, UNDERGROUND UTILITIES, STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING • 6-FOOT CONCRETE CURB TIGHT SIDEWALK ON THE EAST SIDE OF THE STREET, NOT INCLUDING CURB . . OREGON ^ Z ri MEETING THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WASHINGTON COUNTY AND WIDTH 18. PRIOR TO COMMENCING OF SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT 44. PRIOR TO FINAL PAT APPROVAL, PROVIDE EVIDENCES FROM WASHINGTON COUNTY THAT THE </'` IA 9'1! 00 Oci o THE CITY OF TIGARD STANDARDS, STREET PROFILE AND CENTER LINE RADIUS MEETING WASHINGTON SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED AND / • 9 Z COUNTY AND CITY OF TIGARD STANDARDS): SW BEEMER ST AND EVERTON ST EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION CONSTRUCTEDCONDITIONS , COMPLETED, AND/OR SATISFIED.APPROVAL ON THE MEMO DATED JUNE 25, 2018 FROM WASHINGTON COUNTY HAVE BEEN tiC SC 1-P11 P�� HAVE: STANDARDS. SW ROY ROGERS RD ADJACENT TO THE DEVELOPMENT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: 45. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT TO THE ENGINEERING DIVISION THE RENEWS: JUNE 30, 2024 = • 54-FOOT RIGHT OF WAY DEDICATION 19. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT EVIDENCES INDICATING a • 49-FOOT FROM CENTERLINE RIGHT OF WAY DEDICATION • 32-FOOT FULL STREET: THAT THERE ARE SUFFICIENT PUMP STATION CAPACITY AND ASSOCIATED FORCE MAINS AND GRAVITY FINAL INTERSECTION SIGHT DISTANCE CERTIFICATIONS FOR ALL THE INTERSECTIONS INTERNAL TO AND N • 39-FOOT FROM CENTERLINE HALF STREET: •• TWO TRAVEL LANES WITH ON STREET PARKING ON BOTH SIDES MAINS TO SERVE THE PROPOSED DEVELOPMENT. ADJACENT TO THE DEVELOPMENT FOR REVIEW AND APPROVAL. CONSTRUCTION = •• 7-FOOT HALF MEDIAN/TURN LANE •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS •• TWO 12-FOOT TRAVEL LANES SECTION 20. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING 46. PRIOR TO FINAL PLAT APPROVAL, A PUBLIC UTILITY EASEMENT (PUE)ALONG ALL PUBLIC RIGHTS OF WAY 76 •• 8-FOOT BIKE LANE • 5-FOOT PLANTERS ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS AND WATER SERVICES TO BE AND PRIVATE TRACTS. AN EIGHT-FOOT AND A SIX-FOOT PUE SHALL BE REQUIRED ALONG THE PUBLIC NOTES E •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING WASHINGTON COUNTY AND CITY OF TIGARD • 5-FOOT CONCRETE SIDEWALKS DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS TO ENGINEERING FOR REVIEW AND RIGHTS OF WAY AND THREE-FOOT PUE ALONG TRACTS K, R, AND Y. -ARTERIAL STREET CROSS SECTION • EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS APPROVAL. LOOPED SYSTEMS WILL BE REQUIRED WHERE POSSIBLE. DEAD END MAINS MUST BE APPROVED `^ • 5-FOOT PLANTER BY THE CITY ENGINEER. 47. PRIOR TO FINAL PLAT APPROVAL, PROVIDE EVIDENCES THAT THE HOA HAS BEEN ESTABLISHED AND u • 8-FOOT CONCRETE SIDEWALK SW COLORADO LANE, EVERTON ST WEST OF RIVER TERRACE BLVD, LEAF LANE, RUBICON LANE, DARLING MAINTENANCE AGREEMENT FOR THE PRIVATE STREETS IS IN PLACE. v) • 10-FOOT LANDSCAPE TRACT LANE, YARA LANE, RIVERDELL LANE, ALBANY TERRACE, 165TH AVE, 168TH AVE, AND 169TH AVE SHALL 21. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL DEMONSTRATE THROUGH v • NOTE: THE ADDITIONAL 2 FEET NEEDED (IN ADDITION TO THE 49 FEET) FOR SIDEWALK AREA CAN BE INCLUDE AND SHALL BE SHOWN TO HAVE: CALCULATIONS, PLANS, EXHIBITS AND ANY OTHER NECESSARY DOCUMENTS OR AGREEMENTS THAT N HANDLED IN A PEDESTRIAN EASEMENT OVER THE REQUIRED 10 FOOT LANDSCAPE TRACT. THE SUFFICIENT WATER CAPACITY IS AVAILABLE. 48. PRIOR TO FINAL PLAT APPROVAL, PROVIDE AUTOCAD FILES OF THE AS BUILT DRAWINGS OR BOND FOR SIDEWALK CAN ALSO MEANDER WITHIN THE 10 FEET OF THE LANDSCAPE TRACT, PROVIDED THE • 50-FOOT RIGHT OF WAY DEDICATION IMPROVEMENTS. - EASEMENT OVERS THE FULL 10 OT WIDTH.SHALL COMPLY WITH THE RECOMMENDED CONDITONS BY • 28-FOOT STREET: 22 TO. PRIOR COMMENCING •• TWO TRAVELAES WITH PARKING ON BOTH SIDES AP ROVAL FOMIMPROVEMENTS, APPLICANTPROVIDE TUALATIN VALLEY FIRE AND RESCUE FOR FIRE FLOW, HYDRANT• IMPROVEMENTS ON ROY ROGERS RDPLACEMENT, PRIOR TO ISSUANCE OF BUILDING PERMITS: a WASHINGTON COUNTY LUT DATED APRIL 13, 2015. THE APPLICANT'S WASHINGTON COUNTY FACILITIES •• ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET EMERGENCY VEHICULAR ACCESS, TURN AROUND, AND PRIVATE STREET WIDTHS WITH AND WITHOUT o PERMIT CONSTRUCTION DRAWINGS SHALL INDICATE THAT FULL HALF-STREET IMPROVEMENTS, CROSS SECTION PARKING. 49. AT THE TIME OF BUILDING PERMIT APPLICATION SUBMITTAL, THE APPLICANT SHALL SUBMIT PLANS AND PROJECT NO.: 395-103 v, MEETING COUNTY AND CITY STANDARDS, SHALL BE CONSTRUCTED ALONG THE ROY ROGERS ROAD •• 5-FOOT PLANTERS ELEVATIONS DEMONSTRATING THAT EACH SINGLE FAMILY DWELLING UNIT IS DESIGNED AND c FRONTAGE AS DESCRIBED ABOVE. THE DRAWINGS WILL PROVIDE FOR ROW DEDICATION, SHOW • 5-FOOT CONCRETE SIDEWALKS 23. PRIOR TO COMMENCING SITE IMPROVEMENTS, AN EROSION CONTROL PLAN SHALL BE PROVIDED AS PART CONSTRUCTED TO CONFORM TO THE APPLICABLE DESIGN STANDARDS IN 18.660.070.1. TYPE: CONSTRUCTION 1 IMPROVEMENTS IN PLAN VIEW AND WILL PROVIDE THE APPROVED CROSS-SECTION. CONSTRUCTION • EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS OF THE PFI PERMIT DRAWINGS. THE PLAN SHALL CONFORM TO THE"CWS EROSION PREVENTION AND REVIEWED BY: KCS L LEVEL DRAWINGS WILL BE DEFERRED TO ALLOW FOR THE DEVELOPMENT OF A WASHINGTON • SUBMIT SKINNY STREET CRITERIA FOR REVIEW AND APPROVAL SEDIMENT CONTROL DESIGN AND PLANNING MANUAL" (CURRENT EDITION)AND SUBMITTED TO CITY OF 50. PRIOR TO ISSUANCE OF BUILDING PERMITS, THE APPLICANT SHALL PROVIDE ELEVATION DRAWINGS o" COUNTY-CITY OF TIGARD MSTIP PROJECT. ROW DEDICATIONS WILL NOT BE DEFERRED. TIGARD WITH THE PFI PLANS. o SHOWING THAT ALONG THE VERTICAL FACE OF SINGLE-FAMILY ATTACHED AND MULTIPLE-FAMILY SW KESSLER LANE AT SW 165TH AVE ADJACENT TO SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN STRUCTURES, OFFSETS OCCUR AT A MINIMUM OF EVERY 30 FEET. THIS MAY BE DEMONSTRATED BY co SW BULL MOUNTAIN RD EAST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: TO HAVE: 24. PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A 1200-C GENERAL PERMIT PROVIDING ANY TWO OF THE FOLLOWING: A)RECESSES, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, Ln • 74-FOOT RIGHT OF WAY DEDICATION ISSUED THROUGH THE CITY OF TIGARD PURSUANCE TO ORS 468.740 AND THE FEDERAL CLEAN WATER M • 50 FOOT FULL STREET: • 45 FOOT RIGHT OF WAY DEDICATION ACT. _ OF A MINIMUM DEPTH OF EIGHT FEET; B) EXTENSIONS, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, o •• 14 FOOT HALF MEDIAN/TURN LANE OF A MINIMUM DEPTH OF EIGHT FEET, A MAXIMUM LENGTH OF AN OVERHANG SHALL BE 25 FEET; AND C) L OFFSETS OR BREAKS IN ROOF ELEVATIONS OF THREE OR MORE FEET IN HEIGHT. a z 1 02 LEGEND - • ' EXISTING SIDEWALK EASEMENT LINES XSS— EX SANITARY SEWER ® EX SANITARY MANHOLE EX BLOW OFF EXISTING RIGHT-OF-WAY XS[ EX STORM DRAIN 0 EX SANITARY CLEANOUT o EX AIR RELEASE VALVE EXISTING PAVEMENT EXISTING CENTERLINE —XW EX WATER LINE © EX STORM MANHOLE H EX GAS VALVE !!!!!!!!!! EXISTING GRAVEL EXISTING PROPERTY LINE XG— EX GAS LINE ❑ EX AREA DRAIN © EX CABLE RISER EXISTING BOUNDARY LINE XE EX BURIED POWER LINE ❑ EX CURB INLET Q EX TELEPHONE RISER �fffff EXISTING BUILDING - - -324- - EX 2-FOOT CONTOURS XOH— EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT EX LIGHT POLE I T-- -.__.-1.4 EXISTING WETLAND — —320— EX 10-FOOT CONTOURS —nom-- EX CABLE TV LINE EX FIRE HYDRANT X EXISTING FENCE Li.•_.j i•_•_s j //I EXISTING WETLAND BUFFER - — — - PROJECT LIMITS XT— EX TELEPHONE LINE ® EX WATER METER e * EX TREES � � ,� � ,� � ,- ® EX WATER VALVE , , ,` EXISTING WATERS ———.✓ I I I //,�•�•� .� � ��' i 7- 4" � 411 ‘-'- ' ��j 7,__ ��i ` 1Q$ / \`_ ��J��`' , 2707,__ I •/J /� l , ,�/ / � �� /// /-- II.. �Hc�c- isll /' \` �' ,,// ,.,;o ,�► // \B7 Ar �� J/ ! - _.. \�� .26 ,� / % 1 r / / '3 �� , /, 4Mr ��( rel / L34 // \ / il•�� 8r `'/// LSL- # l'Tj�'�' // �V//�O \ �� _+.�/ /;258 ��!��_� / g' I r/// / // 228 ` — / / /► —1.~'" '\ — +�_/�` ��+ -' 'N � =�L�� <�g / Y . /7 / / / I P I / LLa— / / .iS �f► / / / h KESSLER/ \ It' ir_ / /� 1,1-.i.,,- / / / ',r € _..„,..;,/ ,,.1 ,�,. �� ,.- __,,,,Fr J� • 1'�16� ° s�► -' _25s ' ti 7. /� ./, / / 1 LANE . / /A I t � I / /// 1�h '/'I.,...% � � T' / fir �. �b� +�lR �� -268 / / / , // . ��X . 1:7•11.00015€11) / / �, Iv / / ti // / / / ��'� _ — ' �' , 1, / / / / I�///� /// � ^ti, ///1:------- -117- , / j / tib ( / / / / / / PACIFIC COMMUN DESIGN 1 / �� / / /� / / / Air ,�,. 1 j J / �_ / / — J/ / / 12564 SW Main Street Tigard, OR // // / '1)-9,// / / / i �, / / / / / — 1� 97223 III �. �/ // 3 — 1 �—— / / // / / / / / // 6 / / �// // / titin,/ / / / / — 11° / ,_ / / / / i/ / / / / [T] 503-941-9484 J ='., CONCRETE . / / ,ti / / / / ._ — __ 111 / / / / / / / / / \,�i 7i I 1 c� III41CULVERT u rr•� �1--/ / / / /lti�b� // // / / // '// f — / — / — // —/ // /— /,/ // / //� ,/ - - - / //� �/ / / ,. 01 — 272=� / / / / / / / / /2 I 1 I I r I � / / / ' o / / 7/ r t — -1274- �— / 7 / / / / // 1ST SUBMITTAL: 01/04/2022 / 1 I E= airndrara 1►11 d'3 / / 1`' i / / / 8 EXISTING TREE \ / / / /i, / i / / / / /1 T_ / I III I r, ,�•� / ' i /-� - TAX MAP 251 W0777, „�d-i�///i ce��_�� / / / / / / -_ /' / 1 I I �r �T P / //�j/ / hti / / //---/ �' / /' TAX LOT 1200 -\ .,,c- / / / - — — / / / �/' f g. / .ti D // // ' / / / -' �/ �'�_ / - — 21 \ -----------238, ---...-- ----- --- -//—ii'� / / / / / / / / / / DRIPLINE / /�/ I I ��2��////7J��1hb�/ /// // �- /i /,i- ��i , ,� Z8 \\ \\r/moi-- 27 moi!t�� / / / / ,/ // / / fr/ / , �� / ,/__ _ REVISIONS !rT" 1�1 / /II1 NO. DATE DESCRIPTION ILIMITS —/ ---/ X / /ti , i_ / �---- .. -- Wie '4:--/ _`� 282- -rte�/ / /� / 1,155" ��/ / / / / / / / , /I iT \\c, " 1 � O 0 // i' / /=, 0ii.. ° //�/j/ / - -- �--- _ - - 41* \\- __—_ — 284- -( / - -/ /ii, ,��:/ / / // // // / // / ,/ /\ I /..,., .._„„�/ � �� =rt '��1•�/ % —� / —__— __ - —_ / ` —_tom_ -1ab —\ \\ \ '��ti J / / / / / // / / '�I _ i��ito �;` x' ,tip / / / / __ - --- - - ,',1 1 zs$, =_7 tiq°— / / / / / \ 1:1 --. 1 I I _II�� - I,� I' , / g0 / / / —� �- - - - ?-� \ 290— �/_ I-1 ,-94 /— / �\ I. i . l I I •� I .•` s,..0'V � j / / / 1 / / / / / i i _ - - I 1 l � ' 1�r Lq�� , � / / ,7 \ �\� PUBLIC UTILITY ' ' v �� / Yr/ / .,;1 ---,1-%„,ti ' ' / ' - PHASE 2 -- ,.__/ ,_ -- /- tigA--- --- / / // / / I / / // \ /� SIDEWALK Et I / )s 1 ��• 11 / / / / /ib/ / / / E - - PROJECT LIMITS _�` 1��` /' /296-- J/// , / // // / / / / \ I-- - � As_BuILT / LANDSCAPE I 1 I I I / SLOPE EASEMENT /'�� / / / / r' a \ \`- -- - J/ tiq� ../- /' / / / / / / / \ I DATE 12/07/2021 / EASEMENT I klilet,, , , , ,,....,,,_ \ '. II I / 190 / / / / - - / / / _ -/ / / / \/ _ I I - gill,I I r /// I/ , AND DRAINAGE X1,,,, /// — --- PHASE 2 -- -- _ IEXISTING ✓ p -- , _ -/ '/ PUBLIC AERIAL 1 1 12' �/////// /, / EASEMENT ��19A //// / — —— — — d _ `\ _�� REMOVD PERUDEMOLTION — / 0/ / / / // \ \ \ \ / // // / \\ KC8/ / / — PROJECT LIMITS _ 4 —/ 3 / ! TRANSMISSION LINE I H CONCRETE / // /// / / / --- 196'/ / — —— _ s \ I `I--_ - l I \ \\ EASEMENT III F iii . l / / / — ` _ PERT# BUP201600342 / / =/ — / / —/ �/ // // `/ , 1II / �s8te / / / / 3 . _ —— - — 1 1/ II / / 3 - - i \ \ /T i / / U I m / / / J ) ) I J / f / � /�.3p° / _/ / — \\_ \\-- I / I 1 I I I \ I ( ) p � III "' / / / / J / / / / __ _ — / / I I I11 II II ////// /f /f// /,//7,/,7f ,• l / / /3oa�/ "� = 1-' `-- -- --- -- - -306 / IIII � / / // ,/// �, , ,i` 3.0�!� ''"--_-_= —___ _ =7.\`\ — \\\\ I I I I I /� .. ----.. y _ I 1 / / \11 1111 / z6o X I / / j, /// �/ /// //�// / / / / 312 //��— —\-` _ �\\ \ I I I 1 I I j \ I ,/ / �� II •- I// // , // i// / // , / / �b /�lll�� ` ,,_._. r ` \\ \ \ / I I I / / 4-----) ;7,, I , I 1 \ / \ III / / /i/ // /// / / / / / / / / '' 11 \\ -. \ / / 2II!I z ' p \ \ \ 308. // / ti \ � ' /I , z6 n 1 11111 // / ,//, /� � , ,/// / // / 3titi /// / ( ,._` \'\,r \� � l\, \1 )I /.k \ \\ I I \ 1 \ \ / / /\v\11,1 " �\ ° j I 1 / / PUBLIC UTILITY EASEMENT / / / ti°�(/�I r / \.�t- ` ` r 1 I 1 \ \ \ I 1 11 1 I 1 - R.97e)ti TeAltaCeo / / / / v / \ 11IIII ( , , / / / ,3 �� / �� \ 1 � 1 I \ 1 /3°ate / / \ 1111 \ ri: 11111111III ///////� /ii/ / �/ // / •/ //// �ti'° IIII l V. fIII 1 z \ \ // \\\ \ • 1\ 1 ,/ / / ,\\ 11 ce 111 1111 //,// / / / //// / / /// / / / °AV / ' ,--,�-\_<, N `>\ \, 1 I (IIII �/( I \ \ / —\ I 1 \ \ N , / / // III ; �I111111I111 /////ii/ / / // / / / /// ///�►II /�/ \1r,,. �, tom.. 1 11111 ,c/Il 1 \ \\ / \ \ \ \\ / / , , I ce , . , 11111, / / ,/ / ,/ / / i, , //// ;M ..7 � > 1,111 o 1 1 I TaylorMorrison. / , 1 / o A VIII (IIII / / � / / / / / / / / /JNl /// / 1 ll 1 11 I M \ \ \ \ / / // \ I 'f .. I I I / // / / // / / / / / / .1336(,..;,:- ` _ \ M I \\ I � III I I 111111 / / / // / 1 \1I11111111 I / Y /Y/ y22 " ///' , v ..T \ \ \ \ \\ SOUTH RIVER / / II IIIIIII1111y1 / � , / / / / PERMIT REMOVED PER# BUP2016 003110N ,--,0 �M"" M IT I // b//�\ \ \ \ \\ \ ,\ N / / / I1 1 11111 1111 III I / / / / �j / // / � / `) c l l 1l I / / / // /� \N \ \ \ \ \ \ / / / \\ � ��IIIII III I l / / / / / / � � ,i - i � aso ) (\ 3$ \ ( H / / / \ \ ,. .r -ry . . • . _ I / - \ TERRACE / I I —N, I II I I III / / / / / (�:•:•—•—•—•-_•—• 1 �3 ) 1 11\Ic I / / / / \ \ \ \ \ \\ / / r�l I I I� I I / ��•,��•u��1%'�1�'1�'1'1�'� / r _=_- l / / / \ \ \ / / /\` I I / X66 •111111(.11 °CrI I I I IIII / / / 49,A.a� • � �� _ _ / v , + , I� I _.`�11-7- -�NWPF -•-.01: / r \ c_ \_/ 1111(1 1 / / ' / \ \ \ \ \ \ N • / // // �\\\ \ I Ic �rc�rC h�R l l l I I 1 ( � I 1 / v� 1�', � ��Nip, e /-� - '- \ 1/ /)1 f / 1 / / // \ \ \ \ / / , A I I I i o�� / : �• •�•�/ .r //3, s J - /I�// / / / / // / \ \ V v v v v \N IIII I ��;-, •;,0- ,- 1 r \ PHASE 2 / n A IIII I ry 1 . • !,- /� / / 04- A \ v v AN // / // / I // ' III111 j M- M o N ` -� l i l / ='•` nom\ I •/ / ��,sitt. . :- / =/i / / / // _ _3 \ IL // EXISTING : III 1 I 1 I I I 111 IIII / I �' �' / I I / \ \ \ I I I /I I ( / J / / / / / / / \ \ \ \ \„ ,`n PRIG' w PROPERTY / 1 Hi . 1111 11� I III III I 1 / r-A\ •3aA'l I / 2 / / / / / / / / / / / // \ \ \ \ \ ��"'' FSS' �' 11 I III 1 I 1 I 1 IIS, I ' ' I Q1. J I ( •,.►:,� / // / / / / / / / \ \ \ \ \ �,�I NEF LINE, TYP. 41.0' 1 I 1 / \�3., r /rte / \ \ \ c� �, ,� o / , /� `PANT III 1 I I I 1 1 `�, 1 1 1 \ `\ / \� / I / �6 � = / / / / / / / / /--3oz— - - \ \ \ \ -. s445oPE / / A 1 1 I 11111 1 I I „a,' 11,=`'\ \ 1 1 \ \ .��; / / ' / / / / / / / , // / , / // \ \ \ \\ \ \\ o / / / / I III 111 ji / / / / / / / / / / / / / / \ \ \I / I III111 I � � I ,'' 1 \ \ �\ \ \ / / / / / / / // / _ \ \ ( \ \ �� 9ti II1 \ \ / r / / / TAXMAP2S1W07 / / \ \ /ti 9 I / I �� ► \ \ \ \� \ �/ � / / / / // / / / / / X300 \\ \ \\ _� \ M I / / OX I I 1 \ \ — __ ___-_-#„-i 336 / / / TAX LOT 1400 // / , / / \ N N SC HW A� / / / �, I I I I I \ \ \ / 330 / / _,,r / / / / / / \ \ RENEWS: JUNE 30 2024 I I / / I X I1 II I I .� ,� \ \ \ \ / � / / / / / / / / / / \ \ \ \ \ ( I I I I I ��. II I II � I I i \ \ \ \\ \ \ - ‘Nr..;..�� -' ��7 , / / �� /// i/ // // / // / s- \ N \ \\ \ \\ \ \ Q I I 1 I I I „`` VIII III 1 \ \ \ \ / / / / / / / / / / / /.29 \ \\ \\\ \\\ \ ,-, I I 1 I HI rIl 1111 1 I //** \ \ \ /�� \ _ -31 ,/ / / / / / 7 / \ \ 1 1 I 11\1 v II Iii 11111 so` 1 \ \ \ NN \ 1,- — 316--� // % // /'// / / // // // // / \\ \\ \\\ EXISTING I IX ' .. II 111 I t, 1 \ \ \ \ -- -324' �� ' / / // / // / // / / /' \ \\ \ \ \ \I \ 1 " '. I iii 1111 II S ., \ \ `\ \ \\ \\ \ \-- --322 0' �/ /�/ // // // / // /196--- \\ N --- — \ \ CONDITIONS \ 1 \ \ \ 1 I • 1111111 II I 1 I / \ \ \ \\ \— \\\ 320 /' // / / // / // \ \_o 1 \ —\\ _ \ \ \ \ 1111 VIII I I tit \ \ \ \ \\ \\ Ir -- -318 4 / / / / / / / \\ \ Ar \ — , Et DEMO \ 1 \ \ \ I II I II SLOPE EASEMENT \ \ - /� -�� ' / / / // // // / / // 4 �- \ \ I- �� --316- \ \ ,\ 11 I I II I I1\ 1 1 \ \111\ 1 c• 11111111 `\ �\ \\ \ \\ _-- --_-314_ �_�, / / / — 19 — \ \\ \ \ _ I PLAN ai \ \ I \ z \ SLOPE EASEMENT \ \ \ __ 312 S TI\�•— // 7' / / / / i' \ \ — �. � ' -N1\ 11 \\\I I I• 11,11• II I IIII � . '. \ AND DRAINAGE \ \\_____7:-5- �' / /' /' /'' \\ \\ , .. �\C v+ \ �� \�'_ 310 / — ,/ / / i \ —` '� \ 1 1 \ \ \\11 I 1 11 11 �u \ EASEMENT \ --308 —7 / ' --- —� / / ' / // 191 \\\ \\\ \ \\ \—\ I r �•. .: \ \ \ \ \ I I I lull PUBLIC UTILITY EASEMENT -\ ---____ 306- --' // ..---- /' /' / \N \\ 4,• . —`�- r '11 _ -- - --304 /— i / / \ N — -- 7 I �; o \ �� ,, PUBLIC UTILITY, SIDEWALK, _— —— —290 N • — \ ` / �—' PROJECT NO.: 395-103 \ \ \ \ \ ^ III 1 �= �r LANDSCAPE EASEMENT ` —_ —— —-302-—— / / // \\\ \\ \\ I rf�/ \ / I ��. \ / / \ \ ,`T . ..,,-L/ TYPE: CONSTRUCTION 3 \ \ \ \ I 1 I N. 1 PUBLIC AERIAL \ \ \ ` _ - / / \ \ \ •— \ �4 'or,., . (i) \ \ / \ tib I /%�►! \ \\ 300— /' /' / —_2sa———\\ \ • \--- \ \ —\ I - - REVIEWED BY: KCS \ \ \ \ � / 111 h�..� \ TRANSMISSION LINE \\ \ --_----- 298 _ - - - - '—// // / / /— _ —\\ \ —\\ \\ \. o A r,�i'L \ EASEMENT v / / o \ \ \ 11 1 \ \\ \\ \\ \ \\\ \ _.. 296 _ �/ / / — -286- - -\ \— \\\ \ 1 ��.-. A I KtA. I 0 3 M \- _ 1} ■ � I !s'=.1 -• \ MEM � ■ ■7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i� ■ _i ■ �■ � ■ �1^� ■ � ■ � ■ � ■ �294 i� ■ � ■� ■ MO ■ � ■ � 6O SCALE 60 MATCH SHEET 104 M M Z 1 INCH = 60 FEET LEGEND • - • EXISTING SIDEWALK EASEMENT LINES XSS— EX SANITARY SEWER ® EX SANITARY MANHOLE EX BLOW OFF EXISTING RIGHT-OF-WAY XS[ EX STORM DRAIN 0 EX SANITARY CLEANOUT EX STORM MANHOLE E EX AIR RELEASE VALVE I 11111 .- . EXISTING PAVEMENT _1 - EXISTING CENTERLINE —XW EX WATER LINE © H EX GAS VALVE !!!!!!!!!!' EXISTING GRAVEL EXISTING PROPERTY LINE XG— EX GAS LINE ❑ EX AREA DRAIN © EX CABLE RISER EX TELEPHONE RISER �ffffEXISTING BUILDING - EXISTING BOUNDARY LINE XE EX BURIED POWER LINE ❑ EX CURB INLET QT f -- -324- EX 2-FOOT CONTOURS XOH— EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT EX LIGHT POLE I T-- -.__. EXISTING WETLAND — —320— EX 10-FOOT CONTOURS —nom-- EX CABLE TV LINE EX FIRE HYDRANT X EXISTING FENCE L i! •j i f-.i j /1 EXISTING WETLAND BUFFER xT— EX TELEPHONE LINE ® EX WATER METER e * EX TREES ,- ® EX WATER VALVE ,` EXISTING WATERS ii :Ir PACIFIC COMMUNE DESIGN 12564 SW Main Street Tigard, OR 97223 MATCH SHEET 103 [T] 503-941-9484 1 \ \ ■ 5) ■ ■— ■.k ■ � _ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ b= M _.1 I .i_ ■ -t ■ ■ ■ ■ ■ �� \ 1 / .4'1' V / Y - .-1 1ST SUBMITTAL: 01/04/2022 �' 1111114/4/141 \ N\ \ -292--— 1 - #� \ \ \ N \ \ \ SLOPE EASEMENT / \ \ • . } X •y,,.\ \ \ \ \ \\ I1J \ �/ IØ \ AND DRAINAGE \\ -290, — / / --282 \ N \ \ -• C I1 \ \ \ \ \ \\ I 1 \ti'O IJ �r \ EASEMENT \\ \� / V / \ \�� \� N ' ' -. .-` - -\- \ REVISIONS \\ / / di N \\ 5� X288-- - - /// / ,. \\ \ I N ! NO. DATE DESCRIPTION \ \ \ \ I I ! I \ NO 6i \ SLOPE EASEMENT \\ \\ ��\ / // // �280� \_� \\ \\ r.-- \ . - . - - " . \- /f' 7 L. \ \ \\ \ II I • �� /� • .n. �' \ PUBLIC UTILITY EASEMENT •\ \�\\ 86 -- - - - - - ---- /// 7/ \ \ ��\ \\ (�J ...= +' 'if'- � _ 3 << . - -� 1 \ \ \ \ 1 . II O� \ / / \ - \ \ \ \— 11 1 N. bti/ '� \ \\ —284— // I�- -278- \\ \ �' • .- Y. \ \ \ \ I / x l �. 'r \ \ \ \ \ \ 282 / / \ I 1 // / /II )� \\ \ N N \ --- __ _ TAX MAP2S1W07 / /_ � -276 \��\ \ \\ F ...\- . �� / \ / III / \ - > .,�` !/, \ / \ \ \\ \ \ \\ \\/ / \tib°/ ;/ \\ \ \\ \\ \\\ N\\ \ `2 - - TAX LOT 1400i ' / / / 7 / - \ \ \ \ \ / �.-. -- � / II \ \ \ \` �`II j \\ \ \ \\ \\ \ 80 \ ' 7 / \-� \ -� �' / 4 / / /\ \ .� ; \ _ _ /_274_ \\ . . . �. :_/ x: , , AS-BUILT 1 N / 1 L DATE 12/07/2022 \ \ \ N\ 1 �►IIII 1 o ri NN \ N N\ N\ \•278 — /// // --- ___ \\ \ / .�.-. •.1. / a I / / / \ \ N 711 7, \ 1/,// II O \1�al ii LOIN \ \ \ \\ \\ �_ __ ,- // // 2- --- \\ \\ V dr, • . • . •r•:J.I. -I ;j , / ti �� p APPROVED KC8 \ / I Z 19' GRAVEL \ \N 6.— - - — / '—" --- \ \ \ '1'. 7 !\1. ), J' \ \ I •�� \ \ _ — -- !-I / / \ \ \1 1 1111, 'i c"� DRIVE N\\ \ \ \\ J�,._:. / . 4. ' \ ACCESS N \N \ \ 74., - - - - --- - - - - /' / \ \5� \\ 41' -j.�.� �N N"� / / \ \ I I ` I I I ti5b ", \ \ \\ N\ \ \\ �2t°' \\ \ ,/ / . . N � / \ \ , k? 1 / \ , * v ' Fr \ \ II ` moo' N \ \ �� - - -- - / / \ or `v / .� c4 / _ \ \ \//� I, 0 // \ N N N �Z�o -_- - - -- - \ / �•'_• ' i •� �,� , / 1 \ \ / / 11 � \ \ \ -'-- - - --- - - - - / 26s- \ \ / -r. / 4 ) ,( 4 / /tc,.:\ \ \ ce IgA . A V A A // --- • ,� �'o / �� IV / 7 / I II ' \ \ / ' \` 0 \ SLOPE EASEMENT N N \\ '4 _ / \\ ,✓. % �'r / i / / / / 1 — — - / / / taindillo \ \ \\ I 1 \ AND DRAINAGE NN \\ 8,\�\ 7' _ N N I / / ,f S \ \ 1 11 ' L^ 11, EASEMENT \ \ \ -- -- I / / _ / , \ I I Z _ 6 15 \ \ X111 \, 5ti / \ \\ 66�\ — •_ _ _ _ tib N �/. • . •v�,i 1 // // / I „�� \l \ v �� \ PUBLIC UTILITY SIDEWALK v ' v A \ �/ / / ql"/ / / ��\ I II \ 26 — \ N � I / / / 1 ii 1 \ \\ \ 1i \ Z* LANDSCAPE EASEMENT \\ 4 \\ _ - \ �Y �� / / / / / / / �// ( 1, / a \ 1 11 o n� 00 \ \ 1 1 II \ \ PUBLIC AERIAL \ \\ \� 264-- �\ _�,-� `' V'1 I / / l '/ / // �/ / / /////7//////1/ / / ///�/ -- WV� Telthare• CD _ -- �� \ \ / I / / / �/ / / / / // /// / / /� \ \ \ �I/10 \ o TRANSMISSION LINE ' ?62\ _ —— — -- EASEMENT N \_ _ 'N7 I / / // rn- - -- / , / TaylorFVlorrison. \ - � 11SANITARY \\ \\ 260 -262 / . , ` / 1 / / , / / / , // // / / / / / // JI \\ \ / SEWER \\ \\ \ -� \ N / / / / / / / v 1 / / \ ti EASEMENT \ \ \\ a. \ — // . . . �' / / // / / / // / // / 1 //////////// /// /// / / j/ \ / / fl I \ \ / / / / / / / \ EXISTING 11 1 �' 1 \ \N \\ S \\ �- — — 260- / / / / / / / / o - . PROPERTY 1 \ - SII ' \\ 5. - \ ///. - . E'�' , �/ \A I II / / // // // / / / / / // / / I/ / // / //� /////� L , �. . / / / / //, , , SOUTH RIVER IL LINEi, IJJ , TYP. c J �A6 t, . \ TEMPORARY \ I �ZS4 \\\ --___-_ . L%. / I 1 1 / / / / / / / / / / / / 1/(1// / //\\ \v� CONSTRUCTION \ \\ —-- _ I / / / // / // // / / / / / / / / // / II / / // / //// /' "' 1 I 1 1 � � EASEMENT N I " _. \\ __ ---- 1 . / • / I / / / , / , , / / / / / / / / / I / / / TERRACE I I / / / \ I 1 1 ' 1 I / / / / / / / I/ I I / / / / / / / I I \ \ /1 it - zs _ / / v-ULNA �>, �� \ o, A\ _— -- ° I I 1 / �I \ r \ �� DRAINAGE \ --256-__ / _ f I / / / / / / / / / / / / / / I 1 III / / / / I \N 1 I II :��\ g� I EASEMENT N ——— / / / / / / / / / / / / / / / I I I / / I I \ � � _ . / / / / / / / / / / / / / / / / 1 / II\ \ 1I I I \ / ` A6. I \ . BROKEN ---- / / / / / / / // , / / / / // / / / / 1 / \ I I I I I I I I I PHASE 2 N �, 4 \ IDRAINAGE �2s4 /�. �, i / / / / / // , / / / / / / / / / ( 1 ] I I I�\ \ � \\ TILE J . / / / / / / / / / / / / / / / / h IIIL \ I I 1 \ \ / // T / / / / / / / / / / / 1/ / / / / I /w \\ \ ( I(1 \ .LA° \ \ \\ l. .1 ,r'' ,� o H / / / / / I I I / I / / I I 11 �GNEF / \ \ II 1 +o SLOPE \\ \ \\ zs�` — -�.. / I•� N N % % N f' I I / / I I I1 s445oPEo \ 1 ` 1DRAINAGE \ \\ i%`�, —� �NN / / / / N N N 1 1 1 1 1 1 1 1 1 1 1 o ' ` l\ r JI I I �\ / , EASEMENT \�\ \\ \ \\� • •�•. .l SF, .� / 1 / / / / // / l l / i N N N N o M M o 0O M �, 1 1 1 iw� \ ` \` —J h / PUBLIC I \ \ \ _— i f /. - f' / / / / / / / / 1 I M - `" - - M� M 1 1 1 OREGON M \ 1111 CI 1131)- II \\ — �-_.�s I 1 I I l / / I I I I I I I \ i i j I I 1 I �Gv9ti (1,61)^ o( o \ — 11 I .III EASEMENT oUTILITY - / / / I I / / / 1 1 I I I I I I I I 1 I I I \\ \\\ll \ 1 1 1 I I I %y s, ti� os \ �A �; I N N ^� N 1 \ i / / / / / I l l l l l l I 1 I 1 I I I I 1 I \\\ \\IllIIICSCHWA��r ) /( / ' �i38 °� SANITARY ) I / I / J \� / / / / i / / / / I I111111 I1 \ \ \ \\\ \ 1II ti3b I SEWER I ` ( ` / / / / / / / / / / / I 1 1I I I I I 1 I I I 1 \ \\�\\ \\\ \ \ D 1 '�_, I - / J J J . l 1 1 1 I \ \\ \ RENEWS: JUNE 30, 2024 _ a 1 ;•• EASEMENT - / --z`1 O • i / / • / / J •- N I I : E._ ;� - , - - -_ - // - - 1 \ \ \ \ \ \ \ \ \� \ \ \ \ 1 \\ \ \ \\\ \\\ \ \ \ EXISTING _ / � / / / / \,\ \ \ I / I11 \ \ \ \ i / / / / / / ► 111 1 J �kC \ \> , EX. CREEK /�� --// // // / / / / / / / / / / / / / / / I / \ \ J I I1 I \ CONDITIONS E I \ I I IN �/ / / / i / / / / / / / / / / \11 I \ I •// \\ / • �i i/ r \ �/ (DRAINING 7/ 7." /' / // / / / / / / I // // / / / / / / / ' / / / / / I 1111 \ o / I �1 \ J� r_— OFFSITE) / /// —/ \ / / / , /N/ l / / / / / / / / / / / / / ) I \ \ Et DEMO CD I k\,13ti' I \ \ \ /� / / I r' \ // / / / / / / / / / / / / / / I / // / / / / / / / I f1 \ \ 1 1 I � �I / \ \ \ \ \ / 1 1 \, / / / / / / / / / / / / / / / / / / / , 1 \ \ I I I ; 1111. \ I O,L III I� \ \ \ \ \ i / / ( \. / / / \ / / , / / / / / / / / / / ./ / / / / /! N PLAN N D N Q o PROJECT NO.: 395-103 U, on TYPE: CONSTRUCTION G) REVIEWED BY: KCS 0 0' 0 0 1 M SCALE 04 0 60 0 30 60 a Z 1 INCH = 60 FEET LINE TABLE CURVE TABLE --0 r_I- TRACT TABLE LEGEND LINE # LENGTH BEARING CURVE # RADIUS LENGTH CHORD DIRECTION - - - - - - PROPOSED RIGHT-OF-WAY -=!!!!!!!!!! ' EXISTING GRAVEL i, .11" 17_ ✓ TRACT AA OPEN SPACE AND PARK TRACT - - s: =: =: =: =: =, IY L1 34.33' SO° 26' 59"E C1 275.00' 102.01' S10° 31' 37"E EXISTING RIGHT-OF-WAY I' i EXISTING WETLAND =NMI w � TRACT BB OPEN SPACE AND FUTURE DEVELOPMENT TRACT L2 623.48' SO° 26' 59"E C2 275.00' 99.37' S10° 48' 07"E PROPOSED CURB AND GUTTER I _l,"„ I EXISTING WATERS - P TRACT CC PRIVATE STREET TRACT FOR SW NOOSA CT L5 784.74' NO° 26' 59"W C6 94.00' 148.56' N44° 49' 30"E EXISTING CURB AND GUTTER I - I• I - EXISTING BUFFER IN DEGRADED ,-- Il 3 TRACT DD 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2'AERIAL EASEMENT L7 67.37' N89° 33' 01"E C10 166.00' 64.22' N78° 28' 01"E - PROPOSED CENTERLINE , 4 `/ CONDITION TO BE ENHANCED ' - EXISTING CENTERLINE (INCLUDES TEMP. ENCROACHMENT) I H.I-_:‘,i 11TRACT EE WATER QUALITY AND DETENTION FACILITY TRACT L8 509.00' N89° 33' 01"E C11 166.00' 65.21' N78° 38' 16"E . = _ ' 'S" 4' ?1st- - PROPOSED PUBLIC UTILITY EASEMENT 7 v v v v v v v v . - L9 533.75' N89° 53' 32"E C16 240.00' 95.76' N78° 07' 10"E v v v v v v v v o PROPOSED BUFFER MITIGATIONI TRACT FF NATURAL RESOURCE AND WETLAND TRACT PROPOSED PROPERTY LINE PFki`i tn•l ```�� `` TRACT GG NATURAL RESOURCE AND WETLAND TRACT L11 25.00' S89° 33' 01"W EXISTING PROPERTY LINE 11��` �� ' TRACT HH FUTURE DEVELOPMENT TRACT L12 740.01' S89° 33' 01"W EXISTING BOUNDARY LINE KE L18 425.53' N89° 33' 01"E `�� PROPOSED HANDICAP RAMP TRACT N RECREATION AND PARK TRACT PROPOSED A.C. PAVING TRACT 0 PRIVATE STREET TRACT FOR SW CHETCO CT EXISTING A.C. PAVING TRACT P OPEN SPACE AND PARK TRACT PROPOSED SIDEWALK SCALE ///// PROPOSED SIDEWALK BY OTHERS 60 0 30 60 �� PACIFIC COMMUN!� DESIGN TRACT Q RECREATION AND PARK TRACT EXISTING SIDEWALK 1 INCH = 60 FEET 12564 SW Main Street Tigard, OR TRACT R OPEN SPACE AND PARK TRACT 97223 .��--� T Q .� [T] 503-941-9484 ////////1//,/ -`- /• •/ / / / / //�f ` ♦ ` " ` Y ` mss / / / / 9 / / / / / .L - , / / / / / / te r- TRACT S OPEN SPACE AND PARK TRACT / / / / ` ` ` / ` / ` / / I� Iw' / / / / / / / / / / / / / / / / / r O, ♦ - / / / // / � � / // / / // / / // / // / ` � . � / / / / / / / �. / / / / `� `� `� �`•'•••• 19+3 3 ' 20+00 20+86 / / �\ / / / / / / / / / / / / III. • ilol II II / // / / // / / // / / // / // / / // / / // A$.4.****`,t �9kp0 TRACT T OPEN SPACE AND PARK TRACT / / / / / / / / / / / / / / / / II •• 1091 II L / / / / / / / / / / / / / , / / / / t.•' 1ST SUBMITTAL: 01/04/2022 // / // / // // / // // / // // / // // / // // / // / / // // . . LIS / // / / / / / // / / // / // / / // / / .._4,4+4,4+4,+, "` " " ma' SW KESSLER LANE ' / ` / / / / / / / / / / / / / / / / / / / / / / / Q S , / / / / / / / / / / / / jb - TRACT U PRIVATE STREET TRACT FOR SW CAYENNE CT / / / / / / / / / / / / / / / / / / < ; / . v v v v v v v v • / /- , _ _ .. �� `V ``V_ .e �, \` / / // / / // / / // / / / / // / / // / / // / / // / , :• . vvvvvvvvvvvvv . . . . . : "♦ REVISIONS �/ / / / / / / / / / / / / / / .' w � vvvvvvvvvvvvvvvvvv v v v v v /� TRACT V PRIVATE STREET TRACT FOR SW RIO PLACE / / / / / / / / / / / / v �� !s �� iV ` �� ♦ `�°�4`° / / / / / / / / / / / / / / / / � vvv � • w vvvvvvvvvvvvvvvvvvvvvvvvv • r.• vvvv A.SW.S "`, W/ vvvvvvv. NO. DATE DESCRIPTION / // / // // / // // / / // /// // // / / vvvvv •°, > vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv� "` "` "j `�` vvvvvvv ; 51 TRACT W 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2' AERIAL EASEMENT / / / / / / / / ) / / // / gvvvvv � :• [ vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv • ��1t4y�44E__ • vvvvvvv •: / / / / / / vvvvvvl ,7 - - n — rr - __ O / / / // / / // / / , vvvvvvvvd • ■ ) i "F / - - p o TRACT X OPEN SPACE AND PARK TRACT // / / // // / // REFER TO PHASE 1 PLANS - • v v v v . • _ I - - - - - /// // // // /� FOR WETLAND MITIGATION L- _ - �/ I TRACT Y PRIVATE STREET TRACT FOR SW DEVLIN CT i // / / // -- - III- 0 1 TRACT Z PRIVATE STREET TRACT FOR ALLEY / /// // / p HA/ / .`i, iri1 W � l 52 %// // //%/ .. 1\ l 111. .. ... , \ PROJECT LIMITS 1 , , gl I 53 DATE 12/07/2022 • • II / // / / // // // // / . — 11+00 -—-I 12 -SW DARLING LANE+00 13100 — -O I I / to 6.00' , AI AWMF ■ U i► _ A mErAr PHASE 2 g I \ �'i b.00' 1 "i PROJECT LIMITS II 4,, I PHASE 2 PUE, TYP. 6.00' PHASE 2 PHASE 2 • PROJECT LIMITS PUE,TYP. ; ii oo I PROJECT LIMITS . .i . I PROJECT LIMITS 45 ii 46 47 • • 48 49 50 ,p 55 _____, � I 7 , I loo . ° 'r• fIII /! 56 R:civelt, ievtace, v \ ~PUE, TYP. %4 I \\\\ I ' . o i% PUBLIC UTILITY I i% I I \ EASEMENT 62 61 60 59 58 o %j Ta IorMorrison. \ \ 64 63 Y I 57 M \ \ \ 6.00' \ \ ",\ + 6.00' l j PUE,TYP. rei •. °,n° � -.'••• 3(=121 fPUETYP. 1 .� �� l .. -. -- - 3 p 9 3 SOUTH RIVER w \ \ I / I - - - - - 1+ 0 L 2+00 I / `!s iiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiA111111 ilii iiiii■�J ‘41411111r.11 _ C11 I �— o \ 22+00 I- -�T - �� 24+00 - ►5+00 26+00 27+00 L8 28+00 29+00 30+00 C1p IL I I \ \ 0 - �� - L - I L7 SW EVERTON STREET o TERRACE o \\\\ ti�xp I % • . A A A v A Ai i. /� .// .�� 0- 3+00 0 ‘i iii • w 8.00' . � !I 16 1 6.00' I IP PUE,TYP. PHASE 2 ci c� II_ PUE,TYP. • PUE,TYP. 0 I a 1 1 65 66 67 68 69 70 71 I I �� PROF, � N 3 I a / l 1,,_,, 64450PE� o . co 0011.1116111 Lf, • Q 8.00' O— ■ 6XMW,t _ o PHAS . m PUE, TYP. ° i,, w / I OREGON ^ s M a a % I FGA 9ti s 95) CoQ 00 o I I I • �, b.00' l 73 �� SCHW PR�1. os M I I I PUE, TYP. `r' / .� i I I w l RENEWS: JUNE 30, 2024 III E N N I I 1 N • � 83 82 81 80 79 78 77 • � � b.00' IIICL % PUE, TYP. SITE PLAN I I I I �� I PUE,TYP. I I I / % i 74 F ill !! �� /�SLOPE EASEMENT t o i i r. W7 / r / /� r 1L [j o AND DRAINAGE F -+ `� EASEMENT i i i 7 L12 SW RUBICON LANE - L • 11 I I I I - I- I I I i I I I I I I I I I I I �1- - 17+00 16+00 15+00 I 14+00 13+00 12+00 11+00 % l 18+00 L = / / \/ l i�Ll�� ///////l /1C//iii/ir�L�11/ v/ / 7/ . % I 75 �1 I I I — - - - - - - - - - - �1 .._ SLOPE EASEMENT I I ��'\' 6.00' I e` o ' I I I PUE,TYP. I., �— I Q I 1 IA Ln I PUBLIC- I 1 • • p, UTILITY I 1 I �� PROJECT NO.: 395 103 c E SEMENT I I 1 l 84 85 86 87 88 89 90 76TYPE: CONSTRUCTION 3L1 • I PUE, TYP. REVIEWED BY: KCS I I I rI PUDE PUE,TYP. i– l'i+ °) 1 1 I I t o rn I 111 I • 1 1 I ....‘ ,A".. )1 24+00 25+00 L18 26+00 rn I i' • o Ci• I --� II1 :. Y.11111TH' F1A111 •1� ■ � ■ ■ ■ ■ ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ :■ ■ ■ ■ � ■ � ■ ■ � ■ � ■ --�■ � ■ Tri Erni � ■ rn e MATCH SHEET 106 1 05 MATCH SHEET 105 � ■ ■ ■ SIT,i� ■ �m ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ ■ ■ mm ■ ■ � ■ ■ ,... ■ mm ■ � ■ �� ■ ■ uLli Ar LI 1 I I I _ _ • CA• r PUBLIC UTILITY, SIDEWALK, • iiMIINNI TRACT Q i 3k00 0 I • \11I1I1 01 1.11 6 Et LANDSCAPE EASEMENT I I 1 k a ��, II l• 1� /� - pI�1111 w I 1 1 '• - " ' ' 94 93 92 91 / s PUBLIC AERIAL I I 1 /TRANSMISSION LINE I I / k00 O 1b.00' / Lti �� :A(1111111111 EASEMENT PUE TYP. 6.00'p.3.00 Q� i � �� I PUE, TYP. /�� 5� / PUE,TY103 104 ��1� ��i�i�wiiiii�iiiie iiiii. / L / 102 kIM! + ,• \ 101 I �� I I I74-1( \ :� - �� TRACT T .t �I SLOPE EASEMENT 14+50 0 \ TRACT SI - - - /.• ry > / Nib11 I qq / ` KEY MAP PUBLIC UTILITY I o - / 98 / "� EASEMENT I I IiiiiPUE, TYP. / \•-'v Q�" i o I I I ``�� / 97 / / 106 7v. `" Ln M I o \ �// /.<\_ b.00 / 17,49i) tib o ° : ; : o // PUE, TYP. / '. ° °atta 4 `1 PACIFIC COMMUNI DESIGN I I I �/ / 107 vIIcoHAsE ` / 96 ,� 12564 SW Main Street Ti and OR f � `� 97223 g 1 1 ILi �� 7108 �i� O� 1 1 1 I I 6'.+62 �°' // / v v v� "`�", [T] 503 941 9484 I I - . / ` 65 3 \ \ 95 vv*,,�,fA&w • \ v ,V�""t o I I I 6• \ // 109v - ` ` 1ST SUBMITTAL: 01/04/2022 ce s.00 \ \ v, �i�-�. I oo \ / , v - �i�` �i O I I PUE, TYP. 1 \ \ TRACT Vim,O,"l f c. I ®•< \ / �`frRAcrw�,� REVISIONS I I N " .O �, " NO. DATE DESCRIPTION 1 ' % ir - // r 1 6.00' / , *,,,t. -i,4 / .,-4... .... ...".Z% :' �.: ►�� x00 // ♦ • Or�i��! AAA p�0��i��'i PUE, TYP. / / �c /� O S�� A++4 �vvvv -`�, \ , / \ "":vvvvvv �`, i SLOPE EASEMENT AND �� / /\ --------____6_8..L.00 / �"` vvvvvvvvv - w� • vvvvvvv DRAINAGE EASEMENT I /4 p0 vvvvvo� ''-•..,�vvvvvv� , it /i .�X� vvvvvvva •• 90 �vvvy TRACT X ROYROGERSWACODESIGN \ / V � vvvvvvvv , �.� / a ' 11 / V v V V V V V V V V V o� — . / ' ••, I 1 .�' vvvvvvvvvvvva — �v ovN, AP PUBLIC UTILITY, SIDEWALK, 1 � / / • / /� \ .Et LANDSCAPE EASEMENT cvvvvvvvvvvvvvvv-tt.vvvvvvvv7., vvvvvvvvvvvvvvvvvvvvvvvvvvv •Il, Lvvvvvvvvvvvvvvvvvvvvvvvvvvvv \ \a As_BuILT II — /vvvvvvvvvvvvvvvvvvvvvvvvvvvv ` • ;.PUBLIC AERIAL II ` i� 0 / / vvvvvvvvvvvvvvvvvvvvvvvvvvvwv � — 7 XOO DATE 12/07/2022 TRANSMISSION UNE ` '� � b"� % / 133 vvvvvvvvvvvvvvvvvvvvvvvvvvv � . 14PPR0� KC8 v - - vvvvvvvvvvvvvvvvvvvvvv ,pt� 1111 .e "` • V�� - vvvvvvvvvvvvvvvvvv� 3 EASEMENT e 'er — — O/ j / /4 47 "W ` vvvvvvvvvvvvvvvv 7 \• � �� i 132 �`�;,�`�;,� vvvvvvvvvvvvvv / / vvvvvvvvvvvvvv 6.00' J 0 . / �� `.��`�, vvvvvvvvvvvv� 8.00' �\ \ 11/* 1 PUE, TYP. 0 15 .•/ / ,` "• vvvvvvvvvv� PUE, TYP. \ 00 / f- vvvvvvvvvv Qx ,\ 9100 -- - 00 11+00 12+00 13+00 I_ 614+00 - ./ 131 / *V.,; ""`4, v v v v v v v v 118 \> X i / /v vvvvvvvv � 117 / �\ '<°° H______. ± �- i- I -I I 130 /✓ -,*"* ;,* % ivvvvvvvyi ,//,/,//' �, o L1 , .♦ ti �i,lvvvvvvv 6.00' /, SW PERTH ROAD / �� 116 /�,� I WI 11 air i 129 v 'vvvvvv PUE, TYP. /�i//�/ �'� -- /,4 .c � 128 / ` ` � � . • i i/, ✓i�A�� ' / � vvv V� ��., v v v v 114 //�,�/�.�/V �� //// /�'� vvvv ♦ �� ♦ vvvv /•� /, ' iPw TEMPORARY 1 127 ``� . �' //r,.• 0,�a1 11 � I DRAINAGE � vvv - ` vvvvvvv /!�'/� '' /�;.// �1 CONSTRUCTION 26 �i vvv - * vvvvv (/i� �- /o;./'�� EASEMENT r.V"c.TRACTAA /��•/� P /,ice �/EASEMENT /6v - " " vvvvv i/,/�'., ,,// iROY ROGERS WACO DESIGN 1I 124 � v v - r� �� - v v v v v v v� v kp /,/,�p 1 �� .4* � vvvvvv_y."- ti /��i vvvV��► /��vvvvv //iv//�/� //i/�/�� 119 • • W�v \ III - TeAltaCe w v vvv `�`�`�.'+,�j,,t1 vvv v 110 �o///%�i/'�/ y 3� %,viii///i,l\ - V�`,` ,♦""♦ r '. /•• �� /i/%i/ 120TRACT EE • - /� o v v v `,`�"`�• V,"�`�` - vvv •/�j/'�� ' L'�%�//� o SLOPE Et �� rn TRACT DD TRACT BB _ vvvvv �'� O �W.. vvvvv �/�%tea 0 C1-- 6.00' � m o DRAINAGE �� vvvvv r�� tj� �tj��j� • vvvvvv // /,/%Vv PUE, TYP. •' t w EASEMENT vvvvv/�� ♦��vvvvvvvvv �/0,/, / / 122 i�`p��y - TaylorMornson® M 1 wvv - � vvvvvvvvv \ TRACT Z /�/�/�� v .,t++�� 4�,stt+s4,��vvvvvvvvvvAv �,,i,..,�ii,L/ 0 a cN vvvvvv ��♦ � �� '- vvvvvvvvvvvv I� a 123 PUBLIC �,t.� .�%Y vvvvvvvvvvvvvvvv TRACTCC�- �° ° ° ° ° vvvvvvv - " v, `, �" UTILITY ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° `% �� o.. • ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 00 SOUTH RIVER EASEMENT vvvvvvvvvvvvvvvv-_„, „,�� vvvvvvvvvvvvvvvvvvvvvv\ 1� I _ _ - vvvvvvvvvvvvvvvv - �"4•- • = v v - SANITARY Td_ vvvvvvvvvvvvvvvv •Z�- vvvvvvvvvvvvvvvvvv�svv = �--' I / __-.-- .0 M o 1 SEWER / l$ vvvv vvvvv _____ ��ss TERRACE — — — - EASEMENT - •��r�� '��''''''�� L,_, L,_, II / 1 II 1 1 1 PHASE 2 N 2 1- PROF ;* rp 450PE O G M LINE TABLE CURVE TABLE � - OREGON 0^ Q. - o G/ /1! 9 20 �O L LINE # LENGTH BEARING CURVE # RADIUS LENGTH CHORD DIRECTION yC SCHW P �� M_ . L3 380.15' So° 26' 59"E C3 195.00' 146.65' S21° 59' 38"E RENEWS: JUNE 30, 2024 a L4 29.00' N14° 10' 08'W C4 400.00' 283.81' S62° 53' 22"E LEGEND NRIGHT-OF-WAY -- -- - SITE PLAN = L5 784.74' NO° 26' 59"W C5 275.00' 397.25' S41° 49' 57"E - - PROPOSED 'V!='!='!.e. - ' M EXISTING GRAVEL 7'15EXISTING RIGHT-OF-WAY L14 690.62' N89° 30' 15"E C14 375.00' 306.46' N66° 05' 33"E I EXISTING WETLAND EPROPOSED CURB AND GUTTER �N �N �N EXISTING WATERS L15 197.76' N42° 40' 51"E C15 372.76' 148.33' N55° 17' 22"E "' EXISTING CURB AND GUTTER u L16 198.13' N43° 53' 24"E C24 150.00' 76.81' S75° 46' 48"E TEMPORARY DEGRADED - PROPOSED CENTERLINE •••••••♦ BUFFER ENCROACHMENT v L17 57.11' N66° 41' 20"E - EXISTING CENTERLINE n EXISTING BUFFER IN DEGRADED L27 74.87' N13° 07' 35"W - PROPOSED PUBLIC UTILITY EASEMENT CONDITION TO BE ENHANCED L32 62.91' N89° 33' 01"E PROPOSED PROPERTY LINE �, (INCLUDES TEMP. ENCROACHMENT) a EXISTING PROPERTY LINE Ln L33 27.78' S47° 19' 09"E '7vvvvvvvv , on o EXISTING BOUNDARY LINE v v v v v v v v v PROPOSED BUFFER MITIGATION g) PROJECT NO.: 395-103 c L34 386.25' N61° 14' 37"E TYPE: CONSTRUCTION 1 PROPOSED HANDICAP RAMP REVIEWED BY: KCS L L35 77.21' N59° 57' 01"E PROPOSED A.C. PAVING Os 0 rn EXISTING A.C. PAVING 0 ' - PROPOSED SIDEWALK Ln SCALE I 06osM ////// PROPOSED SIDEWALK BY OTHERS 60 0 30 60 0 EXISTING SIDEWALK m m m Z _ 1 INCH = 60 FEET '/ I r�` //// jam /% /iii%i%%% // /- ____=_�;��! 111A"�% /� / J / / / // / �;'sw %� ri /�/ / I , r �.�240.../ /. /./ // ///// // /ig0 /---- - -�/ �/ / / / / / L- / / �/ / / /,/ / r / / / / / / -� f /7- ;i KESSLER / / l / /// I I r_..----/i/„ �� /�/ / / // /�/ // / / / _ / f --/- -L / / LANE / / /I L. 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I / // ////// // / ///j / / // ///// oz(/� ^ `\\-. =- ` �, 304 �3ob.31 FG -10.11 1--- ' I i� X3.2 FG® I, i I \� / I�/�j/// //// / /// ,� /// , /, M//z r�' ~�l -�� `_ `ti =i�� "t��, I�� i Al -.� :_ - rr 32,.7 Twp �V \ 12564 SW Main Street Tigard, OR //�` I //� , // / / // / ///, / /'/ M ~' �,,, 306 1 I -�305.5 TW 316.5 TW ( I I 31 _ I \ / / ]�� 11 11// //// / // / /// /� // / // / 1 I2' /\l\�l"�^ �^ �' ^ 299. FG • /•• ® I 40:0320.9 TW ,A \ 97223 / \ /\ 1�I 1 II I1/� // /7/// / / // /////' / / ' / ."�,, �...`r 1ail* �� ` aro,.s TW- / I ` �� ,�b I: SII \ \ [T] 503-941-9484 / / / �r N\ II 1 IIII /i/ /�/ // // // /// /// / r�I/� `� ^� � 308 r� r.�� s �� s� N \ \ / / / �\ 11 1111 I II I/ , // ///// // //// / / , 1 / r- s ,� -v,� ,? �q!ar / .. /� „a.Wl✓ 1 %,,•r�� \ i / / 11 / //// // // /// //, / / (/ �-`---. >J �, ' �'� I ss 's - '\1 SS 3<~ ss ��Ik MM'!' �b r 317.0 TW �w M C316.5 FG 1 �- A / 1I 1111 111 �/ //// //// /// ' / � I l / _ �oIII o \ '� . N \ 1ST SUBMITTAL: 01/04/2022 // / // / JtlII1Ifr/ 2// /'////2'/,/// ')1j'J 111I1 / / / � / � Z �' , --' - 1 \ _ \ SW EVERTON STREET _ Il �, \ \/ v / , iy . ...,, i.h. �a,_ _ ,) ► v v v REVISIONS / / / / / .'4-� -v _ _ , ,, �� - C • �� 1� ,�'° �. \ ,o v v / , I 1 ,I� // / / // / / / / // �/ / / �� LT �-� / �� 31ti -®301°I1IFG 1p - _ \ \ / �\ 1I11111 ,1 1 1 / // // / / / u_��"'` / ~ rjl 1 311.1 TW 317.0 TW ,: , / / \ (111 111111 111 I(/ /�/ // / / // //// / / ti / \ : R �/ / / , , (, J , III . \ \1 / , /> , Iq / / I ILA \ 3,7.7 TW r f A, \ \II / �/ .�) J 1I 1 31L7 TW 314.0 FG® 1Q A■��•= \ / ` / I 1 I,1 , 1 I / / / f ( I 1 ., „(\J,/ l 1 111 1 ®310.0 FG \ 317.4 ITW ` Vf �� \ \ ////\� / II 1111 11 1 III I �I / / 1 .-. 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I I I // I I,I I I,I I I 111 1111 I I \�`� �L / ,/ /////// /�.v,F,, ,.,.,,,,,,,..�o/� . �:_.�1 N \ APPRo� KC8 / / / u 111,1 Ihi , I 11 T om / 1 �� A �„� � „��-.I I I \ \ \ \ \� // r / / / ,' / / 3 / / % /SW RUBICON LANE e'er- ss \ '' •� `-� N\ \ 1 1 j I I 1I11j I �� I \\\\\\\� � / 3 \ o \ \I + \ / IMMO 6 %� iiiiiir iBERS I , I \ \ \ \\ \,\ _ - // / , , / / / M ,30 309.o Tw' . G��3 I \ N 1 I I 1 Ce w IIII II ` \\\ - _ // / Go � \/II 1 \ \ \1- _ /- / / / / I \1O I I \ \\\\ / / •� . 305.8 N _I \ ` // / / ' , I� ®306.2 FG / 111,,,,7.;53!,,,n7,w43:0 r�l N \ \ \ - s 1 \ \ \\ 1111.1111.10 l\1 ` \ \ \\ \ \_ �- %x/31°.// 4 I 306 / -- : .. 11 � I 304.4 FGA \ GENERAL NOTES: .- 302.0FG `� ` ;% _\ 11 , I \ \\\\ _ _ -_ -- ....... IIP I� 3001 T"� �I13o �D ` \ \\ 1. REFER TO SHEETS 110 AND 111 FOR 1 ! 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"" 301.4 TW� \/ \ I \ \ \ _ , - _ 296 1_ 297.6 FG R:LIVA, ieVICire N \ \ / 11 I \ \ \ \ \\ `,_ __- �j� I - , 294.a Tw • ✓1�N �l 1 -- - 324-- - EX 2 FT CONTOUR M \ \ ,� ivy \ \ \ \\ _ -�- -- - _ _ - _ _ - Ai94. ,� ®293.6 FG , �14)�`9�` �� ` 300 \ \ I I \ \ \ \ - - _ - - - 1� I ( � �" o E,i \ . \ \ 1 II III I I \ \ \ \\\\ \ \-_, -- -- _ - - +�2920� -_ �� - �� \`�, 5� '�� .� ;s6/1. ill/�\ l - - 320- - EX 10 FT CONTOUR \ \ 1 \ 1 1, \\ \ \ \ \\ \ ___ _ _ - 10?�� ti� / o d - co CT ...,,,. i� rTaylorMorrison® \ I 324 FG 2 FT CONTOUR \ \ \ \ / IIII \ \ N NN N \ - 1�� / �� b G'' . " ' �� 1. 1 \'z94.7 \\ \ 1 IJ \ / Ih1 \ \ \\ \ \\ \ `�� ` �, o ti \ ��N I ,� '^ �'` 1 11�- �.9 i �z93.7 FG\ \ 1 I /J N/ 111 I \ \ \ \\ - 290- -- - � �\ tib _ 4441()). /.."---(7i40 .76,\V" ' �� " \I4 II \ \ 320 FG 10 FT CONTOUR w \ / II \ \ \ `\ �� tib\ " 2930 TW\ \\ \ PROPOSED RETAINING WALLN I < ► 11 \ \ \ \ \ / �� % � X88 j \ 268.9 FG , 1 SOUTH RIVER IN ` ..*%%.. - ---- - ---- � ti ®287. FG �� c I I I \ \ \ - - / � -?Z86 6 \ / PROPOSED IP RETAINING WALL OP 1 I \ / I \ \ \ N. \ \ 1 . 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' 131 cor f ° ° �7 ° ° ° ° ° ° 271.9 FG ,,L, / 266.9 BW / / / ■ - N kb_ N N - ;� �,- �- - / ♦♦ i/ �, ,� Ids�,�v' vvv vvvvvv 266.9 BW ` \ �- /1187414 / / ab. ■ I ��- �� ♦♦ \ v �� v v v v vvv ♦ / \ t1117 � / O \ �� SW PERTH ROAD STik SA \ vvvvvvv \ ' / , ��:��-fes -40 i/ ♦.. 130 �/ _,,`� �,"�� v v v v v �i / / 116 \/ \Y / �ii/�%'��\\ / /�9$ / J / R:CAVA ieVICAre M �� M �®� -- - �� .' °_ �`�`. ��"` °vvvv ° / \ / / ` �.% �.,�` , \ ►�� _ `� ,_,129 vv . .., ��,. ' vbvvv ! ` \\l Digi -_� �1t` � i �01i� �� , , ♦ 115 _ _` ��. J, _-; 2.:0„. 0 -+moi 128 \ vvv i v v v \� / \ ///;�,-. N �/,��- / /3 M / ti ,,,,v;-_----,,,_ - 23s I w v v �� 6 vvv 114 \ ♦ p,,/ji /,�'// 8 �\ 297.8 Tw 1 1 236 \ I •; ♦ "�Oa �� , /�// - ® 297.1 FG TaylorMorrison. Ia® 260.9 TW , , . / j4 �v v.."O.. vvv . �� /O .'C / \\ Q .../ `N ,/ \ I ��I 0 234 1 (, r• / V 259.9 FG / ✓ vvv • vvv • v ° P / / / 1 \ ♦ 247.3 TW 232 I I I . 126� � �iw, / 113, / QS////�' d // I//4,4 / •:,6\1 .6\1 W �® 241.0 FG 257.2 TW �� v rw,`� TRACT AA v v c / / / \ \ � �� ,N• ��f/. / / / et / o I \ ® •� D v . v v v v�v p ` \ S //�'�' �ifill / - ®297.2 FG/ I , 1 I 246.0 FG 260.2 TW l' , �, / 112 \ / / / v / Mt�'1- I 246.0 TW F8 253.6 TW � 124 � p �� , • vvvv v p�/ , /�//�,I/ //�/�iI i / ' I/- I ® \ 240.0 FG� \ , v ;,•o�".opo v v v v v , . \ ' /, ,,�/ , I , ►, SOUTH RIVER H L I 256.0 FG �\ \ / . // / \ / w ( � zi5 i0 FG �� \ I w - ,6, �` W A,g •v v v v v N i 111 \ / , i/ .. /, ��,/ / / 119 i �\ /� ��// /� , 3016 TW \ / I \ �� /� _ / / ..�� L /�/�� / ri7:41511 FG 1 �., I �- N J ° vv vvv /,/ 'C ,//� ♦ / -) \ I I I I I '� I ` - `° ° ° Ivt45 � 14 "� iv ° 1 10 \ /Ii//1//'�FlP v i /,A// �/ / ''I I 02° ° . . i v ° % IIS / / / / ',�o ', 1 1III I I 11 _ __ �- -;V�`. .e`�.--4 ° d ° �� 1 , ,;•; �; �, ///;///�'li , \ 120 ; ' 297. Gl i .dmil Ill M TERRACE oiik I _ -�-�"- �i A ,'1 ,4 _ 121 1 fp,,\ ^o� TRACT DD TRACT BB . vvvvv '�� u' �• ��Kvvvvv vv 0,,,,,,,/ 4000..��` ` �� o TRACT EE I 1 I I o N I I \ ""`� v,��`� / /�//,,/ �� ] II,\�� 1 I �NI vvvvvi vvvvvvvpv it / ,/ O � p 12 oI IMN � \ I 1 �� vv • t�,�,"�i vv "�,�♦� vvvvvvgvv TRACTZ `- /�.�• ' / \ \ J PHASE 2 �1 I I \ / 304.21> \I . v v .r,"i �� ♦ia ti I NN' I \�� \ I _ `,� ° ° ° ° ° ° ° ° ° ° �\ \k- \ / 272 �i��i/•I/ � �N�� / � � IIID297.6 °o1 I � I III I )))// vvvv vvvv �t.� �� 6° ° ° ° v ° ° ° ° ° ° ° ° vo ° �itsmolor1 / � / / / \ dI c.'.a ,I I I 111 I o00000000000�s ov"0vv�"`� vvvvvvvwvvvvvv ° ° �\� / / 11 I , ; 297.6 TW IWI` I I 232-_1 111 I r / o .�,,,�,,, , vvvvvvvv ° vvvv vvvv- ^P / - / 4 I 296.8 FG I�1 �� PR( F , LD 234 _ N° vv ° ° ° ° ° ° ° vvvv ° ° " , 0Pv0vvvvvvviivvvv vvvv K I I I � O,NE-4,4) ,... / • vvvvvvvvvvvvvvvv • �, . w F. rn b� I • 2236 - I 1 : 4,,,..#,.t= _V.L�v ��v_i_ �v�� / / I1i I I\3 �' v ° vv v vvvvvvv v °w 13 STAIR STEPS5 >� 1 �\ 1 z208 / vvvvvvvvvwvvvvvovv 701 ` i� 1 > 1 64450PE 7 1L ob o \ 1-''',`:40 yo.'"">.....1-_ =_ '- I I - - - / / // / - / r , ,5,4„(4.7d____, ` , %'14 . . \ ` - �t` 9 O �Q 6 � ��.�..•p.. 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ZO �`� AL .......":,,-.- 6-- ' O •252- 54° 256 15$l- i�bo Nb N ol ok N N A • 8 O A 6 c/,‘ 0 57 6 cP O c•, A M c9 ri /13 S 246- c�� --- 2 I I _ �� 0 / �� / J \ / �\ \ �� \ / // /� I \ \ '\ ( C SCHWA 4 I I / i i I II III'\ \- ,\ / / i / / / / / ./ \. ` RENEWS: JUNE 30, 2024 -ii- -`(2 ABBREVIATION LEGEND: GRADING PLAN 76 II E FG = FINISH GRADE SURFACE Li) TW = TOP OF WALL Y N TOP OF v SLOPE SW = SIDEWALK v N - PA* SW TW a CUT OR FILL SLOPE 0 I PROJECT NO.: 395-103 PA* TOE OF Ion I SLOPE FG TYPE: CONSTRUCTION LEGEND OVERLAND FLOW LOCK+LOAD WALL (;) � H/2; 2' MIN. ;_iii- „III-III= III=11 REVIEWED BY: KCS S - - 324-- EX 2-FT CONTOUR r��y� O EX WETLANDS BUFFER CAST-IN-PLACE WALL Et 20' MAX. 0 M O - 320- EX 10-FT CONTOUR - . ‘ EX STREAM NATURAL OR ,r, FINISH GRADE BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, SCALE I 09 as AND RAIN ON E NOT SPECIFIED BY `% 360 360 SW RIVER LOT LOT LOT LOT LOT LOT LOT SW LOT 350 TEKRACL 65 66 67 68 69 70 /1 1651H /2 - 350 . • BOULEVARD AVENUE - 3401- - 340 330 ..-�� \�� / [/ \ 330 I z' I I I I I I I 2:1 MAX / —5:1 MAX SLOPE 320 // , \ \ 1 SLOPE I I SLOPE , , – 320 310 // - –1– ' � 310 RETAINING ALL — --\ RETAINING 300 // – — WAL_ 300 / 290 / PHASE 3 FINISH GRADE, TYP. 290 / EXISTING GRADE, TYP. 280 / 280 PACIFIC COMMUNI DESIGN 12564 SW Main Street Tigard, OR / 97223 270 // 270 [T] 503-941-9484 — — — — — i 1/v 260 260 1ST SUBMITTAL: 01/04/2022 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 REVISIONS SECTION A-A 1 NO. DATE DESCRIPTION HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 20' 320 320 AS-BUILT SW RIVER LOT 95 TRACT BB DATE 12/07/2022 310 TERRACE 310 Kc8o oh.> BOUL=VAR) o LS 6 J PHASE 3 300 I J cI I 1 300 290 SL1OPA - 290 280 _ _ _ _ _ - - _ - - - - - - - - - - - - - _ _ _ 280 ,, 270 , –� ' � fi 270 =�� 1 / t- 260 _ J 260 R:tvejt, ievtace,�rn �/– r FINISH GRADE, —YP. NTNG GRADE, TYP. N V 250 250 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 TaylorFVlorrison. LI, Li_ SECTION B-B HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10'IL SOUTH RIVER w w Ici 0 TERRACE 0 CL NPHASE 2 330 330 N /� = SW RO ti TR.CT DD kJ TRACT BB TRACT AA TRACT Z _OT LOT TRACT CC N LOT LOT LOT LOT LOT SW / 320 PRIG/' 0_ 320 ROGER .> 110 111 SW NOOSA 123 122 121 120 119 ;, R VER , /� F N BLVD 4 u COURT _ x TERR / ��` ��,I N4-4,4)-* p — ~ BLVD � � 64450P 310 c 310 Kt -5,4w,-14 I I OREGON . 300 � 0k 1Zo ,O L�, , ti i • SC NW A�\ /Ios 411/4 RETAINING WALL/STAIRSN 290 I I I 290 RENEWS: JUNE 30, 2024 280 I I I ,; 280 LOT SECTIONS T 270 2:1 MAX SLIOPE 270 PLAN -- FINISH GRADE, TYP. z c 260 — — — EXIS—TNG GRADE, TYP. 260 Y _ _ a) —3:1 MAX250 – — — SLOPE 250 _ — 2:1 MAX�_ ._ S_OPE a 240 . /- - - - – r - - 240 "' \/ IL�1 PROJECT NO.: 395-103 o II on 3:1 MAX TYPE: CONSTRUCTION 3 230 SLOPE 230 REVIEWED BY: KCS 0 as 220 220 rn 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 M SECTION C-C a HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' Z 360 360 350 TRACT DD SWPERTH ROAU - 350 340 1 340 330J 330 320 • - 320 7 310 - �7 �\ 310 300 \I 300 290 -1\_ `N 290 280 I , ,_' 280 PACIFIC COMMUNI� DESIGN 12564 SW Main Street Tigard, OR EXISTING GRADE, TYP. 97223 270 [T] 503-941-9484 RETAINING WALL ' 260 260PHASE 3 1ST SUBMITTAL: 01/04/2022 3:1 MAX 250 - — — J LOPE — _ _ — 250 REVISIONS NO. DATE DESCRIPTION 240 240 3:1 MAX SLOPE --FINISH GRADE, TYP. 230 230 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 SECTION D-D HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' AS-BUILT DATE 12/07/2022 APPROVED KC8 350 350 NN lACT Z N TRACT LOT LOT 115 N TRACT AA SW TRACT W > LOT oo TRACT a' I- LOT SW TRACT LOT 89 SW LOT 8 LOT 70 SW LOT 59 LOT 49 340 r Y 114 u RIVER u 109 o U i_ u 100 -PER--H Q RUBICON -EVERTON 340 O O TERR O OROAD LANE STREET SW 330 NOOSA BLVD 330 ' COURT —2:1 MAX 320 I I I- Thd SLOPE 320 ) REAINIVG LL .. � I I 2:1 MAX— Qcvelt., 310 I I f SLOPE I - - - - - -I- - - - - - - - - 1 _,\�^� I310 M STEL FENCING T CONCRETE rn I I _ _ T — \ 300 I I COLUMNS PER DETAILMEET 113 I I 1 I I — ` 300 . TaylorMorrison. � 3:1MAX ,i RETAINING WALL SLOPE 3:1 MAX SLOPE — ' 290 - li 290 I IL FINISF GRADE, TY P. 280 _ - _ 280 SOUTH RIVER `" _ :XISTI IG GRADE, TYP. 270 — - - - 270 TERRACE o 260 2:1 MAX SLOPE 260 0 N 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PHASE 2 N SECTION E-E a HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' ., pRIrF , N 4.�GINEF�/ 64450PE 0 330 330 Kt �w M c, OREGON ^ Z �G /4' o �Q o TRACT CC TRACT Z LOT LOT LOT LOT LOT LOT LOT LOT LOT SW RIVE x 4/, • 9' �1� M 320 110 111 112 113 114 115 1'6 117 118 TERRACE u 320 SCHWA ' [BOULEVARD k) ,. RENEWS: JUNE 30, 2024 310 310 N 5:1 MAX I LOT SECTIONS 300 1 I I I I I I SLOPE 300 I , - PLAN 290 I1 I I I _ — 290 1 Y v 280 _-- ' 280 2:1 MAX SLOPE 270l — — -1\_ — FINISH GRADE, TYP. 270 a _ — — _ — — 260 _ _ _ — — --- EXISTING GRADE, TYP. 260 PROJECT NO.: 395-103 OD — — — TYPE: CONSTRUCTION L 0 250 250 REVIEWED BY: KCS as 0 0 240 240 as 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 M i Q SECTION F-F z HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' TYPICAL SECTION WITHOUT GEOGRID TYPICAL SECTION SUPPORTING LOTScr. IN rl1l 1-•It NA BC ADD ANOTHER LAYER OF GEOGRID WHERE HOUSE FOUNDATIONS ARE WTUHIF:GEOGRID ZONE SEE SHEETS 107-109 TYPICAL {y- �y STORM AND ��f �y UTILITY {��y �-y ry SEE❑VILDRAWINGS FOR GRAERrNG SEE{IMEDRAWINGSFOR n y I 1 TICAL SEC I ION STOR AND SEWER U 1 ILI 17 CORRIDOR TYPICAL SECTION SUPPORTING SW PERTH ROAD ABOVE STORMWATER POND 1 CRUSHED BOCK MAIC PARTIOLE 3/4-INCH QE4R OR WELL {RADING AND DETAILS GRADED WITH LESS THAN 5%FINES. MINIMUM WIDTH 12'. AND DETAILS BEHIND THE WALL REIfIND THE WALL _'_ IltS F115 I s�'i� CRUSHED ROCK REINFORCED RACRFILL MAXIMUM PARTICLE a_,. = ,� } "� 1�' t 1.5 INC3lES,MAX 5%OR MAX 1 2%FINES PER DESIGN REQLIIREMENTS CRUSHED ROCK MAX PARTICLE !L 1_ 6 " I. SEPARATION GEOTEXTILE INOT 0 In FOUNDATION PAD DR FK76TING 1 �� a Z Z # y , NECESSARY FOR CRUSHED 3I#-INCH CLEAR OR WELL GRADED J`I b .s 14 1" '! SEPARATION GEOTEXT1Lf¢IOTIVELESSARY FOR CRUSHED Tl� �' _ ROCK REINFORCED 11ACI4lLL WTTH LESS THAW S%HNES Tl ti'„MNI%7► # 7. ROCK REINFORCED BACKFILL WITH SKID 12%FINES) ��', A WITH 5%TO 1 2%FlNESI Z L 4i7w1K M. a. FINISHED GROUND PER CIVIL DRAWINGS 1112 'S .1. Ir i A Z Z k n CI I, 1. t.5 CRUSHED ROCPARTICLE 1 5I.NC RS. BACKFILL MARE + � 2� CRUSHED ROCK RfINfOR{m EACRFJLL MAX MINIM,•i..' Pd1iTICLE 1.S RCCHES,MA%5%DR MAR r`h+�• '? DR-AIN ROCK 12li FANO PER DESIGN REQUIREMENTS ••.71.1%.t•7: ¢ $ GEOGIUD-AS PER DESIGN TABLES LI -\\s._ w. I• _ ,� 3 .h .�y ,, I�,I SEE CIVIL DRAWINGS FOR W SEE CIVIL AND DETAILS FOR PARTICLE 1.5 INCHES,MAX 5%OR MAX 12% E.APNIN SENT AS SHOWN IN ''‘V/2114111,110 5 �" DING AND DETAILS mi. I.,I y" I� ill a_. fi y MAXM♦1.X 1 fi FEET IN UTILITY GRADING AND DETAILS EINES PER DESIGN REQUIREMENTS RETAINING WALL DESFGN TARIM ; 1!•i A-INCKARAMETER PERFORATED PIPEPVE SPEOFEEQ BY ENGINEER i� J w + -• BEHIND THE WALL J w !. }I•� 4 FOUNDATION PAD •M I'R�: +>+ J < CORRIDOR BEHIND THE WALL 1 ,.y + � ; * OR FOOTING 1 STRUCTURAL d '4 # T is u,,..' .,3.›,„:„.,.- 4 FILL { ��i! �� • '• w CRUSHED ROCK REINFORCED a yo71■17�'1i '} 'S BACKFILL.MAX PARTICLE 0 Iwo FINISHED GROUND PER 1 '7. 4 1-5 INDIES_MAK S%OR MAX 12% d 4 O CIVIL DRAWEFL 3 A�, .2 6 FINES FOR OESK,{a REQUIREMENTS ce 14�DI.1-■i ♦vEXSGRId-AS PER DESIGN TABLE. J H U .{ CI 1 di a i Lu ,. *. "'.�+ `�R. UU * O 1 4 /NOT ELTI RUSHED LE 1 �.F - rt et ,q :5. U W 4] FACING '' :��17,.41 �c I } •4..14.-V �}};aa�C�c ' i kz?.. �F I� ROCK REINFORCED RACKF!L- ��` • +L SEPARATION GEOTEkT Ii CCINNECTTNG 'LOOP NEIGNT'RICHT ANGLE DISTANCE FROM COUNTER-FORT TEXTURE u•1 .F ' i.�.a. Jk WITH Sx TO 12%FINES) 1 1 `t+ _P- MDT NECESSARY FDR coN BEARING AREA ON BACK OF PANEL TO INSIDE OF LOOP a�s, DRAIN ROCK J ' [ ' L CRUSHED ROCK A-INCH-DIiMETER T£R[fORATEDers UTOITIES _ REINFORCED BACKFILL -t FRONT VIEW LOOP MATERIAL 2044I51ISf-DIA_?5'STA/NUNS STEEL rot LINCE.p+-3� PIPE(PtieSFEC7F7EDBYCNGINEER f ,LM WIiHS%Tg1296FlNESs F. OR APPROVED EQUAL(MILD STEEL GALVANIZE UHGALVAN I )- �! * t 11.1 � s I SIDEVIEW 1 1:71111•11/0.1i1111) NOTE: , rx INSTALL SURSEC1UENT GEOGR1D t 1'1E INSTALL SUBSEQUENT GEOGRIQ SPACED EVERY TWO LOCKTLOAT RI OF {APPROXIMATELY 32 INCHES]_ '. .R t. kC LAYERS IN THIRD AND UNITS*?I c GEC1GRiO LAYERS IN TV LOOP EMBEDMENT STAYS THE SAME FOR ALL TEX ORES- CRUSHED ROCK IMV PARTICLE • • •• •• ROWS DF LOCK-LOA❑UNRS CRUSHED ROCK MAX PARTICLE THIRD AND FOURTH PAC I F I C COMM U N I DESIGN ^ FIRST LAYER OF GEOGRID PLACED AT BOTTOM OF&DEIS- ,. FAONG 3/4-INCH CLEAR OR WELL GRAFTED 111 f - BELOW FOP OF WALL 3/4-INCH CLEAR OR WELL GRADED : ROWS OF LOCK-LOAD 12564 SW Main Street Tigard, OR iT#XTURE V.FFH LESS THAN 5%FINES. IM�0`h j '1.. �_ �r��"{ WITH LES?i1AN 4'1G PINES. � � � •�� UNITS HELM TCP OF g � w �. 3 • OOP TYPICAL SECTION SUPPORTING STREETS .r i • I i WALL 97223 il " CINNECTiNG ONNECTING LOOP 15-7y STEEL '` [ ] 503-941-9484 ._ T TOP VIEW LOOP BOTTOM'VIEW }r �►+* ELLS _. 1 ;ea: ' xL FOUNDATION 1 I, k1�11 .+ _ �i �xp t IN PAD OR FOOTING '" =='f CRUSHEDROCXREINFORCEDRACKELL FOUNDATION STRLiCTUR4L •, _ ; $ NOTE; , MAX PARTICLE 1.5 INCHES,MAX 5 X 4R SEE CITU DRAWINGS FOR s PAD OR FOOTING HG I D ?' FIL1 1 0 - rru,rrrrr, STRUCTURAL 1ST SUBMITTAL: 01/04/2022 r^ MEASURED FROM BACK OF PANEL TO IN$!OE 5 MAX 12%FINO PER DESIGN REQUIREMENTS L1U4C71NG Al+�dETAU3 a01 0. + - - - . t'll + 1a ao- BEHIND THE WALL .a 1 ly� ,'_. ]Fi FILL 7 ▪ HATES: RADIUS 13F CONNECTING LOOP DNNE1 FiP,= •a t { • ` ■ ,j. }, 'r: •ryc ▪ 1- 555 AIR ENTRAINMENT BACK VIEW LOOP y "'ilk- I FlNSHED GRADE PER '=I -ELEVATION 741' F' 2. 3 POUNDS STRUCTURAL FIRER PER CIJ�1C YARD I ' ¢ , t I ` [ CIVIL DRAWINGS REVISIONS 3. FACING TE}CTU{IE AS SPECIFIED IN CONTRACT �:-= x SEPARATIONGEOTERT]LE{NOT _T A o- FINISHED GRADE PER 1, �4�I�:MEI NECESSARY FOR CRUSHED. . = CIVIL DRAWINGS I•. _ E 4- MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS EQUALS 5,500 PSI% 1 T # # a.y ROCK REINFORCED BACKFILL E „# y ` :z GEOGRIDASPER DESIGN TABLE �� ` 5EPARATIONGE4TEXTlLE }y NO. DATE DESCRIPTION 01111111' �� .1 #4 8 WITH SMTO 12'X.FIFg'S1 • �Il�cl�l`. _ �� .�.�. DRAM ROM OVER DRAIN ROCK Tt 14TlI�LM-f: '� y I 41, r4, .Jf # {NUS TO RE RLS IN l -- - '} .. INSTALL SUBSEQUENT GEOGRID ? - .„ <: ti{. 1 I. NN iNr . iii ',''' CONTACT WITH GEO[.RJD1 ?USHER ROCK MAX PARTICLE 3/41-INCH CLEAR OR +1 • • TI■Y •• LAYERS IN THIRD AND FOURTH f EMBEDMENT AS'•••••`<...",v4-.....-'� r 4 0 E 2, m WELL GRADED WITH LESS THAN SX FINES. 4CT�INIf:m6 - i �& 1. EM BEDMEr4T A5 SHOWN Uk / f ROWS OF LOCK-LOAD UNDS SHOWN RN Cu ru ^ I RETAINING WALL DESIGN ,, 6.75"EOUPliEIGIfF -` x _ BELOW TOP OF WALL RETAINING WALL IIS` ift ,. ' .4_ I�Mill 4' ___5. $�_^ - V. -Il�il�l !ARLES Mill Mill L. 11 4at FOUNDATION PAO 1 �k alli m. C } DESIGN TABLES .. GEO{TIID A5 PER f+• r OR FOOTING • 11 ME ill.GGhia.- LAI 14 - .b_.__��__ STRLi{TURAL �/ V '� DRAIN ROCK ' �; ` OESLCFL TABLE & �/ _ I CLOP' FINISHED GROUNDPER CIVIL y�. il '4.n g, a Hu F �/ti' �y, � '� al � .y 4 A GEOGRIID AS PERDNI F R-INCH-DIAMETER PERFORATED PIPEJP,!{SPECIFIED BY ENGINEER .1 -INCHPERFORATED Z DNI PICTORIAL VIEW TOP VIEW SIDE VIEW ` REAR VIEW � i i. a 4 DESIGN TABLE .• a PIPERVC Li 3 f- Z EMEFFDRIEBITASSHOWN IN }, .;:•-4iVMR� F GJ IR ROAMING WALL DESIGN TABLES oL.. s� 1.7r1t F. 4 r Gil ` NOTES: ~ ~ } ¢. .. ❑RAlhl ROCK AS-BUILT r 1_ G%AIR ENTRAINMENT G 4-INCH-DIAMETER PERFORATED a 'e _3 POUNDS STRUCTURAL FIRER PER CUBIC YARD ,. FIPEIPJ{SPECIFIED ENGINEER f DATE 12/07/2022 • 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT28 DAYS EQUALS S-S00 PSIi. E GEOGRID SPACED EVERY TWO LOCK+LOAD BLOCKS{APPROXIMATELY 32 INCHES]- APPROVEDKC8 4 FIRST LAVER OF GEOGRID PLACED AT BOTTOM OF BLOCK- g r SEE DETAIL 3, e FT LLA PEDESTRIAN GUARDRAIL SPECIFIED IN ENGINEER PACLNC TEEM R I r:6 11,-_____ 16'{{SOS-rt�wrrr} RICHT ANGLE 7TANCE FROM ataNEMBED POST JN 6-TO S-{NCH ' ICflL1NTERFURT BEARENG AiIFA DN ¢ DIAMETER PVC SLEEVE RACK OF PANEL TO INSIDE OF LOOP 4 M OR SONO TUBE 3.2-INCH MIN. CONNECTING17 d 48-INCH MAN.DR .- LOOP SPECIFIED BY ENGINEER �_ TOLERANCE-0+_25' '•T COPiNECTINC LOOP DIA-0.25- .1.=lI=II=l1:x11 X11 i:Ii.i.11�1I 1111 ll-I.II i II= MATERIAL-204-1 I S RSI-STAINLESS ' ppri _I STEEL OR APPROVED EQUAL MATERIAL M TofrW[HPVICSLEEVE fL7R Mail WI BACK VIEW SIDE VIEW R.9)eiti N S�7ALLER FENCING OR HANDRAIL I�il FACING TF]ETURE iejtArt•Ce SPEC IF IED BY ENGINEER GCDGRIO WR4o SLfPPORT FOR -16'M 16'{4E}SkA051 W • PEDESTRIAN GUARDRAIL ONLY . Q r+'j F66.EIONTht LOAD FEN{E OR n. liell CONN EC[INC CONNECTING LOOP17.4 CONNECTING LOOP Li_ IR �� " ' ° layIorI\./lorri son. I .hill- FRONT VIEW TOP VIEW BOTT•MVIEW o W c I�F�i1�2�'+�'IP� mi J Q O SOUTH RIVER Lu I)MINIMUM CONCRETE COMPRESSIVE STRENGTH 5,500 PSI AT 26 DAYS r. E VIi/,i1il 2.1EiX AER ENTRAINMENT k > V1 F r` Vri• 31 3 POUNDS STRUCTURAL FIBER PER(URIC YARD II + 41 FACING TECTURE AS SPECIFIED IN THE CONTRACT = 3 - /elf FZi TERRACE B-FOOT ON-CENTER SPACING FOR FENCE 0 OR PEDESTRIAN GUARDRAIL BY OTHERS- TM EMBED POST IN AN A-INCH DIA 2ND CAI RSE Of COUNTERFORT + REINSTALLED SOW)TUBE OR PVC -FROM TOP OF WALL TOP OF WALL COINTERFORTS o a_ .ti S- + F- I 7 I 1 .I IB I PHASE 2 X ...... :- Tr i X • 1 It .11 .. Li., _ - , 27" �y VIEW 0 TTTTTTTD u� w+oi ��..u.��I.% I.U.I ,.�-.I� TOP V IEW .. J � •,..h.5ra�rr.�EaL.�-` w:,.�,•.i...u.r.,` _.,...�;'a..�--' �<�.�I.; --' �•,: ,L;,�.�-- '-',...�.X„�.�. TOP 1fIE1N a 4 RIGHT OUTSIDE CORNER LEFT OUTSIDE CORNER - APPROXIMATE Q/C CV '° V OHNc TOP TRIM DETAILS } I' F COPING SYANDANDLOOP HEIGHI E Lgl1 TOLERANCE-0+.2S" ' t/ l 1 In I ,u ADHES]VE O I COtINTERFORT e ri ONSTRUCT10' I M 3" ` CONSTRUCTION PAA4E1 ADHESIVE ALONG ; 6 in i ' TIOPOF PANEL _� $ :~�.. TOP VIEW .n LEFT OUTSIDE CORNER I^ •ANEL SIDE VIEW SIDE VIEW TOP VIEW OF PANEL ASSEMBLY SECTION WALL a FR 0 .. 70 g RETWLICI HON INC CE D ETA I LS 32"S115 Mini IN E4ETWEE`•J COPING PIECES �� .E S Iy NOTES I]MINIMUM CONCRETECGMPRESSIVE STRENGTH 5,500 PSI AT 2S DANS V1 gMIS" 2)6%A111 ENTRAINMENT ' Q 111 13•(330 rn 3}3 POUNDS STRUCTURAL FIBER PER CUBIC YARD U 3 � HOTEL 4R FACING TEXTURE AS SPECIFIED IN CONTRACT .L; 11 MINIMUM CONCRETE COMPRESSIVE STRENGTH 5.504 PSI AT 213 DAYS N TOPVIEW 2]6%AIR ENTRAINMENT VIEW 31 3 POUNDS STRUCTURAL FIBER PER CUM YARD L V1 N 5 in a TYPE A RETAINING WALLS - LOCK AND LOAD o PROJECT NO.: 395-103 4.41 01) GENERAL NOTES TYPE: CONSTRUCTION REFER TO THE APRIL 10, 2015 GEOTECHNICAL REPORT AND REVIEWED BY: KCS L MAY 21, 2021 WALL DESIGN. WALL DETAILS ARE FOR o REFERENCE ONLY. rn O LCR Os rn i O1 11 Q z 0 GENERAL NOTES REFER TO THE APRIL 10, 2015 GEOTECHNICAL REPORT AND MAY 21, 2021 WALL DESIGN. WALL DETAILS ARE FOR REFERENCE ONLY. 1 EXTEND ALL GEOGRID/MESH(MIN 4 INCH OR 100 mm +/-I INCH)VERTICALLY AT I-' THE BACK OF PANEL. ENSURE A 100%OVERLAP CONNECTION SURFACE AFID m REINFORCEMENT GETS TO THE BACK OF THE PANEL AS PER DESIGN PARAMETERS_ La 0 I,, t LL 111,4,,c8 nrifflaghiliki''ILia. + , 1:!........._Ii:/ 1_ ... �IMUt 1 I L FACING GRAVEL,CRUSHED{WELL/GAP GRADED) J 3/4 PACIFIC COMMUNIS° DESIGN 0 c: d;,•.. 12564 SW Main Street Tigard, OR i iii503-941-9484 97223 � `y � L CONCRETE WALL DETAIL NOT USED [T] 503 941 9484 FC # S W 4 i 1 Q F 1ST SUBMITTAL: 01/04/2022 I- E I+ f� ; � 51 REVISIONS NO. DATE DESCRIPTION • S. r,iIrti-' -{--ii • INCHES OF BACKFILL BETWEEN 414. ILAPPED GEOGRID _' 3 INCHES OF BACKFILL BETWEEN - r�:#'P illoskV. LAPPED GEOCRID ■■ :.. cr ILiI! _4ii� ... � . � , �.�, � . _ } r AS-BUILT F ■.at.._iI 70Ki�l►aI •,_lI as gag ri: ;+ DATE12/07/2022 rw.L�..r.1M.� ■•1114.495.,..11'7,415011471.11M101114.4.4.111,101 cd:• :- '..,1 �a rs � t +� aAa s__:NealkAPPROVED KC8 ma y.s.�...-'I15 NUN � .r rmannliok:1�i.Ao4dqi�i�IiR�1�1C1.10.!i��1! r'$1�Ip5�}•pE:it I� +y • i ice!■ :a - ■■■MOIT. 1•UCM.:yIMMPLy1sl��#L!y'��kWMAIC MEM.> _ I 1■■ ■■■AIM iinrl£i11��IPSaf}'i'lf 124116.110 l►+ ■ - ■■■■■■■ • ** OWN" i b .il :#1C RI S#i a1►S�1Kii7"l�iriD ■■■■■■■■■5 ■ Me.■g■ri.PAMIlra MM ANN■■■■■■V/10..'.`1le ii?ailiMRFBCL'11@ 4. MM - L,m71■ee..i inem1n iimist91ee■ --iiirR■■a■■■■■■wE�vg3■■ ■ ...1- I + 1- R t Z fLd PLAN VIEW ORTHOGONAL PLAN VIEW OBTUSE OUTSIDE PLAN VIEW ORTHOGONAL °' OUTSIDE CORNER 90 DEGREE CORNER 90-180 DEGREES INSIDE CORNER 90 DEGREE mar P- a_ a ) lijil M W/�I� N e , ievtace.M TaylorMorrison® N I k ., N IL , 1/ Gr.' LU ,LU W - SOUTH RIVER II I-I H E f 3 V 3)< a z. LE1 I I! 'I,rl r r1" -r.-r11=1 _ lots o ,, ,.,.. �,,. E-I11-17-71-111-1III- 1- Panels Height Embedment Exposed Height Grid Length Type* TERRACE �'�r, 11 11- I I-I i 1-�I i' u I I IFH 11=1 �]111 I I [I " 'III I ' ;..• 7. a 11 3 T N �r. ad ,.. ., �.v -- I I I_I11_I 111111-1 , ' N rw v � t, 11 14.7 1 13.7 9.5 3XT z ,-.-1 PHASE 2 i 1_"4 r' n il� i _1 11=11 IB 11 -1-11_ -"- ISTI IG GROUND • :.. '. 1=1 11=1 11 I 1=11-11 I H ]-1 11=1 11H 11E1 `*S'•' ' +'` 12.0 11.0S Y J ;'4^'yr._ r.* 4 ,. -',r. *Y P:44IF1� r•,-� OLINDATION PAD AS SHOWN ,, -F C a '°,�" '��, °'k,�'•``��I�: ��,��•��* r�#►S`1�': I a I=111-I I 1=1 I I-I]I�I I-I I�I 1 1=M- r...; �: i'•-r � 1 q 3x/ � i WIE ' Irry.4,l V O. !\T 1 I =1�"-n1� -11 1 Iil I --i I=1 11=I T 1=1 I HI ill 1 8 W36 i -�T- 11 I CI 11„•YIL�,<, � ipTr= �_ �a T a 17=7ffi-r111-- .1_�[1�=�I I,;� ��x--. 1 IH11-_III- I, _{. . . 1none ADD LAYER OF GEOGRID AT TOP OF WALL IF HOUSE FOUNDATION I5 WITHIN GEOGRID ZONE R RT I. ' y 5 ri ELEVATIONVIEW FOUNDATION STEPS ! '','r's ' - :- � ' ;' Streets (Except For SW Perth Road Near Stormwater Pond) M I �A Panels Height Embedment Exposed Height 1 Grid Length Type _ a w FACING GRAVEL- CRUSHED,CLEAR * �.; ,, ig 11 14.7 1 13.7 9.5 3XT N or WELL GRADED<S%FINES, 1-t:10151 );rt � .a i �.❑ r WALL .- i ow _ci_ - LW 3/4 INCH MIN. PARTICLE SIZE I, - I 7 9.3 1 8.3 6 3XT ., 76 `, r. i 5 .7r DETAILS ��7�jti IIRE7:. EOGRID BACKFILL ZON i', v N SII=1111 11 I� II=11=11: IE='• • -`" } `{ x i i .i.'? - _=II=i111=il= - -I1 i1 1t` SPECIFIC 1"._,.._ � ?h IA=11=1 s 'r R ��=�r wMll�a :t."•;:�; ;'+ _ - ' hall Supporting SIN Perth Roar! Near Stormwater Pond _ - 0 •=11- "row!,i -gamipm. [- Panels Height Embedment Exposed Height Grid Length Type N -ii -11 E=ii.li.l 11=1[-=I _.: ""�+�•�{ - l 13 17.3 • 2.5 14.8 1?.3 3XT " • -' FAC1NC GRAVEL FOUNDATION Imo. Ipp' I I Imp! ISI ,t'': ,,„ ! a 2 1 1 1 I I I a. 11 1,1.7 2.5 12.2 147 X T '' MIN. 2 FEET x 6 INCHES(50 •` `f :.i, ''' ',' 6 •• • In 150 mm) COMPACTED TO ;+ ', ,�, r, } ,. .I �• I i ;., ' 'I '. ;.", r '�:r. ; 4 * v Z I 9 12.0 2 10.0 12 3XT 7NI o cc SPECIFICATION .. ;,.F.i+ :711.,. -,r,,, : ,',., ` ,,�,.•'? 'I ; •. , II_ '1'..:i ' i ;� ,,.'.• ;. /:, l' �:. .l L, it PROJECT NO.: 395-103 LI a R I r•.' ' % '*'� M -• MI f RI i t'' :71.51 IJ - r i 7 9.3 1.5 7• 9.3 3 I in TYPE: CONSTRUCTION c I •'Y'. '` I 5 ren �.I + V.I -* MI . '+�' • � Ias. � � --!✓_'- �} r + - .. , LLI } ' „' ;'I�',+..` ' w+' � _. .."+ a.. .. i „ , t d 5 6.7 1 5.7 f.7 iT #ate rsREVIEWED BY: KCS o s OOTING AS 5PECIFFED • `$ i m CROSSSECTION FOUNDATION PAD Et PLAN VIEW FOUNDATION PAD CORNER lI o a os ItM i O Q TYPE A RETAINING WALLS - LOCK AND LOAD GEOGRID DESIGN TABLE - LOCK AND LOAD 1 1 2 . 2 1 , 1 GENERAL NOTES: �� \I \ * *IPA".P%' —0 ( -- o a- _ ` / o � i \ 1. CULVERT STRUCTURE AND FOOT DESIGN STILL UNDER i -� 1 - 1 CONSIDERATION _� J1 _ %''' %kell EP: 1+48 ' \ / n �j 2. REFER TO SHEET 114 FOR SECTIONS A Et B.41 *. t c' *.%** ;;;;; \ %/' i D ' ° . \ ' 3. REFER TO SHEET 115 FOR SECTIONS D Et E. I - 3 _ ° �" \ �'�'� I I \\ ilu I °_, \----7 „ ° ° °_ ° Al — /11' a E i \/ // 7 1 A \ lc/ AN4 (Aili>. , / w�Fki1 n ``` /// /I / 280 ...., I a - - - '// / '/ -/ 1�°` — .7 \; ", \ \ I D °I ' ' ° 1 ° if , �.. / _ KEY MAP °a Aiir /a B ---,...... .. r..4 ..1.141,_, , 1 — / A, / 4 ��/ \ C-1 c' 1 C Y ' Ni / C,) 1111ft 1 r , I ''' 7"..C,............ .....:........ AIIIIIIIIIIIIIIIMN..Z_7. ----'. . A A \ V I .................... lab.,_/ 'S..:,„_..... .. -- - ill \ w ,tir / r�� / PACIFIC COMMUNI DESIGN 0 wf / / 12564 SW Main Street Tigard, OR so — 68+00 p----� -,� _ I‘, ,, ABBREVIATION LEGEND: 97223 sn _ �� / // 7g,00 / // = \\, '�(i�c / Lqo� [T] 503-941-9484 ° \ SD / �� — FGD � // "."s /� ,�� , STEEL FENCING = FINISH GRADE SURFACE _ '. /� / WITH CONCRETE . / �— 1ST SUBMITTAL 01/04/2022 ` '- ........,.........274...... a \ ° m / / TW = TOP OF WALL SEE DETAIL, HIS SHEET T __ 280 1 11 45,00 , B - -278 280 \.-iiiifififi�iiiifi�w / / \ SW = SIDEWALK REVISIONS S _ RE I N �� ; \ - --.J_ ti / Imo. NO. DATE DESCRIPTION 274 v � - --- o� �`��: / _ �, l /� w ■m ims 272 \ o a \ ""�\ \\ , I / /Ii, \ ° TW ■m , iiii O �, "'"""' iii 2 8 270 \ /� ` / �o ° ° o \ �"` J. - + 7 / ° titifre i n•. ��i �� _ / d ° ° O . ♦ /�1 / qL v�� '_ a .� i pmAtips 74pir4 --11Pr- ,--, .4.<A z / 4 41/ ° ° ° �� ° / =iii-iii_��_ ir,_AAA. 100 r- a ' REFER TO \�\\_.7 ° ° ° ° \ ° ° ,;7 / 0 `4 / w / \ '° / / ;' GEOTECHNICAL ° \ ° ° ° /�' / - REPORT FOR APPROX. As_BuILT ° ' ,56, ° ° ° ° 0 Q ° •° °� ,''/ ,y l l l DEPTH OF DATE 12/07/2022 7 ° ° ° ° ° ° ° ° c ��ti//‘' to ��w �o �ti �a/ a, <o( / \ y / 4/ OVER EXCAVATION APPROVED KC8 ° ° 's;7 ° ° �° ° / // os � / �`� � , `\/ l ♦ °G // % \ 1 l > \_ _ i AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW RIVER TERRACE BOULEVARD - PLAN v SCALE: 1" = 20' NI GENERAL NOTES /,, 1. FOR SITE WALLS REFER TO DETAILS PER SHEET Dl.XX AND Dl.XX. CJ 2. PER GEOTECHNICAL CULVERT CROSSING DESIGN MEMORANDUM DATED SEPTEMBER 20, 2018: THE TOP AND SIDES OF THE CULVERTS SHOULD BE BACKFILLED AND COMPACTED WITH IMPORTED • ievtace. u_ GRANULAR MATERIAL CONSISTING OF PIT- OR QUARRY-RUN ROCK, CRUSHED ROCK, OR CRUSHED Weh, M GRAVEL AND SAND. IMPORTED GRANULAR MATERIAL SHOULD BE FAIRLY WELL GRADED BETWEEN COARSE AND FINE MATERIAL, HAVE LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE U.S. 300 I I 300 STANDARD NO. 200 SIEVE, AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE TaylorMorrison. w MATERIAL SHOULD BE PLACED IN LIFTS WITH A MAXIMUM UNCOMPACTED THICKNESS OF 12 INCHES AND COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED I BY ASTM D1557. TYPICALLY, GRANULAR BACKFILL SHOULD EXTEND AT LEAST A HORIZONTAL DISTANCE OF 5 TO 6 FEET ON EITHER SIDE OF THE CULVERT AND SHOULD BE AT LEAST 2 TO 3 FEET I12" D.I. WATER THICK AT THE CROWN OF THE CULVERT. THE ACTUAL EXTENT OF THE GRANULAR BACKFILL SHOULD SOUTH RIVER 18" D.I. WATER BE INSTALLED AS RECOMMENDED BY THE CULVERT MANUFACTURER, CONTECH ENGINEERED a 290 BOTTOM OF 290 SOLUTIONS. BACKFILL SHOULD BE KEYED INTO THE ADJACENT ROAD EMBANKMENT BACKFILL. LOWEST PIPE 111111111•10=0"1""NI CONTECH ENGINEERED SOLUTIONS TYPICALLY RECOMMENDS INSTALLING A GEOTEXTILE FABRIC FINISH GRADE ® 4.45 I LAYER TO PROVIDE SEPARATION OF THE GRANULAR BACKFILL AND THE ADJACENT ROAD TERRACE STREET CENTERLINE . EMBANKMENT BACKFILL. IF USED, THE GEOTEXTILE FABRIC SHOULD MEET THE REQUIREMENTS FOR ,1 -_M SUBGRADE GEOTEXTILE IN OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION - 2018 (OSSC) J IllprAIIIIIIIr —...... ill II 1111 —uI� —�1 _ - _ - - 02320(GEOSYNTHETICS) FOR SUBGRADE GEOTEXTILES AND BE INSTALLED IN CONFORMANCE WITH 0 280 -'�-- 280 OSSC 00350 (GEOSYNTHETIC INSTALLATION). PHASE 2 V �. _ w 1 u - - Q I 1 _ - - ' 7.751 _ _ _ _ - - - - - - - I - - PROPOSED 12" (PVC \�`� D PRIC1 - — — — — I ASTM F679) STORM LINE � . $. E 270 - - - - - - - - - - - - - - - - - - - - - - - - - I ST,:68+85.74 � 270 64450PE STA:68+68.43 I I SQUARE CONCRETE BLOCK xw, / ____, EL :272.75 ELEV:272.06 I I COLUMN WITH STONE STEEL PICKETS SPACING NOT TO . . , OREGON ^ - - r< EXISTING GROUND C� I VENEER AND SQUARE EXCEED 4" CLEAR BETWEEN PICKETS. G/94' 9, 200 �c I17.31 WETLAND PRECAST CONCRETE CAP 'L • 1. a STREET CENTERLINE STEEL RAILS C. SCI-1W PRS 260 I ' 260 D 67+00 68+00 69+00 70+00 4 84 _ RENEWS: JUNE 30, 2024 e 0000u0000 O•• o ciao 00001 SW RIVER SW RIVER TERRACE BOULEVARD - PROFILE 55" 24" TERRACE BLVD _0HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SQUARE 6" , CULVERT CROSSING Iu u u u I 1 LI uuu uuuuu ...............:. ..,, ArGa;W a; �a jWl a i PLAN Et PROFILE . •...•...•-•-•'•v, ,dt•/ate /a a /a c' ':.: .. :.., ::: a� 1 D V TO ,onoono,c) .oncior )r Jon a 30" � 12" Ln PROJECT NO.: 395-103 II) o STEEL FENCING WITH SQUARE TYPE: CONSTRUCTION 3 CONCRETE COLUMNS REVIEWED BY: KCS L L Os NOT TO SCALE O rnO OsS_ .CALE M 20 0 10 20 . . o1 1 3 Q 1 INCH = 20 FEET ei - - - , -,_. Niga 1 //,11141bYA/ I/0 -4410/441.0* W\ \ *Ot *"44P% . •r,.—. i \�� EP: 8 )\ lit l c' /C %1, %%444. I -\/-- . 1 7 i 2(-- IF . ,----- -, 1/,// D % I ,7,JU, Im . , . . %*. F ° , /— iq -A;z. ,_ _ _ ,,, ,[i ;'''')1 C. c-f .. == __ two -- - °._--a —--L-4 \/ i ' A \ 1 i ,';��oAt litiq i�� .. M k 0 �/ ► / 111113 r� �t' c )/////, Adior / •_ -_, 1,/,// / V \/ if/ .., ..\ - ‹r II. r °° 8 V -iz 7 1 ' 'i, i �� / .' ��v "��_ I �I 1 ci �/ . ` / KEY MAP orf L. ArAW*X1 4 A -' '. D ,f,„ 704 .......4„,"."/- ,, 4 c, 74......."-•••.........„ , A a °, A 4, A fifi I 4""'"iirimurini,--,01 Slip, ------::-.- •.,_,, \I 'Z,-, , \ it' / ri CI , ---„ 4 , dtki ____4 ___fr i d , Ld "A_ , ______ 4 - ° -I , -1...... 41141111111111111111111111.1".C-4 4 I. \4- _____ isrAw .,Apinfrwimlisomor.riiiiiiiiiii-r----- -4-1-- / --- l' 1 ---------/ , . I I:r,41 i:I 1 w - / w68+00 o `fir 1 PACIFIC COMMUNI DESIGN 12564 SW Main Street Tigard, OR ` AlligrAgar ;41,0 ,�'► I / ABBREVIATION LEGEND: 97223 A ° - so` 4F / lit;c4I � © \ � GF / ti�,o / [T] 503-941-9484 --------- So So �� , a�\ / 1 - STEEL FENCING moony _ � ti FG FINISH GRADE SURFACE �� iiaTi _ �AAGii _ SD ° ° p / / WITH CONCRETE _ � / / COLUMNS 1ST SUBMITTAL: 01/04/2022 _ -- �j �,��14„� —I \ p Q 4s l ° / i TW = TOP OF WALL SEE DETAIL, THIS SHEET ---------- BII ..... =_ ___ _ zso 280 ' ,� ■11111 ,r�i�f��;w; 'I��441' ,1,�i - ° • / SW = SIDEWALK _ REVISIONS -278 . 1 �' � ° � / I�� \ 6 — -- �� r i -- IP Ims SW NO. DATE DESCRIPTION 274= ,o °. �`,�, /` /1044 I— �, \ l \ w ° TW ■m 272 ims , o \\ , \\ / I / / � p ■m V , '-' 268 / a ll dM �`�•:. �' ° .i�� 7 74 . i t� . '.4!Ir . . ..., 1 ‘ f '01- , / ca' 7. ' ' * A • 7 74,,,,,, aft p. lam . . o00 voar o � � ;, �14 - � � �� - 7 \ ' 4 \� - �. REFER TO Q .o� / REPORT FOIR APPROX. a,� oa ° oo �� o � f/A l oo oa oa oo ,, l ,/ ., ., � Npliiii64&, c-7 0 0 a / 'N' /'"c\ o <o / 1 / DEPTH R"EXCAVATION DATE 12/072022 7 ° �, a a / ,i 'N ////// 1• `�1 ti1 of '19' '�P �b 15 °° tiq� ql' 1, l ° l l�1 K� 0o o gool � '�A � , � , ° `\ / ' BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, �l �I �� l �l \, ° / /i 4 ; l ,'_ I _ , AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE .. PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW RIVER TERRACE BOULEVARD - PLAN N. v SCALE: 1" = 20' GENERAL NOTES r , 1. FOR SITE WALLS REFER TO DETAILS PER SHEET 112 AND 113. CJ M 2. FOR STRUCTURAL DETAILS REFER TO SHEET 50.0 iehltaCe, ,� 300 300 AND 50.1. R:cvelt, 39 S 45'-0” SPAN x 10'-2" RISE BRIDGECOR/2'1 w PROPOSED 12" (PVC 80.00' LENGTH CULVERT FINISHED GRADE TàyIorI\Aorrison. ,,v, 290 ASTM F679) STORM LINE 18" D.I. WATER 290 3 BOTTOM OF 12" D.I. WATER -b LOWEST PIPE 0 SOUTH RIVER - 1' MIN PIPE - n_ 280 CLEARANCE 1 4.83' EXISTING GRADE 280 12.00' T E R RA C E 5.50' 8.39' 7.66' 7.76' l 12.07' i PHASE 2 _L — - - -Jw �270 - - - _ _ 270 LL, 0+00 1+00 1 +25 Pio-es„ PROFILE SECTION A-A � INeF` / Lu E HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 64450PE ,•7) SQUARE CONCRETE BLOCK Kt -5(4m-4..71---_ COLUMN WITH STONE STEEL PICKETS SPACING NOT TO c, OREGON ^ s M VENEER AND SQUARE EXCEED 4" CLEAR BETWEEN PICKETS. 1G 14, ZOOco O� PRECAST CONCRETE CAP 4 STEEL RAILS C 9. •�1� a ROADWAY FG i • SCHWA ' RENEWS: JUNE 30, 2024 290 — 5.503M010N 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA 290 4 _, a 3.06' FG COVER 84" cq COVER OC uu0000 o goo C�C.O�.1 _ SW RIVER .. �� -1.Oo'MIN 55" 24" TERRACE BLVD LOU 3.00' 280 SQUARE ,n TOP OF FOOTING ELEVATION = 268.60 COVER EG CULVERT CROSSING c BOTTOM OF FOOTING ELEVATION = 266.93 6.50' — 6 y ' U L J l ill L 1 L J J J L u u u u v) 115 + --�— — — — — '4'4:W414 a:*- a�� a l \a04 PLAN Et PROFILE 14.01' 16.34' 4.86' TOP OF FOOTING ELEVATION = 268.60 tr• -l• o• :;.'...:: .: .,• ' 9.09' lap /a ZJa /a c.. ;:�ionj/ 270 —►I BOTTOM OF FOOTING ELEVATION = 266.93 270 :•' : .�.:" ' :'°;r;;°' \ \ 1 WETLANDS 1— ' ,•.._ a 39.43' _ X30" � 12" 0 10"WIDE X 4" DEEP SLOT ' 45.00' CULVERT FOOTING 11.50'WIDE X 1.67 THICK. PROJECT NO.: 395-103 v, PER DETAIL 4/S0.1 SEE STRUCTURAL DETAIL 4 SHEET SO.1 STEEL FENCING WITH SQUARE (i) TYPE: CONSTRUCTION .3 260 260 CONCRETE COLUMNS REVIEWED BY: KCS L 0 -0+25 0+00 1 +00 Os NOT TO SCALE O rnO CULVERT CROSS-SECTION B-B SCALE as M 20 0 10 20 I'' HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' a Z 1 INCH = 20 FEET 0 i . , , _ . _ \ I I . iii1 4// /I 4 - 1 /i'l 4 \ ' III 111111 i _ _ – -I\ * ,p&,* \v------. /////li I - 1 1-1 — ..... lif *MU 0111111/ 1/ --- / EP: 1+48 / /,/ el 14 7 4014** 1.*t \ kit% • A 4 (1.... 4 '..\ f F C ff i ar - I H ILE 4 / / f- I C \ aU a U *0 I i .arNe,-,** L---- A 4 M. ••4--'2... 4 1///I/ \ I ,I _ . = 41 , , / A \ .1 . CC1c7F C -17CC/// MEd! 241 14 Nst.,_ 7.‘: 4 A A CI \\ //ill///1 CPO 01.41)./> \ 4 f/y, , ''' \C, A. , %*, C -VW 4 11 fi, \ \ , moi °° ° \ ——— / / // � , , 7x . /� 611° e ° - I I ° I a /, ti$ /��,c /Air0 0 ° d e I I A N. , ___ 1 CI 0 - / \ / KEY MAP — ---- B vs:1W. .,:,____,.._460021,,„„,.. / -----: 1 C - / \ , AA' 4 JrAt fry***10,1ft, J.' \/ /l. , \ \ b / I "........nLa. --441•01,v14,,,,L.40:41,6, CPfri.. .... 4 A gi irr if AlAilA 4 --- ��.+II��/ — 47, A r/sci ./(i r Ate/ 1� 417 atif AFA.-4- _____ 4 A I W, ' FINEB10151111) , e iirceigaspaT __________ Amr AI araurivir411128141, , A 4 ..,. SD �—�� b ii �� / / PACIFIC COMMUNE DESIGN o _ `/A/Ii ' l l drAiriyir =V��AW� 0%±f l / 12564 SW Main Street Tigard, OR $° `��° / , "ATirfrO \ / pGF / 1,o / / ABBREVIATION LEGEND: 97223 � ° • Sp Sp / �� i`- �/ \ ° ° / [T] 503-941-9484 - — =.—_ W ° / ° / STEEL FENCING v v eMOW AILVA��isz ilii i- ti � d — —— v ---- _ sp I / / FG = FINISH GRADE SURFACE ° d ---- - • ° ° Irffl�� 1 �I v � � ° m° / d / RETE ' ' / WITH CONCRETE \ __ _0WM / / 1ST SUBMITTAL 01/04/2022 _ — -z7g zso soifi�iii•ii•i�iii�i�iw; �� / B ° ° I\ I \\\� / ° / TW = TOP OF WALL SEE DETAIL, THIS SHEET — • \ 6 — — — - �:` II ,Atik44 _ ° o• ° / SW SIDEWALK ° REVISIONS �T 274 T - - I_ :;tiq -- ,a / Im■ 272 �� i •► /� � / 1;�I °\ \ ° I�� SW Em NO. DATE DESCRIPTION ims 6' 4/ •-•;: \77 : 8.. 7 , a . __ -- , sr---‘- .-<---- c. 4 7._.c._ , 7.1'.;_c,s7:o __ o 0 0 0 0 0 0 coa- Ni � � : t fIvi ar- / / k . ° iiiiiii�� r te - . � ° ° / ' I. ,� '�� °/ i—IIIiTi 2022 0 C. o C. o � wX / � , , �. �\ / ` i l l° I /-\ \ \ GEOTECI REFER ONICAL 66- 7 r l `'' \� . , / / REPORT FOR APPROX. As_BuILT C C 0 /.' 1ti�/ e cb o �/ <o DEPTH OF 0c. v v 0 �� o0 0 o7ems: y / i oar �� ti � � � �� q a� OVER EXCAVATION 000 000 moo 00 Boa //)///' '), °/ t ti, / '�o. / , ° / I / K� BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE ., SW RIVER TERRACE BOULEVARD CROSSING - PLAN PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SCALE: 1" = 20' v L GENERAL NOTES N 290 290 1. FOR SITE WALLS REFER TO DETAILS PER SHEET 112 r; PROPOSED FG 39 S 45' 0" SPAN x 10' 2" RISE BRIDGECOR 2RA AND 113. 2. FOR STRUCTURAL DETAILS REFER TO SHEET 50.0 li OPOSED FG AND 50.1. R:cveA, Tehhare L,2 5.51' /�PR 280 – 280 w RETAINING WALL FACE TaylorMorrison® N RETAINING WALL FACE TOP OF FOOTING ELEVATION = 266.'4 6.53' — — — — — — — — — — — — — 6 270 BOTTOM OF FOOTING ELEVATION = 265.'8 – – – – – – – – TOP OF FOOTING ELEVATION = 266.94— 270 SOUTH RIVER oBOTTOM OF FOOTING ELEVATI N = 265.28 EXISTING GROUND . 7_ 39.72' n_ a 10"WIDE X 4" DEEP SLOT' PER DETAIL 4/50.1 CULVERT FOOTING 11.50' WIDE X 1. 7' THICK. TERRACE 260 SEE STRUCTURAL DETAIL 4 SHEET SO 1 260 w 0+00 1 +00 1 +10 PHASE 2 w PERSPECTIVE SECTION C u HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' PRG�F w \,` I NEF�/ Lu 4' E g( -56g4450PE 290 290 v OREGON ^ s �G 14/ ZOO M PROPOSED FG �' ' o 39 S 45'-0" SPAN x 10'-2" RISE BRIDGECOR 2RA /,l, • 9, 1, M — - SCHWA 1\ 5. 0' RETAINING WALL FACE RENEWS: JUNE 30, 2024 RETAINING WALL FACE—, 4:1 MAX SLOPE a 280 - - - - - - _ _ — 280 _ - - - - - - - - - - - - - - - 6.54' EG SW RIVER _ /TOP OF FOOTING ELEVATION = 270.24 - CULVERT FOOTING 11.50'WIDE TERRACE BLVD E BOTTOM OF FOOTING ELEVATION = 268.57 2.94' I f 13.93' 122.30' X 1.67'THICK. SEE STRUCTURAL 0o _270 / WETLANDS I DETAIL 4 SHEET 50.1 270 CULVERT CROSSING Y r it f 0.62' 19.34'— I 45.00'46 I --.--I _ PLAN Ft PROFILE ci N 10" WIDE X 4" DEEP SLOT TOP OF FOOTING ELEVATION = 270.24 PER DETAIL 4/S0.1 BOTTOM OF FOOTING ELEVATION = 268.57 260 260 a 0+00 1 +00 1 +50 o PROJECT NO.: 395-103 v, on TYPE: CONSTRUCTION CIIREVIEWED BY: KCS 0 PERSPECTIVE SECTION D M HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' SCALE I 1 5 os M 20 0 10 20 o Z 1 INCH = 20 FEET NOTE: 1. THIRD PARTY STRUCTURAL INSPECTION REQUIRED. 1:74.1.000,11) PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 01/04/2022 I" REVISIONS a NO. DATE DESCRIPTION WI ri 4 O 1 TN.A Ei AS-BUILT -TT DATA Y2/07/2022 E I APPROVED KC8 m a,� E f &1L0 GOUT TO OL i . alI OWN' nM1n a 4 ff1r L_ �o t — — — — + . — - • — NI M i Ni itj:j r g cu i 4 7eh. TeVtaCe, u_ I so I IL ILii Lii TaylorMorrison. NU _ _ - _ - _ - _ _ _ _ _ _ _ — ._ _ : _ _ _ � _ _ _ � _ _ W SOUTH RIVER O Q Al__.a Ni TERRACE BRIDGE PLAN Li, J V PHASE 2 w U Eh w 1— w w > 2M ri0 Li-) ON M N i N lY N i SW RIVER 70 E TERRACE BLVD -- �. ,� j �YfLMaQr dna r�b'oLaraa'raa,fi sn nes nfrrg aa�uoa I PROJECT xMD_11ms! DATE pleJ WOWu CULVERT CROSSING • :.� n:;'rt�s oo _ .i ; '. 1 E F DOE F TWA RA U B R r '1 ,� „ � . �� 1� -�1-2 Y x di ina.rn:snr pan'horde+,nor a aaooa,nxm�ai v ,t- I ,r,. ,—,r rtFRflk�l'r ' 'n rsorMdfs n ins nr'uw•�T IG..I�N Fes' :n M•,••.�d' CliAWN: N {oruc�. raj�za koonarr+.drtic.n xtid l '.r STRUCTCOPITECIFURAL PLATE SOUTH RIVER TERRACE PHASE E DETAILS . I rr'Cola= o•"ILM didaran dny ,emir= -•1.11 INNI rod -- I .. N — I . .- ww r_ n� . rn PREPARED PACIFIC DESIGN C � 25t: Dear panaaa sow or or#pr r.n a r- - poo m farray*lrm�ru rchir. - w r y-- ca rr_ra I = ipds o dot f...«�----..._ma. npa:nod — i ,.,� 5 C -i Pdii 4c �., y Sl +1D7, ,Nem Cheater,OH 4506g a.cc.,ma MEWL 4±10•o-r k— d ora roams. +, ,r� RTL i.E 9ET NO.: Q �razm rso�}�=Aim am rcr.no'�y�+m lio v 3$Err1 122 513.&15.70.1)3 5 J 3-£ 7'3 45. 93 F&X ti in o �-U tnmrao ricoss naa�aroy Imo-o- 146�1?f DATE REVISION DESCRIPTION BY , PROJECT NO.: 395-103 N C TYPE: CONSTRUCTION I REVIEWED BY: KCS 0 o, 0 M 0 LC) O' M i O L 1 1 6 Q z NOTE: 1. THIRD PARTY STRUCTURAL INSPECTION REQUIRED. Pill?) PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 01/04/2022 REVISIONS NO. DATE DESCRIPTION 1,ruE x x I a_ ;. tri co :c AS—BUILT 1 DATE 12/07/2022 APPROVIED KCS 4 c EE i Liar � m ----- mill'—iiP r N J Li) R LOe& TeVtake• IL ;w CROSSSECTION A- TaylorMorrison. w N • is Are& 15S aq. 2 used, bar sq. It 1IdI I liOTES0 0 ' SOUTH RIVER ? ,� -MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATION -DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES Ni 1 W TERRACE w w 1 PHASE 2 IL U w H w M ¢ W M LL L7-,c) I[-] O, M N 2 $ Q N SW RIVER a TERRACE BLVD Y121YCULVERT CROSSING W x N W DETAILS N Ln maga ati ribn.ar,rvra m RI Q...ai aash wa — ?F r. T Fly 5�-rr ns: '..m .:'. :� i � 0614TECHCitifFECIf BRID E R TWG R DUs R FT " ,n ,� 01f2 .TE 5-11-at Ln ; ma a rag rod ao r P n i Fa nor',mar ba awl r a�aad Q "_r I — r5 ldd+�r, d4fiIy11L' s Ed s F =camp lausacn r• prim am I • — sraucTU L PLATE SOUTH RIVER TER E PHASE PROJECT NO.: 395-103 oA rBra ro1rw.dladarm rn tasilr rA-- -- FQ Ilig _ �r�� [a TYPE: CONSTRUCTION M aararp��sas�r rra u#pia=nFrTaan�sor m —— — ,..� 1IMW_ fEdoG��t PREPARED FOR PACIFIC COMMUNITY T s I REVIEWED BY: KCS s v atm.r¢a,..a saaartaor rp Lr ma naa:.i -- — X25 �rrt1le Pkliir'I� ., +� Cr],� ti� Olie .r_OH °f369.4 PORTLAND Ocis a Cita wt.. .0 Ile rr-r-' ---al ma maa-t Gran , OR M F saaarn ren kr maw ami ar near. ,rmnlriaa v F, R! ori REVISION DE IIP-I I11 B• 1M-39&-1 172 513 S-FUIX 513 15-7' 3 FAX i - Ln '.7.,'•M i O 1 1 7 i a z NOTE: 1. THIRD PARTY STRUCTURAL INSPECTION REQUIRED. IF ri Di:::0 PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 . 3,2 Rings 467 2_S' per ring ■ 1ST SUBMITTAL: 01/04/2022 F ':-Ern' r:'r:rE r: :: : E': E':Ir�' ;fir;Tim ITTETOTE'::MIT: :fir;TOT E T ETV E':T ETEMIIIT: : T E TIFF T T E'er MIT MiTi'I;TITT: : : REVISIONS 11 Ill 1 U 11 0 11 11 11 11 II 11 11 11 11 0 li 11 11 PI 11 PI A 1 i1 11 PI P1 fl h i NO. DATE DESCRIPTION 11 M U n It r1 h r1 h 11 U d rt I1 h M 0 Il h I1 h I1 h U It I1 h I1 rt 1 U 1 a itl 0 /4\ 17 AU 17 Ail 0,0 r7 ii 17 �� VExo pi4\iJ P A �� (IAA 0.'44 IrAii 17 AU 04\00 1 { l Il - ii uU oil ilii uVro Uu uu uu UU 11u uu uU• pu ilii uu U ) a � L i1.1 U U II 4 If u u II A II 0 1.1 II 1.1 1J II 11 if u u 0 1.1 ii Li 0 U 0 11 0 U J adii Lill Ix L;A IU] Lill It RA Lir] 111[ LiA ia;il Lai 11111 LEA LiA L� I q: E PEl : EE IPEI U E UE IFE1 V E : 1FE U E EMI UE UE AS-BUILT r h ri h ri b ri h ri h d h ilh ri h tih ri liri h ri 4 11 liri h ri h ri 4 1 DATE 12/07/2022 1 I A 1All � � I I riiAqI 11 1 1I � _ IAPPROV KCS LIVrJb A1L II L JVD � LII AISL JALIJ JAL AIL Jul J � JAIA II ib JVD AJaill + EE W i it•A LEA L•A L-A LEA LEA ti LEA LEA L-A LEA LEA Iii E•i LEA i i 17=1 UE' `• I IM71 IFE1 !T J UM IMI IREqi CE`•T1 Mql IES IMEI 17M1 IRE IE11 r h ri ii il 4 rt h rl h0 4 ri h rl h ri 4 II It 11 h ri ti 11 4 ri h rl h V 4 i --L-511-"P° M h r I] h h 4 11 114)1 11 All 4 h ri 1} h h 4 1 N rl Irlri 1119 cill- r.I 1:1 -11:1 Ini 0.'r.1 1:1 ' f.1 1:1 '1 0'0 lita' rJ 1:1 ' fi F'l 1 LI i r LI [I AVO AVO hIJ uU 'IO hIJ LIIJ IIII hV[I hIJ !IVO II [i uIJ ! u U ] Re.a7eit, ieviace c,2 ; III IJ 1111 II IJ J G J G ll II II II 11 I 11 II II II IIJ ll II 4 II LI la li l w nEib tEti ILEA it:ti � LEA ibii Lit] LEA Lin it_i Lin ILEA it;i itEi tin ;r TaylorMorrison. u �ip u mi um iii um' um VIS UM 1FM IRM UE Igti En ITYPICAL PLATE LAYOUT r h rI fid 11 ri h ri iih rih ri h 0 4 11 4 rI h ri I d 11 ri h ri i tih i 0 n u h h1 SOUTH RIVER i;,,_ rVrt[i ii 1' � l il tVb � r � tVrb tVPL i t . i 1 i tilli ' I r Igri riI •44trb � r 1 JJ a J a E � 1110 II � Q � II 4 Iib IIIA LILO 111 TERRACE t r "I 1.1 4 II LI [I W I 4 11 1 u W P h il 4 il If P1.1 P 4 ii 11 I "1 i Ii 11 Ii 1 W LEA LEA LEA Lin Edi: Lin tin dD]i LEA ILEA Lt:] LEA EEA i.Ef Ertl EEn i PHASE 2 rimiii ilD4 WTI IDS Cti moll II=E+311 V IFIL rim II 1111 IN IPIIII FEEll r w 11 M 1 U h M h ti 1 U U M h M h ii U P 11 11 h M 1 M U r1 h M h U 11 1 I U Ii u Ii U U 4 II Il 1l 4 Il rl Ii 1 U U u I u l 1 U I) 1 rl � � 114NVU49\01‘9 \rrl \VMVO0 \71142'11) Vr (IIVVIVVIVr \z?.1 \VO' -" • • 1. 'VrAVVr04=10 \014=-r1W .1 u u U U U u u 11 il U U II u u u 11 U U 1I [I u u U . U I • II u u 11 I1 V I Lff r M H M M u 11 1 M u IlliU U 11 u hr H M M llI liH U k i O� N 1 LL WILL i_LEW_llailli alliati_ilk i_LELLi_ i ILL _A_J_ _i_111 alifti_Lla _Lli _Lkii iti alill_i_ilLatuiliti ALE Lift LILL EAU_alit aliLu_Liu Ili Eili Eli N Ni SW RIVER 2 a g 1TERRACE BLVD Li � CULVERT CROSSING DETAILS r _T N 'n dam ral n cwmr rosrw or rw�r�a N+oti v sd �Fs�l�T FIS '�11itL 1°711-2% a,f �,� oar, 4.-=«a=c��er BRI DOEUGR TWO RADIUS ARCH 451-0" 101-2" 3 •� to.ac jr�r�r,sc�-.--��..�� 4a•t�rsa ' � 0 1� Q ; d■aria.r1 El µm Inr�7,war IH Lail,rasmasad Q ,t— — do WALIP.I. n ani rurv,r as_.i"...=:,==1°.; ht pna +roar =tiairi o' � . r ro-mns:rr m ti�..,o� STRUCTURAL PLACONTECffT E SOUTH RIVER TERRACE PHASE 2 PROJECT NO.: 395-103 O � Cmsa auiraa'�riadarsr�la�rr r pasanr.rn�rn '�— c. r.F.'..aza�r�,MI id � rrrwan JMR arWI - . - -- w -Oon hE5cnt PREPARED FOR PACIFIC COMMUNITY DESIGN C TYPE: CONSTRUCTION in � REVIEWED BY: KCS . ..�r.��.r."du� -- X25 GAIL a F1aiMc�., SIALtF7 1++� 1 C:I'IeF_phi PO TLA k O p :""4-1:7�# r-`•--r wr o� C�vam, ` M SHEET X1-- Qs r�usno ren ra.imc�cr.rnaas��r ra . I I EGO-338-11Z2 533.15.700 533-M5.7'993 FAX O La rsx,a rr�naanraairoy onaa. , MA DATE . REVISION DE. LF IP7KIN BY _T a 3 CF 5 M O pr's O� M i O i 1 1 8a z NOTE: 1. THIRD PARTY STRUCTURAL INSPECTION REQUIRED. 17•00.1?) s . PACIFIC COMMUNIT ' DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 01/04/2022 REVISIONS NO. DATE DESCRIPTION if 0.M1{ err Ali+moi .„.r.f.10/17reViggir-. 12:— --= !12&;.7_411.7 Riiirift N..... • • • AS-BUILT- r SEE■ATE PS /4 .id= OONTECH. BIRIDGECOR 5 DATE 12/07/2022 SE€NOTA1 i APPROVED KCS a • II w • • . 1W411 +' - MACROF 'LAN0IfST J IRBEE} a NI ----- 11Mill''"UP REr IFORICEG N GOF,CFtETE SECTION M F OW I NG ---- D R.WTeVirAke eLii Lu Ae Ea STFILTLrkRAL GAMU q i Ll#IIITS. _ .. .. _. . TayIorMorrison. ❑ I AJ�DrrIohiAIL SEL CT GFtA.1 JLAP. S TFHJOTL�RAL B, JiRLL ETES: v, li SATINY MJ AC TOR MATERIAL, P cLA R 7E PENT,Ate CO#+IPACT10P4 ARE isEX _° 0 rmrA rNITIAL LIFrE OVER CRUnr >r 'CIF STRLie TURE AS II JICATEO SY I FACTOFLS Ik Ca TAI r G'AAA WEI STRENGIN ANDSTAB IUri.. oSWOE c AREA TO BE PLJ WITH LJGI4T WEIGHT E 0 Lil MIENT L# Oa LIGHTEPj SOUTH RIVER COMPACTED TO IIREO1JIRED OE NS TY phi Kam D OPERATED E CUIP E10 I TF€ BACKFRLL MAT ERAL WOL .0 Ea F1E.E OF R OCKS,FROZEN LU MPS.AFim FORE/3H k8 Mr.iM. o gCR WITH LiGiTW€IGHT 11:14 Ft L DJGI!TE_R: TRACTOPADOLER DRAWMit Pm ENT MATERIAL NAT COULD CALISE HARD SPOTS OR IDEGOh CR E TO EATE 11106D 5. alaACrRLL MATERIAL SHGLAD BE WELL GRAID ED. 'iiMATE iIAL THktEETG `V W NOTES Tl'iE RE0IMR€MENTS OF A,SFi7G lutpi45 FOP SOiL CLASSI F C.A T 10 Fa,.i.. A-241% Jam. = 0_ OD EPEeiDIP4 G 11 THE SIZE ANDSHAPE DF THE E T PL.1CTLIRE; SPECIFIC eAC24 V.J.S MAY BE TERRACE 1- t.a ALL a€LEC T GRA24L LAR STRU C.TLa RAL BA1CKFILL TO.BE PLOC BED IIk A BALM CED FAS ` ikON I4 T]-IIN LIFT S ftg-i Li E T'�PICALLYM AD 1:1:MuP.EDk KFN L ROST BE PLS S'MIMETRIR .LLY D ON EACH SIOF TINE w OO14iI�ALTEC•TO PE CE Fa LiErt=STTY F STR*.JGT Ifs 8' LOOSE L H LI 5_ EA I.S.TO BE dFACIE 1]TOA MIFalaiLl OF > i BE IT PER ATO T.1M. 1�i OfilTCPJNG OF THE SPAPE S FECES INJFEW G.ALL BACY.FWJ ICS STEPS_I'HE kiENCO$ NE LAE CIE EASED O1 TI'tE SIZE AND • PHASE 2 L17. 4APE Or THE SIM CTU RE I A I4 PERU NTAGE OF StT OR FINE SAND Ar THE NATTII'E SOLS SLAGGE STS TIE g § OF NE I'ED FOR A Mai J D 4N1JL afL .Fd t I4IyATEJ IAL TO PF 1T SOIL .� EV *1T T TF 'F SAW BY wIti4CT00 1'HD Pc IkIIE!FI AND El Lrtf IElwT_ I PAGRATION. w 1- al..] NUN LIII SELECT GR NLAIIkR STR LCTLI AL SACIKFIsLL V Tk A BASED ON AA 'i TO LJ FD I>.RID E !MUG Pt SF.EOJFI CAT10 NS SE CT1Cei 12 Aral)?OR I DILIP3 roG PACH.FILL,ONL'a' L I-ITWEM T TR,i1OKED la'EHICL ES 1 D.4 'R LINTS RI.SLIOLIU > THE RESLSTS i0F T lE JGE SPEOFIC FIfIdTE ELEPIE NT ANAL VS'S. BE NEAR TFiE SIR L I. 'UR E AS FE ILL PES ABOVE ThiE ID N ATO THE E M F1I ED G RAD E_ TIE Eii GirdID EER ACO TOIR ARE cAtrrior4' ThSAT THE 15 SWIICH TO PLACING SELECT GRAJ.1L LAR STFL'CTL!RAL BAcI.riLL IN RADIAL LJF7S @AimROM ATELY T6% OF T .RISE OF THE STRZJMIRE WI ISIk'MII1JM COMER MAY hFEED TO BE INCREASED TO KM D LE TEPIP ORAR 1.' CON STRLI CTION O NIOLE:DADS PAE1 'AER TkAAI it o 1- to KCAL] OF MER EYJf51G AN D VIEFkATI OF TT-IE CR ROAN PLATES,THE FLIu_ PACTIC N DE 1P LE FF S OER CAN Fi OT EEAi>IIE i IN THE FI#1rST SEvERAJ_i4GF€OF FILL O+4rE.Tr-CROWN. Os M N Q N SW RIVER = a TERRACE BLVD ig ig CULVERT CROSSING cu S DETAILS -- — -- y -n clamp mai n crew=Rua a nu ran r�aµa,n W F ES T r I .. DAM r r•f rrrtis u rm.snata mortar,mag rwr rs mvrc i b r �..�r��,K� ..�.�� .,�� ti ' COM COMICIT BRIDGECOR TWORADIUSARCH 45'--13" 101-2" . � 10 -,a- t Q myn ,wW rar- •ar .rv,El lam Irra7ar mail,rasd r: .-- -- f5E AEEt C�lawlq. e"--n ram r rRINE.+ _s .r rho pn r arca"as iair I o' a x PLATE r Linfi, rand. rNumEFmns*wmrrimLrrroew�wd SIR UCTURAL PLATE SOUTH RIVER TERRACE PHASE PROJECT NO.: 395-103 O Cama umbar,rirdaran rn{Labe Ed arra imanp na •-- 111111111.111.1.1111111111W an a,zrprra�aa. r,.rp,wiralas n. P +, -- w r_ antechES_is�Fet; PREPARED FOR PACIEI OI UNIT DESIGN c EO. TYPE: CONSTRUCTION IS no au ra R■:--ad Rola ail ardor=a r r ra*d s na der.=Limm4-1ra sropmEm.aan Rrcaud — • — -- 125 E. iL:e Pair?1 .E SIJ ., AL 40] 1A ' i Cheft1 F_CH 4 PORTLA k REVIEWED BY: KCS O .Ca =cedar#co r--r-l. —d no sap- Cert M MD OR SHEET bleu o, a r ra la _ no �r 4 _cma cr.rramp- ifr la I I BM- 1 1 ZZ 553 5-7 DM 553 5-7%5 Fri O 6 r a.ar te • '- ar -- _ R MAW II J DATE RE ISOESCF IF'7KIN 9�F a 4 5 rn O Lr', Os rn O a z 119 . 1 NOTE: 1. THIRD PARTY STRUCTURAL INSPECTION REQUIRED. SPECIFiCATIONS FOR MANUFACTURE AND INSTALLATION OCONTECH B ARCH STRUCTURE11:7.......--fi, I . GENERAL II• GONFECH BRIDGEDDR ARCH PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 1.0 STANDARDS AND DEFIVMONS 10 GENE 97223 [T] 503-941-9484 1.1 STAN 0A.R.DS •Ail"ball:brret rake in.Waal edam udeis d llorlrtisdr rimed_ 1.T Tho prej d. si era's final design end.drawings shall ae slarip d Lira PE Yelp1m'Cd h Onggan. I.1_t MIN!A•791 #led &bid Striattural Plan,Zat COMM 12 Viaro_tfoalarer Shap Fa:malts the ladx Cullen ae.shown-tin aft Mile. Fail 1ST SUBMITTAL: 01/04/2022 Fad•Beid Pipe, Piati4Irdlts pail fie'VuiShir0 Designiiian SFIdH conform Ea Mc reawr•amenLs a ASTM A..T151 amid tail=Agit of plates. fellness 1.61t171. and Ompunenani(lams. REVISIONS 1.1_E LRFD Bridge Cosign SpstiNtar -Bechar t2 Plilt fix;, end treisliteaL and igpe of keel end Ilreenclailtor shall be.ek irepdVed dt5 NO. DATE DESCRIPTION the rifeile,Al merperatluriog p ace`11es&laJudirs.1 tornugdrang, praicF .iq, rur,.irg acid 1.1.5 AAS1410 LRFD Bridge Caradn.polian SpaCilkdilfonl-SWAM 213. requite! ghnerikiiq than be performed wiL!1Ir1 the Unita R al=s rsf America 1.2 DEFINMONS 1.211 They cantacter sI- H verify Cie pinle hrromn draws-1p cackrrn ID Ire acilal field cenenseans end conditions poor io ordering raaierals. a_ 1.Z1 Charm- In ita:ie.*Via; NW weird `Owner' disci nation c9 Taiikw Alurriadn -Samara NW_ ri 1.2.2 E rg irraer • Irl Nese.spiadi5dgia res it a word'Eng ieeeer s ILi B DIMENSIONS co meal to En•ganese#of%m d Er Ownees dmitinated d5ragererir i ip nepresentathre. 2.1 The proposed !Lrucerne 1 bre a CONTECH BCgIDGED0R Two Edeas rdt}...din Me sia� AS—BUILT 1.2. rwfaella -Lel mese spedGcalilana ih. Mrvrd , rufaoturaf f shrill nee i CCNTE.'I Engineered Sokvticls, LLC Iii30- 1S8-1 i22 Spam +MA" floe: fir,#- DATE 'ti07/202 Matthew 1_ Houser. G4e: i APPROVED KCS 1.2.4 OcciLr bar- ID these'r4reat elicris the word `Contrarne&nal 22 11.11 plan r5rnenroa:s an Me eortrar: rf•awe-IEp are rneasLred inn•Lrua 15 mem Vie frri or corporation urldcrlanarg 'he execution darn/ hali.rnLII I pL•r.l Lrl lea therreiro nater EE rot:deli:a we i.under the 1errr ti' Merest specifi Lams rt 3.10 A IBLY AND IN.TA_L' TI l co 1.2.5 Approved• In These spe ataorrshie word.'aPpraved• sl i IIWNI J m refer 11}the eporcrial of the 'Engineer or his desrgnalnd 3.1 Bats and ne&E shall Ec elle vro EQ 1Jr regeiertients of ASTPA.12L-1•19. Tlhe GROUP'CLIPSEdRCALTICAI A- -i A-'1. Aa-# i-2-6 A•3{ a reprimerrtapve. CONTECIi BRICGECOR Aith shall be agernbled Lis awardrms will the pie li :-:VI:RAL hfiit onfa wt pratid}ed by Lhe manurnatur iiia per 1:Fp nl en's ret inmenda m. Siave eeli Rafting NI 1.2.8 As Diet ie-l • In these speoifitatone lois mania -id ttie tried'' No. 10(Lam nervy Si wi L ShaD rete; to the Eire fees Io'the ConIra�rir Fr l tJ'rknd i Bdi41=s shat be list)bened using on apaIied tarOlra elf Faetllieera 1135 arks D fl.4b . —. I . •••••• rn ar Ells desi gnater�m pr esenta I.e. N a 40a 5 rrrsr Si Imam_ di Mika_ — — ill rdzn DI- Cr 3.2 The Two R a 15u S.Ard l sti al be i ieelaalle d b ma rrdOr end in a000adancie with LFe plans a rri No 10](0.150 mom) — iia mi. 50 max — rn- 2.0 OEIEPAL CCIN DLTIONIS SF.&tIlitalaaigk lha n-erarlatirrret reconinteiklislixer, grid 1-1T1D LIUD cu a B ridq a C.ortt u til on Spe ti {itr Sekiidin 28. No_ (0.0715n 1 s_ 25 MEL ZS aft i r� 7 rn e a 2.1 Any &titillation minim= p-nnrid a d hm-ri t Mimi!I bo era diiraad by the r be�r f f low P,a r��I+a.,+10 [10. E mom) �� TeVirAke N Engin MeV. dl�e3fparedr� I tch cedar governed by tip Ergkaa'a plans 33 3renth a anralion shod be made it.ernbar_akrnCnt rrdaierL•,il OM is struclurelhr adequate. o4spieka8aill. Tie irreids wail 5hzii be s'iow', on tie p is.Poor quay kI I cni3a ikrrretri Lkri1 Lire! R- —wr AO MI. 41 ma. rnalrrial'mud be rernaired and ?e-.Iat wat#r sutatlae Eli:1E1 ih.direclad by Lhe Engnear. i 22 Pm Orinidii ,t i INHI'm:tu aaril MCI Pbbr IndeiK 5mos. ILmam 18 mai_ 15 mac Nan Plastic Lu � piall w and a � ts eater � e earad faed by aTaylorFVlorrison. = ler -gppcnndrcaine_ „ Dw'aa, re in a mamma etas 1�t Storm Fraprn•ent B•Ikx oc inlay '� The bed shaedr±ae aonsto 10 tirdflrn I line ark ala avoid dial:Micas l#eai may I JQ� k�l�ri� Sand ray at engin d^ theGme creel*e u r- i sib Seel in die s'ru titre an d'ar ra pad deiataatfare ad the recxlva+,. r k I and Sand {�ra'r�M and! $ar■d I6 pl ft i and 4ek del bed tliinein.Ther milt idull maga pit Al res ails i Tree Eyed s leo ul d be free col mock Ice rmai i n s, p relaid Ei o s m na, rowan k i m pee racts, NOTE: Melberg aJrnl ti are modified In pvrede materials'Frei arae Isxrm A).9 car oiler I og asid grading,grubbleo, StriDPm roma at cringing rgrolderla I and ail er o ref qtr ma tte r Lhk t rim k Cal s e Le-requ ar lie tfe nrnt , SOUTH RIVER o oche#&of a edited. prgsb'i N of les is rd babe �r , f�c the Fine beach sands, whiclbliaren sac ds, stream d e po sal eb Smoutis, etc, a ghl Ei for, ra Lai dee porlrde.■,ce_ed ed m 5 bird.spread hg and co paditri of the II.and all sailaikiary work 5.5 Ade l ire In oo I b a*rrog dspaory or s Ina rich sh eii be p rc idhedt to The Engineer_ a d. to di tlr al llw dart a cal NJ �u� bar Ctal bra NI w rX �p il�H� f arwedia I fail rt�•� si iaH la c a ra uiert�a X the Engineer. _ ,dim, Lie lbws, valet slopes., and Ilii T''et'ri�``i t�be TERRACE °- a acarn pli shed oldie the claw rvatiatr of i e Greer a-F'ii dasigmbed la The ,lr•-1 -e seer aiF he a seoral:I ler*en am +came re hh'We M a ran rnd ea erg s irkst-u ilia,s. I- P reonmernahre. Al platers shnl I be ierrd en Iood a rd hied handled initri reascrie-Nle Gene. Plates shah I ra I be rolled We: or dram oder graved rock ar}d shall be proven ed keen skikin9 rook ar o+$hee heed obje5 115 2_a Pror In tyddind3 the mark,flee Carrimes•shall d�rirre.o tibarty and dkim ng piarsrnenl ii I each tc on bedding D Cr u ospa ct 1t= sigE as t the r ire tithe waw, and PHASE 2 tide 9 err eras acrd bail I oar dr`Ions a t 1Ir oonv median sate•mire wi thou I The strud Lre ser be n saes•nb led in toie 1 as Ir rale s la rim at the uas Lr:ra m end_ g § Lir:riite1ian, the a arrsmier d Sealeoe Cr selbee.rIme aria:1 a A MCI iliaata+des 17proinferental seams shell be installed rah Lie plate ! s is bre erimu,keced on and amu nil ria Gonda rr is a arhd ihil rrt*ke Lu sheergled dowrS rn as vieVMe l tram i Ic bride oil vie amsdum. seai a dd harid i n'ue sligation ea!Neuron' demi neearNbay fid Ma pbr'orc w aril proper Imes ++•ern of Lha work_ The Sithatture shell lm baGkflled using dean wei Tailed gram Oar rialediai UatL thee3 the > E reyuiremenI .at AASHTO PA-145 fct sail clessHiMackie A-1.A,2-1, A‘2•5 ar 1..-3. M ii If candhiars acether than those indicated are discovered by Da p e f Derdirr.i dry die. Size and share cif 1111e ateeic ur ape�Ik llarhfill ni eft s nay be t!ie Owned shall be rib+lfiri iruaedistely. The pmebri i wPi th Ma taciu ined)_ r-i .- Corllicedor baryes ID be a changed mndiion eftsl nil bk ifedlsalasd Sas O Mal the o cal er arro rivedfogiLie Che con dilibri. 9ackfrll masa be .placed syrerr a irir�rlly on each stile of tie et'-udure n B to B hob b as koose k#_'s_ ExF.W'1 shag be otertaaded to a nirrrrurn di reraerll deriSity per -- 24 The Ca rntr ui la-I shelf t re pe r1 enresd wider i he di-erkri e#ffEngineer_ r carr_ AGItT O T-180 2.5 Al=pads of Tie -triune dk#i•Epr and lila iairmil irtidrg foLavibiliati, , 3.7 Oen shut Hon leads Itn Leis ee d h Ig Farina fixed i rn I Ls are rt L ad lir± Qom Lha a baakFillend Ueairnenis d rr law ri idrii Ni § berfc rby the ienL Engineer. skutb�s witliokri ippriavut'Frani L'ie EXi 'leer. SW RIVER _ a ff.trnirl higinyt•'' Lrilfrc is noL armed fid}ti'rairs the structure UnIlt the iImo are has been 76 baddiled ar d Wed. If'do read uriper+cd, Darer klilemtgrICE tea EiltdifIlrnrnoledr rattpn4 TERRACE BLVD E shat! be as d it rled by he Egpnee r. CULVERT CROSSING in ✓ w z 15 DETAILS y _ti uruga mu rrnnaar LIMN a II1 oaArw uN�nuw -- 161 Tide_ 11Elu iE r.trs urn. a•tsr,a1]rr„r.rc �nraxrh� -T �..�jr�wlrrc —•-_—�_Cr'{ rr'sti'} alrray • • ONITEINT BRI DOE GR TWO RADIUS ARCH 45'-O" 101-2" _c ; mmary.rvr r 1r pin Irarrar nor w"arJ,rtsrrna:rd Cr ma 1 o' ,t— _ 1 �� - t miscrkaa nanrrurv,r+rfariw grip .wnmonomm co abashCOMIC SIilUC TO L PLATE SOUTH RIVER TERRACE PHASE LRAM. 111111111.111.11110111111111ff PROJECT NO.: 395-103 � � [crown. rrtN u•rssrrs*w m a!ti�rrn mon nab>b co I ease Iia r raa•r d rda ra s mil raEr r ra 21 Is MO rip rn '"�— VI t NW=LAIL On � � . �,l„ . F. —,ma roMR I - • - -- ' _C hE ni PREPARED FOR PACIFIC DO MM UNI 1 DESIGN MEN FfRE'. TYPE: CONSTRUCTION M a .EX IA Obi am d rr ddalo ccr>laamourscm w amours rmi s ti�, ;� �JI Piaui /I — — -- X25 Ce{IL'e F1aiMe Lam., SiaTL 7 1A 1 CheateOH � � k REVIEWED BY: KCS 8 eta = Elms sr d ooam Iv -r-` -- no p_ Cm I M EHEET plea o ,-, a M,,. no tsar kr maim E. 3 cr.rnaa& �r ra . I I L -3} i 1 Z2 5 3 ru*7 513-845-7993 FAX co s �nai 6 ria.a ratrasroy oral MUM DATE . REVISElel DE3CF IPrK N BY a 5 CF 5 rn O u; Os M O 0- Z z 119 . 2 / / / / / / / / - / / / / / / v " . _I 7_'7_7'_ 2_v _2 7_v__ v_v_a-2 v—• • - A- w7 - - +- -v-v-Q-v-7 . / `r I EN M4 A / / / / / / / / / / / / / / / vv - - / _ I ••- / / / / , / vv _ 111111�:: /// / / / , , / , / , , vvvvv III /'// / / � / / • vvvvv ov vw. ' � '•44 � • vvvvv7 51 ��IIIIIIII_ �) IIIIIIII��/� / / // / / // / / / / . v v v v v v v� �� I • 1� m I— :-6°1 �" �' �' �" � " �" " �``a` x 1 -IIIIIIIII �IIIIIIIIIIII ,■ / \� / / / / , vvvvvvvv7 " 1=I _ �� // // }`�\\ // /� // /� ,� �/ // ,/ - - •• vvvv �o I o asx� I SSMH I / Imi HUHU I I111111111� ri • \\ / / / / / / / - I \ Aiiiii Wll IIIIIIII1111■I■ I— ii �llll�l1l1l1l i.ui�uui�'� `� _ ��— X1111 �---- ,I // / / // / / // II■1�11�1111111111 IIIIIII� i.:• / / / , �/ / / / o \it " 0 521.14=1=1 _ �, `� �� . lllllllllllll �r��/ �� -/ / / �� Y / �/ / / _A x 3/ /I / \ ri 11 1 % --_A ..4 / / / / / / / / / �, - SDMH x // ,/ / // , / // ,• / 7 7 -1 EX #5A o 53 KEY MAP , 74 , /L/ / © SS 0 xss -1 s xss X5 xss I xss — / / / �\ XSD OO OO XSD XSD XSD OO XSC I AD Y O vw xw XIS DARLING LANE XWI8" 5501—XW XW —XW " o r ' . ® S�1 0 I:r,41 i:0 EX #3E -Pj LJ _q_ ___ _ _ SSCO - - 54 PACIFIC COMMUNI DESIGN \EX #E1 12564 SW Main Street Tigard, OR a „� PUBLIC \ I� �,��i• 97223 SDLN 8 • •III 11iII.- SDMH 11 1 SEE SHEET 317 w [T] 503-941-9484 I I I z II1'I I #5B —W 55 48 a" Ill " . �� J 1 I I 1 1 1ST SUBMITTAL: 01/04/2022 LE[1SDMH I I I I I PUBLIC II I SDLN 5 REVISIONS 1 l #8B III SEE SHEET 317 i • , r LI `/I'�� U NO. DATE DESCRIPTION 56 1 PUBLIC N " I SSLN E o I Lii I SEE SHEET 401 PUBLIC 0 _ * I S�50 - PUBLIC SSLN U w Q o I SEE SHEET 4XX I- > 64 63 62 61 60 59 3 Iii 0 PUBLIC 58 SSMH 1 0 1 SSMH SSLN P SSMH L v, / SDMH SEE SHEET 415 SSMH #E2 I �l 1 #U1 AS—BUILT #N5 1,"►, "#21G -- J , ) I k iio �� - --ii. - ■ - - - - - - �— _ - -_ � „ ,_ -- --- DATE 12/07/2022 I- Or. . 1. _ _ 1� ��.► o; • APPROVED KCS I o A SS ss s ss s 1111ss ss oL ] — NM1 sD ;D s SD sD SW EVERTO'N ST pEET SD Sw �� ■ W �- T�8„ 550}W- _ - , \ MMEINIMIN �\ \ 3 - - if: - � - - _ - - - �� SDMH ( HSDMH SDMH SSMH SSMH I I - #U2 #21 H #23A PUBLIC SDLN 23 #H 12 j p ��I, #23C I 4 SEE SHEET 312 I -q SDMH 65 66 67 68 69 70 71 I PUBLIC N — — ��1n� "' SDLN 21 (,�/e t +� PUBLIC 33 SEE SHEET 310 •® PUBLIC - v SSLN N SDLN 14 SEE SHEET 412 I SEE SHEET 303 ci_ 1 ; 1 . . . 10, TaylorMorrison. I I I PUBLIC I I i 3'° SSLN H o M + " N I I I SEE SHEET 406 N SOUTH RIVER rri III , � � 83 82 81 80 79 78 77 • � v I I I PUBLIC `` I I I C • SSMH SSLN R o I I I SSMH N T / ' SDMH SEE SHEET 416 SSMH •I N Q 74 TERRACE I I I IL #N4rib' #21F #R1 } #H 11 " N I I LU I - - �- T - - - _/ mine • PHASE 2 I I I— �' p 0 ss ss SW BICONSLANE S`- ss ' ss I• oi II S — — c,; I I I a !� cs J cs CS AM as metal SDMH I I W i. _ _ w ��8' 5501-- —Tr Pi, � ilii ° ice #14P PREF d_ I I +�— 1 — — 1 . l -- —' �I �I :°> ��G I NEF "O I " � 7 64450PE ��u I o _,SDMH - - - - - - ---�- - - - - - - �\ _" �nz. SDMH SDMH 1 VI I I #21 EF- o SDMH / I #240 PUBLIC #24A o OREON ^ s,- I #22A 11 SDLN 24 q�l! 20� �o II SEE SHEET 313 4 9+ ti,- M I " 90 C SCHW PRS_ Iu " o 1 84 g5 86 87 88 89 " IIT SDMH PUBLIC RENEWS: JUNE 30, 2024 3 " SSLN T N pQ 11 ��ce - I #140 - - - - SEE SHEET 418 l w 1I ` _ - -�1 COMPOSITE II r 1 SSMH ` � I 12 m " , U. #H10 �� , i - UTILITY PLAN ELu I V nil 13 , / i O SS 5D SEE SHEET 121 N 4) L N N LEGEND Q - - - - - - EASEMENT LINES XT EX TELEPHONE LINE )5 PROPOSED FIRE HYDRANT I -IEXISTING WETLAND 'r' SS PROPOSED SANITARY SEWER OO PROPOSED SANITARY MANHOLE EX FIRE HYDRANT /—';%r i'� o 1/ , , / , EXISTING WATERS PROJECT NO.: 395-103 on — EX SANITARY SEWER SO EX SANITARY MANHOLE ® PROPOSED WATER METER +, ...0 EXISTING DEGRADED BUFFER c ,��"�� TYPE: CONSTRUCTION SD PROPOSED STORM DRAIN • PROPOSED SANITARY CLEANOUT ® EX WATER METER r��, ��, REVIEWED BY: KCS L ) - EX STORM DRAIN 0 EX SANITARY CLEANOUT • PROPOSED WATER VALVE '1/ j///j//,1 EXISTING GOOD BUFFER °' W PROPOSED WATER LINE • PROPOSED STORM MANHOLE EX WATER VALVE /I o Mvvvvvvv � PROPOSEDBUFFER o XW EX WATER LINE © EX STORM MANHOLE H PROPOSED BLOW-OFF XG EX GAS LINE ■ PROPOSED CATCH BASIN EX BLOW-OFF EXISTING SIGNIFICANT as - - - _ TREE GROVE NOTES: SCALE ("g) 1 20 M XE EX BURIED POWER LINE ❑ EX CATCH BASIN 0 PROPOSED AIR RELEASE VALVE 50 0 25 50 1. SANITARY SEWER TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. a XOH — EX OVERHEAD POWER LINE PROPOSED STORM CLEANOUT EX AIR RELEASE VALVE 2. WATER LINES TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. z XCOM - EX CABLE TV LINE EX STORM CLEANOUT t PROPOSED THRUST BLOCK 1 INCH = 50 FEET LEGEND — ——— — — EASEMENT LINES —XT EX TELEPHONE LINE PROPOSED FIRE HYDRANT I EXISTING WETLAND -SS PROPOSED SANITARY SEWER O• PROPOSED SANITARY MANHOLE EX FIRE HYDRANT I,/T,/r n EXISTING WATERS I�� ___ ''- -XSS EX SANITARY SEWER OO EX SANITARY MANHOLE ® PROPOSED WATER METER '' �� '" — Ig SD PROPOSED STORM DRAIN • PROPOSED SANITARY CLEANOUT ® EX WATER METER v.7.T.z EXISTING DEGRADED BUFFER 1;11111'I'I'I'I'1JI,� XSD EX STORM DRAIN 0 EX SANITARY CLEANOUT ® PROPOSED WATER VALVE ////1/ EXISTING GOOD BUFFER Iii1i ::::iiL W PROPOSED WATER LINE • PROPOSED STORM MANHOLE ® EX WATER VALVE v vv vvv v XW EX WATER LINE QD EX STORM MANHOLE N PROPOSED BLOW OFF v v v v v v v PROPOSED BUFFER 50 0 25 50 SCALE \�ida11111•111(.7:1:74:71i.. '-'-XG EX GAS LINE ■ PROPOSED CATCH BASIN H EX BLOW-OFF — — — — EXISTING SIGNIFICANT1■I�II"III�II1�ITREE GROVE NOTES: _ 1��`-XE EX BURIED POWER LINE L. EX CATCH BASIN o PROPOSED AIR RELEASE VALVE 1 INCH = 50 FEET ��I!�1XOH EX OVERHEAD POWER LINE o PROPOSED STORM CLEANOUT o EX AIR RELEASE VALVE 1. SANITARY SEWER TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. �_ �uii,�1■I ��I��1 2. WATER LINES TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. _ XOOM EX CABLE TV LINE 0 EX STORM CLEANOUT 1 PROPOSED THRUST BLOCK I•� �� _ lllllllllllll �r''``;� ``�t�; KEY MAP SEE SHEET 120 I I I II I I _ I 84 85 86 87 88 89 SDMH PUBLIC 11:0 w II!'!!I SSLN T 3 �., I I I N \: I #140 SEE SHEET 418 I �� I I PACIFIC COMMUNI DESIGN I I wLu I SSMH ■ `�• - - 12564 SW Main Street Tigard, OR I I I m #H 10 �� „i 97223 I I �` ° I �G [T] 503-941-9484 I N T ss ss I I I o 3 SD SD ; \\ / I I I SDMH TRACTQ /�� N�pP� ■ 16"550 ' % �-- 1ST SUBMITTAL: 01/04/2022 I I SSMH 93 " ��■� I I I #N3 ° ifb C91 SDMH _94 SSMH 92 SDMH SSMH / ° � � �1 #\ Q2 / #26A H8 / /*-41*" . NO. DATE DESCRIPTION I I itoi , 1 SDMH SSMH SSMH 0 SDMHI #Q1 � SSMH SDLN PUBLIC25J#25A I I I #266 #H7 / .o #H9 103 SEE SHEET 314 I hal SDMH IIIA■��I� ■ t\ SDMH �o1L��1, 55 50 • #14M 102 SDMH 104 1 I§H - 71 I SSMH #21 B TRACT R�� Am, ♦ SDMH 101 #29C N I I #N2 ° \� � ��o � SW CHETCO CT ,�� / #14L SSMH _-- �� •I ��. PUBLICTRACT S / #S5 j��s 410 SSLN Q SDMH��, �� ss■ I I I SEE SHEET 416 #14KTRACT T 100 � .07 as � A As_BuiLT 11141•PM - NpX I — PUBLIC 99 I I SDLN 26 PUBLIC SSMH / tU, DATA 12/07/2022 ° #S4 .SDMH APPFiOIV® KC8 SSLN H \ \ '� I I I SEE SHEET 315 SEE SHEET 405 ?-404441411.:. �`•�� ° ° #29DPUBuc � �,,��►� SDMH / SDMH, ° ° SSMHI I SSLN N V � SSMH ♦ / v vA� �#21A ;, PUBLIC � � #29B v v � #S6 ♦` I I I SEE SHEET 412 . �• SDLN 14 0 �� I �� ► SEE SHEET 302 #S3 98 / 106 \vv ��♦ I PUBLIC i ° / •, / PUBLIC Nt:41 I • 97 I I SDLN 21 '� / / 107 SSLN S • I SSMH s / • SEE SHEET 417 vxi I I SEE SHEET 310 ., {7 96 y ♦ ♦�♦ I o I I #N1 s SDMH / ' ♦�° / los PUBLIC '�° ♦�♦�, -4f( #14J . /iha," ' SDMH // ♦4 \SDMH„ / SEE SHEET 320 ♦ #H6 ° #141 ♦, ♦ ♦ - � � 95 / 109#29A /- /6 v v v v -•*.V,♦* I - I I ,� ,, vvvvv, `♦ I I �� ;s \ vvvvvvv *i♦ �i♦ + x iejthare, I ♦ // / vvvv_vv J♦tj♦�,ej * M1� 7.7, TRACTV / vvvvv �♦V I � vvvvv♦ *6♦�i♦ �i♦ �� ♦ ivvvv �♦ TRACT W� � �' ��o� � , • *S" ° g �►♦° �♦ TaylorMorrison. � p♦O♦p ♦♦O♦*A t+S*.1SSMH / I �♦ **♦ �♦ t•♦ � * , 44 ♦ , ° ° ° v •-ki•+4+v ♦o�� SOUTH RIVER SSMH , ' SDMH � � ° �� sso -- ` �j♦. • r� t'• 1SDMH , **stilt-151\74H- vvvvv •#H5J' ��° #14H #20A SSMH ti �♦ . vvvvv - #20C# X2 ` ' i #S2 - oo°.° TERRACE I / O v v . v v • •,,.. v v TRACT X / vvv • vv • • • •�. v LL, �,—� 1 I */ ' vvvvvv , SDMH, �I 1 k vvvvvv • v • SDMH vvv \1SSMH1/ �� vvvvvv `#20A.3. vv #20B�- vvvv Av �8PHASESSMH EX 1SDMH #H4 ; �,j • vvvvvvvvvvvvv . . . . vvvvvvvvvv•.,� Aio5' #833960 - / SDMH / v v v v v v v v v v v v v v v v v v v v v v v C / _/ PUBLIC ''' / PUBLIC —I / vl[ f � ,► SSLN H SSMH �� / o •/1• / / vvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvv � SDLN 2� PRS0- OO SSMH SSMH \ i ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° SEE SHEET 3.`8 s , SEE SHEET 404 `` \ v • �' #H2 #H3 • ♦ /� 133 ��-- vvvvvvvvvvvvvvvvvvvv7,�- / �` \GINEF 0 1 ►� SSMH #H1.1 �� ►� ♦ , • v� �- vvvvvvvvvvvvvvvvvv \ Kt �� ` `, �,tj♦�♦tj vvvvvvvvvvvvvvvv � 64450PE i��. ■■�■ 132 -,♦,�� vvvvvvvvvoovvvvvvvvvvvvvvvv °- .,:`` �\ \ W SS , ,� - SDMH `♦�, w , v v v v v v v v v v v v-,, OREGON ^ Z Nv ■ \1C c•i �` . . ` f` 1/1/ � 200 oQ SW PERTH ROAD p ��'� � / #14E 131 jer4A.• t vvvvvvvvvv / 118 \ ,y 9 .�M o o ss ss o ss ss oss • � ►♦ • `♦I vvvvvvvvv� \ ° '�s 1 SCION' �II� SD WPM" : ` MA ° `♦ vo0000o v/ SDMH /� A oO O s� 5� SD SD 0 ��, �� 130 �♦ ' A RENEWS: JUNE 30, 2024 SDMH ♦ `♦ vvvvvvv #28C � �w •�♦� r+Vvvvvvv 116a #14D �♦N �, 129 / vv - ♦` ♦� ' vvvvv �' �, �� - - - - r _ - SDMH ,wo.i�'♦O♦`•,♦A'•0 0 0 0 ° ,�`s� ., ss COMPOSITE I� a _ `1 #14C 128 // vvv ♦�♦�,♦�♦ �vvvv �' •114 / � �*44) ,o /6 tj♦ • ,/ , 40�/ �, SSMH UTILITY PLAN !� o � SDMH 127 vvvv ♦ " ♦ • vvvv/.- A♦ � . 112 113 � � ►�• / W II■ v� ✓ vvv • /vvvvvvv I �i 1= !G I #14B 126 `♦` ` ••'`�` '�� SSMH ' o XSD • Ie SDMH #14B #G5 125 /vv • `�♦ �♦ ♦• vvvvvvv �. /•� < � #EX 14 PUBLIC I • 124 i�' �i v -�� ♦�♦ ♦�• v v v v v v v PUBLIC / ��% 1 ��• • / #G4 • L.) N it SDLN 14 I v •ice`♦�♦�`♦�♦• v v v v v v v SDLN 28 �� `��j SEE SHEET 301 SDMH �° v v �♦ 4� ��v v v vvvvv v �'� 111 SEE SHEET 316 / 1!V ��*/ 119 + • I #30A / `♦e♦♦ ��r `♦ c� `,,� II � vvvvv vvv vvv •_• - -`♦ vvv 110 �� %/ PUBLIC z PUBLIC 111& _ v v v v �� ♦ �♦ v v v v �►� ��/ SSLN G vvvvvv ♦ A �♦ Al. vvvvv { / ♦�' �.0/ SEE SHEET 403 a c, TRACT DD SDLN 30 �� vovvv � % vvvvvvv / � SEE SHEET 320 TRACT BB vvvvvv ♦rte ♦�� ♦� TRACT Z .� i I ,r, TRACT EE `♦ ♦ �, SDMH �G �vvvvvvvv �`, o" wvvvvi �♦ \ � ��vvvvvvvvv� / /�<% 5° 122 120 PROJECT NO.: 395-103 v, vv • t♦�♦fjS * ♦Ivvvvvvvvvv #28B � � � PUBLIC � I� SSMH EX vvv r�♦�♦� vvvvvvvvvv\ 123 121 CONSTRUCTION so �� SS / #G6 TYPE TION ✓ � vvvv SSLN G avvvvvvvvvv / 4►: / ' I I #833957 SSMH -�-„ w vv ovvvvvvvvv t►� SEE SHEET 402 ° ° ° ° ° ° ° ° ° ° ° ° ti / o REVIEWED BY: KCS o r 1 I TRACT CC �& ��♦ ��j4. #G2.1 TRACT wwvvvvvvvvvvvvv SSMH M I I ' vvvvvvvvvvvvvvvv •�`♦``♦!�♦ vvvvvv vvvvvvvvvvvvvv • #G3 / SSMH SSMH vvvvvvvvvvvvvvvv • �`� "' #G2 — I vvvvvvvvvvvvvvvvvv : • v v v v v v v v v v v v v v v��7 v�7 57�� S�s SS = #G1 0 S9 8 V-VVVV V V V V V V V S n �-�5 N • I � I t a OO / I�: ss SS SS SS SS 0 III I LEGEND (:I ) mss-' DECIDUOUS CONIFEROUS SCALE EXISTING TREE TO BE REMOVED 100 0 50 100 , EXISTING TREE TO BE RETAINED 1 INCH = 100 FEET WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET - - - - - - - WETLAND I . � ,'•�,,;��'�,,,,�• . 1� 1 ‘ ‘ \‘ DRAINAGEWAY I �� !„ } ' - •if /,%,j EXISTING WETLANDS BUFFER • 1;ii ' ',' ”' - - X - 10.11 EXISTING DEGRADED WETLANDS11, TRACT„H.,/l/'� • r X X 01 _ `<`k< BUFFER TO BE IMPROVED , ' ,' X X X - '.1 A.TREE PROTECTION SPECIFICATIONS ® efr, . • '' ems° Xii1. TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL 9"" PROPOSED WETLANDS BUFFER EXISTING SIGNIFICANTa ( � X DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE °°°°9° PACIFIC COMMS 'TY DESIGN TREE GROVE DRIP LINE X FEASIBLE, THE TPZ SHALL BT TABLISHED AT THE• _ X - EXISTING SIGNIFICANT TREE GROVE 12564 SW Main Street Tigard, OR 1' � I '° }&� ! I I I I �.� � DRIPLINE OF PROTECTED TRAS A MINIMUM. IF 97223 o.- --- -©� -'c --- --c I I� INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE -0- PROPOSED SIGNIFICANT TREE GROVE [TI 503-941-9484 ii im I a - ` i� A_ F. TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE „II ull ll_ _--�-_�,�' l l , (�1 1 TREE NUMBER \ N �@ ` �� .j �� (� DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES 70824 ! J THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE (REFER TO "ATTACHMENT A: • \ .' PROVIDE TREE PROTECTION FENCING I '- (e' LOCATION OF THE TPZ SHALL BE SHOWN ON EXISTING TREE INVENTORY DATA" 1ST SUBMITTAL: 01/04/2022 "" \ �/- PER DETAIL THIS SHEET, TYP. _ CONSTRUCTION DRAWINGS. FOR TREE DETAILS) \ 2.PROTECTION FENCING. PROTECTION FENCING. ALL III I I REVISIONS \ TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING - I I I HIGHEST VALUE HABITAT BOUNDARY NO. DATE DESCRIPTION \ a - - - - - AS APPROVED BY THE PROJECT ARBORIST, SEE TREE \ illOil� ss SS PROTECTION DETAIL THIS SHEET. PROTECTION FENCINGto. • v - - - - - - _ SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER \/\/\, MODERATE VALUE HABITAT BOUNDARY \ - THAN 8-FEET APART AND SHALL BE INSTALLED AT THE �% L \ , EDGE OF THE TPZ.. : I I � "4, 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF LOWER VALUE HABITAT BOUNDARY 41 A A A. I I TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION.! Ill • i• '' I 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IFAS-BUILT X" ,K . 111011‘iiiiii....T AND WHERE PRUNING IS NECESSARY ONCE TREES III �i/'�� ' �``'�1' RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND i a DATE 12/07/2022 � I I * - •�y( � I � REFER TO ENLARGED PLAN 2 THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. APPROVED KCS • �Illl�� I TO BE REMOVED IN FUTURE r PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE I Iit 1./ DEVELOPMENT �1 PER SHEET 123 SERVICE. dall1• III X >*C / - - i /_ - - i 5.TREE PROTECTION ZONE MAINTENANCE. THE i.'� III =, ><,,, I `1- --)e-k- . - - ss ss , s"' , ) ♦, PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, RI I III - /\ ._ _ - • - , OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF I, MORGAN NOLEN, ATTEST THAT THIS TREE PRESERVATION L I - - - = - THE PROJECT ARBORIST. AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, +., I I • .h I 6.STORAGE OF MATERIAL OR EQUIPMENT. THE PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. III "�� '/ X \ Ilk_ 1 CONTRACTOR SHALL NOT STORE MATERIALS ORIII Illri '''' ri 6 III X • r__ .P1 __ , �� 1 EQUIPMENT WITHIN THE TPZ. un •,, \\ y� 1/ 1 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE III .: ', MORGAN E. HOLEN, PROJECT ARBORISTI * , ' '16111151 < <� 1 AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION I I II i' ; /,�s / �j� WITHIN THE TPZ IN UNAV:DA1m3iLE, THE PROJECT ISA BOARD CERTIFIED MASTER ARBORIST, PN 61456 N III � ` !` �` '��_ �, ARBORIST SHALL EVALUATHE PROPOSED EXCAVATION ISA TREE RISK ASSESSMENT QUALIFIED 1 1 I / TRACT"Q � �f^./�� TO DETERMINE METHODS NIMIZE IMPACTS TO TREES. DATE: • I I �/ •* •' ' •/,:4i,- *'�� . . �/ ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER n� , t, ievtace, i II i '" I I 0 ,- • �;�,', 4 4' ' ' •NO '"r' -, •'•'•', THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT I 1 �' 5i.eA . . . . . . / ARBORIST. �`�'., I'�I I I , �^ 4. •e . . .'.'.'.'.'.<. �' � .:.:.:.:. NOTES: �� ' /a 0 QN• • • • • • • • •.• • r 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST 1. COORDINATE WITH PROJECT ARBORIST PRIOR TO IL 11 I Ill010uliF/A•Niik4ki;Ait .it • • • • •••••••••• Y tO4f •• • • • SHALL INSPECT AND VERIFY THE LOCATION OF REMOVING OR MOVING TREE PROTECTION MEASURES TO TaylorMorrison w �• +' /, F PROTECTION MEASURES PRIOR TO CONSTRUCTION _ I I �� : 4' ,,d, k. • • SUPERVISE CONSTRUCTION IN PROTECTION ZONE. '/' - " 3'.'.'.'.' ' _ MONITOR TREE PROTECTION MEASURES REGULARLY, AND III TRACT,.5., `�" �`, ;v . . a ; .1r, �, -I r�+N.4 :•*' o•.•.*tr • 4 „ ' ~ z'f�� r ' PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY 3 I I \ fl � ,,+�",o• • •e .1). • , : e. �/ :M 2. REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY o I I ` -�_',`N+ ..:r e• • ••••° �1� w DURING PERIODS OF ACTIVE CONSTRUCTION. T H R I VER vvv •+� c, << � . DATA PREPARED BY MORGAN HOLEN Et ASSOCIATES FOR SOU V 0 , \ v,,,,.•-• ,' � • `� ' 9.POST CLEARING EVALUATION. THE PROJECT ARBORIST CANOPY RADIUS DIMENSIONS. 4v + off. �. . , , O I I � +�. •�.••• rre! v' ® ,, SHALL VISIT THE SITE AT THE TIME OF CLEARING TO �� / * RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS 3. SEE SHEET 2 FOR EXISTING CONDITIONS AND TAX MAP a ♦ vim+* ..:f: ,., I I � � - '$4%.W..... �>, =7 4 � �� * d OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES INFORMATION. rvvv .+ � ff TERRACE Ci_ I I �(�� 4i ��oov: .�,��.� ` '. f� ' ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST Zil I I /'vvvvv +�'��+,+:- !. ‘r,+� SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE 4. SEE SHEET 108-112 FOR THE PROPOSED GRADING PLAN � � vvvvv .� � - :`" I N v. vv 0000°.�+*+.,...'.'. . :1: i!•-;+�` �,, *4 CITY'S REVIEW AND APPROVAL. AND RETAINING WALL LOCATIONS. > I � vvvvv,• .�•��`�+.t - - I s .r° * ® 10. FINAL REPORT. AFTER THE PROJECT HAS BEEN PHASE 2 Q �� vvvvv . - r /. > /vvvv-+�. O ,. .�`.-• �'�" + +�'' +w''��'+�- --''�' 14 �� 5. SEE SHEETS 113 FOR THE PRELIMINARY UTILITY PLAN. ''' I I '+�'�'�''''+�'� '+�'�+ �'I' � COMPLETED THE PROJECT ARBORIST SHALL PROVIDE A ' • �+ 1,1 4r ��^qa, Ny- FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO �iiio:�' �'• vv• ••>••,...<•••' � ` il W' 6. SEE SHEETS L1.01 -L3.01 FOR LANDSCAPE PLAN. d/ �. e to MAINTAIN AND PROTECT THE REMAINING TREES. \ PROFF m cc 1 41111. . . . . . = = = m = = = m = = = m = = = m = 11,7,,,v \ /, ,i + vvvvvvv° '4a e ® N l/;� �� v �; �� '- vvvvv� TRACT..X.. ® _A ��G FFn■ vvvvvvv �� /// , ,, �� '�' *f ' N r -1 vvvvvvvvv 1_� -( .,, � x - � =� :: � 64450PE vvvvvvvvvvvv• ` '. • 7 ,. . if VK . : -.)_ NOTIFY MORGAN HOLEN Et ASSOCIATES BEFORE CONDUCTING OREGON ^ Z 9•VVVVVVV•VVV•PV9•PV9 vk__ k _4 Q•_ne,,v vQ•2v:v.vyQv.v v: vvvv M vvvvvvvvvvvvvvy� °vvv ��j�� ( I ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES FG 9,y DO o� 4�i DvvbOVvbOVvbOV�IvvVv fro, • Aki lilt iT) - - S • +`+ +r v .,vv. vy¢Jrvvvvv � PROPOSED TO REMAIN. '1' ti O\o ' � - S , Niiii. - .�`� ` �!+�•vvvvv Svvvv / C ��0- - -Isms/ '1�+`' ��`°°°°°°°°° FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! 1� _!%,t,`',, +4 ovvvvvvvvv� RENEWS: JUNE 30, 2024 vdv,+ +�. .. vvvv N i, :; � 114L.... Iii v o-.�.- ,�,` _,� vvvv � 4 � 1 TREE a ii i��- �/malibrv'v v.,.,sl+�`��+��v .vvvvv / vV � v-,��+�.+�� • vvvvv 76 � .�. .��'<.�+-�°vvv°°� �� FENCE SHALL IDEALLY BE + 11C -_-- vv i�+�i�O+� vvvv °°`"� °°°� LOCATED AT THE OUTER °0641111111 - , Visi:++,+,$.+, vv° PRESERVATION vvv•' •• +�. �%- vv•v� \ PERIMETER OF THE CRITICAL • �Z•° +` 1 ROOT ZONE. SEE TREE AND REMOVAL `� TRACT"DD'. .�•v v �,�;.,•,+._•I+ .+.o: .v v•v v v v +7 i vvvv• s++ .+: . +,'�++vvvvvvvvv ))41E • '� + Jv v•;.' '`:'+S' .��. '+•'�:vvvv ov oov� TRACT"Z" I DRIP LINE ' PROTECTION PLAN THIS t . • ,vvv-ry � vz.X,.... o, EXISTING vvvvvv° '� SHEET t "C4 {•••••�v°v••••••..o� �� v� PLAN ✓ vvvvvvv ° Pvo•P• -,.N'; .�' • ': WETLAND AND o 0 0 0 0 o°v�, �'v,v.��°:,.."..,,....„4", vvvvvvvvv 1 "IglAvvvvvvvvv - - - /moi =.,..v �vvv vvvvv ` vvovv BUFFER vvv �- `�\1l�► - I� _AIL•,6 ..i•� .,_ �.�?raa4. % , `�� .� dMiligi TYP - = ��IV " I n n n n fl ♦ss�sssssssss11. ,Akiiii♦ ♦ss4 s4 1 Stn 0 0 I y ssss�►ssssss ssstsss PROJECT NO.: 395-103 \ ' PROVIDE TREE PROTECTION 1 I TYPE: CONSTRUCTION ' \ / FENCING PER DETAIL THIS II5' CHAIN LINK FENCING. CRITICAL ROOT ZONE REVIEWED BY: KCS 0 \ \ SHEET, TYP. TO BE PROTECTED 2" MESH CHAIN LINK o SECURED TO 1-1/2" DIA o •� - - - * +\� STEEL OR ALUMINUM POSTS I I / REFER TO ENLARGED PLAN 3 I 2 I 1 2 2 1 TREE PROTECTION DETAIL as %' I I PER SHEET 123 I (NOT TO SCALE) a1 LEGEND DECIDUOUS CONIFEROUS I N 41•4 EXISTING TREE TO BE REMOVED �L 1 1 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING I PER DTL 1, SHEET 114 - ss O — • - • • •I WETLAND I I ‘ " DRAINAGEWAY I M EXISTING WETLANDS BUFFER `` e o� o�', EXISTING DEGRADED WETLANDS 1 It..`<- BUFFER TO BE IMPROVED ££ i 1 `� 9999999 VI �\ °°°°°° PROPOSED WETLANDS BUFFER 9999999 999999 PACIFIC COMMI 1TY DESIGN 1 . EXISTING SIGNIFICANT TREE GROVE I 12564 SW Main Street Tigard, OR I � ` —0— PROPOSED SIGNIFICANT TREE GROVE 97223 [T] 503-941-9484 0 SS - - — —/ 70824 TREE NUMBER Z / / (REFER TO "ATTACHMENT A: 4 / — ' ^ _1_ EXISTING TREE INVENTORY DATA" 1ST SUBMITTAL: 01/04/2022 _ - i ,� / AA FOR TREE DETAILS) Ids;, ' -C.:1': -4. - J� , REVISIONS j . S_ 40;44' 111-11 HIGHEST VALUE HABITAT BOUNDARY £ . . ` ,3; e / t a_ � r NO. DATE DESCRIPTION • '' 'hr '11 'fr 4dir /' Q MODERATE VALUE HABITAT BOUNDARY a , •!Y Y".".....romoneallm"...9 4 t".:. ,. e 4,a,$-,1, I . . -:7;41-4 � ; �,,1 -ii_04, I. LOWER VALUE HABITAT BOUNDARY e T''' o If - - - - � - _ _ _ — XX —PROPOSED SEDIMENT FENCE;- Q AS—BUILT - 411' �, ' . e''''-' -4- es- ,'„ '� + ` �. DATE 12/07/2022 o ----„ ,44$1 -a_ � . Q :34 r '� g4 41" ► ,n� - - -� APPROVED KC8 `tfit ', .�, / ,-,7 v v •••• . . .1. - - - 0 o°.ice"��i�`� .I. . - . 0.t.,. . > 40_ Vgl \V V kt+40t II. . . 4. : '1,,,,,:v . . ,4--fr ,,,,,... Vli, 4 t/ '0.04 4,'-'-'1 04:' • . . . 4 e r Al. _a \v fr.,•44 ,A I' . . / / * un ,i,• I 1 lam. I �tii� f V �� \\.. 1 - 0,0t, v :1: ''' V V A..,S4.4.,,,. . . . . .\..1 1 .tdr.2 , 7 4 e �vvvv11;;RAN/ " SO�OiV4.4+4.* * _ wr11 4 1. i4 C3 ivvtace, v �� eLi_ Weh. v v v v v v v "`�� - _kir 4t 0 Vt • :.►ifti r ♦+ ++ ++ : �i� l.� f :c : IL ��o 0 0°0• � ' - �� .� .� Se e a TaylorMorrison. ♦p40.`t ' 4-;+ *„+,4*,,+%4*ol+'41•O4O4`R6. 1 4 Avy in ' I \ \ \ \ 5 A, " O�, �i► d . 1 - S '- - - -..� ° ° . � `� `�1 4e C3 SOUTH RIVER I4iiu„Ak `0 Off • vvvv ..`�,"�� 0 ill ��io SS s5 Ss 0 SS ss 0 110 -----;..g„ �1 ��,4.� v v vvv - 1i >4\44 '� © I 1 • . �wvvvvvvv �� TERRACE \ 1 vvvvp/ TRACT"V x ,�_ — :,,,_ ` ��---�7404° PHASE 2 ci, , ,, , ,_,_, CL _1111S41111 �Iii. : ,- .._ —I= Lil tri ' ' \1,1001 PRIG' cc ,c lir— �� „� Fri (NI IWN 64450PE OREGON ^ s en Oil vvv G141O0 OQ o o �� vv�vvv° ° � /�C S• 9� p,Ez�� M I TRACT"DD" vvvvvv , \ i CHW \V v v v vim .�� RENEWS: JUNE 30, 2024 III a i �6 v,-..s.4... 0 ENLARGED TREE PROTECTION PLAN N �-V„ � vvVW- -4<vp -�` - TREE 76 1 �, 1758 171760 �vvvvvv1vvvvvvvvv tes,vy• vvvvva vvv-vvdv-v, t �.�►� PRESERVATION �� vvvvvvvvv1vvv� evv ° E . v vvvvvvvvv►v. v.v7v. v.v v4 4k . • oI I vvvvvvv vv s�-• �. vc t . m — — . SI% _. � AND REMOVAL N ° MO., ' Lii��.TAMIW ' Ilia �—. A,Ale r r..i.�. .�,.(MARWA, . . . . -C ,�!..1111 PLAN VI IX 1 71757 7 71756 a I 71759 0 o�x PROJECT NO.: 395-103 N c TYPE: CONSTRUCTION (;) REVIEWED BY: KCS 0. ak ENLARGED TREE PROTECTION PLAN O w M O SCALE °; 50 0 25 50 2 Z 1 23 1 INCH = 50 FEET EVERTON STREET RUBICON LANE SEE SHEET 206 SEE SHEET 207 STREET NOTES: _ �`A� A x I r , w I \ �I z GipAji 1 INSTALL STANDARD ADA ACCESSIBLE 1 hilt N x / r I 1 I I�\ , �--I 85 O RAMP PER DETAIL 1, SHEET D2.03. .�11i1i�Jo1�1��11X �_� 1 63 I ►-- SII /l��►_., I 66 82 1 \ z '0I\\ I •• !èI! .�� m ,_` ISTALL MONUMENT BOX PER DETAIL 170,i •pAj1111111 41111111M 61 X , \_1 S 11`• SHEET D2.02. 1��1 1::::::: 1M I x \ w • 61- LE N 1►'"/ I I 'I \ 1 I i 0'ANSI I 84 \ SAWCUT MIN. OF 1-FOOT INSIDE SOUND I=I,"'�, �� w v.' X CONNECT TO EXISTING I I N �•'� , =Ulan 16"WATER LINE 64 S h I EXISTING ASPHALT CONCRETE PAVEMENT �� x - - © w i I I 8.00' �� I 65 s.00' 83 I ' .. I s.00' D N � , ; S� AND REMOVE. SEE PROFILE FOR OZ PUE,TYP. ■ I• , PUE, TYP. jI IPUE, TYP. ` ,ir 0 ri IRR EE,&I.& 0 - J (NI" STATIONING. I� ��I. �� Ll EXIS ING 25.00' 11110 ,±9 _ .., - - - ►� STORM AND I_ O - -.-- a= Y �� e -' Z2 m , '^` - - • GS liov '� ®� • ��-l�� W 12 REMOVE EXISTING STREET BARRICADE AI." % `, x ANITVIRY EASEMENT I % - �ii; • �i� • . �� Nor _----..._2 !!! .-_: !•,t ,- �' aisIE"�� \ice _ ,I 4 /� - 0 11,` '7 �_ .. ' p �� _ ® ��'�a_�ideo► i� n.•►��_ �� --�1w-/ ��_®i# _ -li`.' in I Q ` - ��-- /1 �♦ _ *� �� L.,,fir" H ' I 8.00' aN A�:� - Ih _JI -M _ Am,>i-sri-i1� _- 61 00 = KEY MAP IIS �/ W PUE,TYP. x �� 57+)0 �W , / Ln t� 59+00� c .1 11 e + - 62+1 i LL \'-® /dam N� `1�i��►®�®�`��:�w�� i� i�rvwr. i a .igbiG`� X / fir' i --cL.A.>• V . '�i ..aa®® _��-�®�Cr -,. •�� ® _ w ss w • , �O M. \� 3 " SW RIVER TERRACE BOULEVARD 2' - 3 `�� - S 1. i Ih _ _ GENERAL NOTES' -nn.i.��--.. Iii �� , - ��® ® ® ��® ® 1. CONSTRUCT SW RIVER TERRACE BLVD ■ fm..0 O XSS ®� "i. - �� • •� b Ik A -® ♦�♦�♦ w PER TYPICAL STREET SECTIONS F1 AND 17,49i) ®�� I I ®�� ♦s��®•® i- IRR_SL: Ii �� ' F2 THIS SHEET. ass © xss © 0 • ��a�� ® I,IRR.SL : ��_ ® �_� '® PACIFIC COMMUNI DESIGN tD..............................._...... � �®; hie , ®® 11111111111 E /' - 12564 SW Main Street Tigard, OR 4- - ®®® �A_ _. �� A\ ��v- �► ® 2. REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 97223 [T] 503-941-9484 0 CONNECT TO EXISTING - 1 3. DRY UTILITY CROSSINGS SHALL BE 18" WATER LINE 0 N © 0 O © O PLACED PRIOR TO PROOF ROLL TEST I I I FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE I REVISIONS d SPECIFIED BY THE PRIVATE UTILITY - CARRIES. CONTRACTOR SHALL NO. DATE DESCRIPTION COORDINATE. I I II _ I I 1 LEGEND: • SIDEWALK BUILT BY DEVELOPMENT SW RIVER TERRACE BOULEVARD - PLAN \\\\ SIDEWALK BUILT BY HOME BUILDER SCALE: 1" = 50' - AS-BUILT DATE 12/07/2022 APPROVED KCS R/W 110' ROW R/W q 15.0'CENTERLINE OFFSET --I R/W 44' ROW R/W 3.0'CENTERLINE OFFSET r -+ 72' STREET CORRIDOR I 24' PAVEMENT 8' i 8' �, 52' PAVEMENT 0.5' I I PUE PUE - 6' 12' 12' 12' 6' 7' 8' 13' 9' 13' 8' 5' 38'TRAIL +�cu � I TRAVEL TRAVEL i i SW PLANT. PARKING TRAVEL MEDIAN TRAVEL PARKING SW CORRIDOR _13 10.5' 1 0.5' 0.5' ' 0.5' 0.5'� f w f0.5' 0.5'� f 12' MEANDERING - ii 7TMC = CL + 0.38' CL TMC = CL+ 0.38' 74 II TC = CL+0.12' TC = CL+0.12' i -0.5' TC = CL 0.23' STREET TC = CL 0.23' X0.5' TRAIL ' NIPX 2.50% 2.50% i 5: 1 MAX. 2� 50% 2.50% 5.1 MAX i 5'. __ / M N r; CONCRETE CURB © CONCRETE SIDEWALK CONCRETE CURB 2I-4.5' 4.5' 1CONCRETE SIDEWALK- AND GUTTER D2.01 PER DETAIL 120 SHEET D2.01. AND GUTTER \D2.01 CONCRETE STANDARD CURB PER DETAIL 120 SHEET D2.01. ��, TeMaCe ✓ PER DETAIL 126 PER DETAIL 126, \ SHEET D2.01. SHEET D2.01. PER DETAIL 125, SHEET D2.01. 5 02-LANE NEIGHBORHOOD COLLECTOR - SW RIVER0 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER Ta IorMorrison. W TERRACE BOULEVARD (NARROW SECTION) TERRACE BOULEVARD (STANDARD SECTION) Y = N.T.S. N.T.S. "' 57+22.02 - 65+61.84 (STA: 56+35.78 - 57+22.02) (STA: ) on T SOUTH RIVER 8 340 PVI STA: 57+81.18 340 a PVI ELEV: 306.05 PVI STA: 59+75.7 w TERRACE = I K:-20.00 - PVI ELEV: 315.7 a LVC: 86.80 -ftI- p K: 20.00 w 330 � o °O N L, ce LVC: 189.99 I- p -icI o N o O Mo HIGH PT. STA: 59+80.70 -cc-e) = PVI STA: 62+19.85 PHASE 2 1- ? Ln CLi Ln LLj ZOO - HIGH PT ELEV: 313.53 0^ E PVI ELEV: 304.79 ce w cii > N > o ri `O-o+o "' M O o K: 20.00 > v PVI STA:56+77.52 V z Ln o o. PR C °° V w ~ °° °� ". u w O Lri o LVC: 120.02 rpI'U/CFe ce PVI ELEV:296.37 m w w + N oM `A > `^ > + .+° o I1\14-4,,;-*/IL w K:26.00 w n u > > C° w w ,w .o _ ''-' . v_ 45PE 320 Ri Z LVC:112.86 Qw I „ ° - - 320 F� 0 0 � z N ; Baa w L+ o N IT LA in - - - ` U tY O Ln 0, V .' J Z N N W %o LLJ 6(VIW�t _ O D W M M - - ` - - L.. V N M N + / `\ > m � �9 OREGON o^ QZ Ln Ln O zM � w W - � m G �! 20 cis 310 Z N ml� w %�� ' S•`0.' - 5•° I 4 I. 310 C• SC 101 t'' rn w _ = RENEWS: JUNE 30, 2024 a / • 9.34% �'� _ / PROPOSED 18" WATER SW RIVER a i �1 PVI STA= 58+53.50 � 7•• 300 // ELEV = 309.67 TERRACE E / :�/ / PROPO'ED 16"WATER EXISTING GROUND - @BOULEVARD o EXISTING GROUND @ Y STREET CENTERLINE I 1010\ STREET CENTERLINE 46 290 ,=1li� - 290 STREET PLAN n FINISH GRADE C o �/ STREET CENTERLINE Ott PROFILE N N / Q c+ h. N // 0 280 "' t1 - - 280 PROJECT NO.: 395-103 on /> W TYPE: CONSTRUCTION 1 Lu \ F - - - REVIEWED BY: KCS as 0 30 270 - 270 201 M 54+00 55+00 56+00 56+36 57+00 58+00 59+00 60+00 61 +00 62+00 62+50 50 SCALE 25 50 Q SW RIVER TERRACE BOULEVARD - PROFILE m�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET PERTH ROAD SEE SHEET 205 STREET NOTES: GENERAL NOTES: e .. • . , 1. CONSTRUCT SW RIVER TERRACE BLVD PER - •.... r I�h�I ' I 108 I 1A INSTALL 12' ADA ACCESSIBLE RAMP PER TYPICAL STREET SECTIONS F1, F2 AND F3, Imol I �1�-i 111 I SEE SHEETS Tel 0 DETAIL 128, SHEET D2.03. THIS SHEET. rulill 01111111 LEE114-119FOR • 9298RIVER TERRACE 2. REFER TO CR SHEETS FOR CURB RETURN • I 1111 X111111INSTALL MONUMENT BOX PER DETAIL 170,4. CULVERT DESIGN 'ACT W INFORMATION. 1 1111 1111111 a• 109 mSHEET D2.02.••• •••ii,. 0III o i W 1111111 LE93 i. '<' � 3. DRY UTILITY CROSSINGS SHALL BE PLACED ill 11 11 0 PRIOR TO PROOF ROLL TEST FOR CURB. THE PUE,TYP.��. ��'I I r I^ 11 \ , \- Wy • W NUMBER OF CROSSINGS, EXACT LOCATIONS, _,�� ,. Tjj • • , WDEPTH, CONDUIT TYPE, ETC. SHALL BE = =I= I ,��4e.9, p11 V'�,_•' '" �� 6.00' �(/ ,' � a lab -PUE, TYP. 96 � ,a. 7 H I SPECIFIED BY THE PRIVATE UTILITY CARRIES. X17 �, �/ r/�� __ �a . 1 - - 1 W Cl) CONTRACTOR SHALL COORDINATE nlr ��' `C `V \gip A. �� . w -, / ,i 4. CONSTRUCT ROUNDABOUT PER TYPICALi H W PF i 110 ��`‘'Si Ni - ‘1 P Nl QCT pUE, TYP. ��I �' �A1 . • LL W ��\�� • <2-- \ i ; •Al t _ z� i9 ^ STREET SECTION K ON THIS SHEET AND C> -_ 1 ''"-----1 • TRACT S e' '�jjj" 11� `" 1��' ' 95 P / S`�• %�,/ / W APRON DETAILS ON SHEET D2.03. KEY MAP `V `V �\\... �---.•,, � � •„ • ,°7 ��'I� �,•• �' � 5./0 � 5. FOR ROUNDABOUT GEOMETRY REFER TO • �gu! � I �_�. ...�■� > , '• 11-0107 ;litr& ,LE \\ ,• _ - - �`..If1 _ iiiiiiiSHEET CR14. \1111 .� �"\� ' .9• --\\%�r! �\ �NI�� I \c - - �O I -AVOW :AA:� igar vim, •,/immomm , 'Il•Aill��._-.1:19,14a_talh,.-"4416�. ��► � � . i, -!SII. I �� JJ_I '`:�::.■�I\ imila�a ; I:r,41 i I,:1 0 L E G E N D Ni��lill� \ .mow` . 1 'i pini i_ ,ice JJ IJ_IJ r � S !/ l 1 PACIFIC COMMU I- , DESIGN ,■1,. _ v. A (JJJJJJ JJ,J \\ i- -� • <-'j'' IIA :- . \�1•��16• .' N\\. \� • 11 '7 -- / / 12 564 SW MainStreet Tigard, OR \��\ . .�� \�� \�\- .a=te • p ��, \ \4,.��.� ,� .'JJJJJJ-I ___11l W JJJ \ '� -��O � W�� //JJJJJJ) 7■ JJJJJJ , _ /' 1 97223 0 �� ►- ,��._•• W : 1 7 JJJJJJ - �`' SIDEWALK BUILT BY DEVELOPMENT ■4111��, i1♦,. ,a'\ -�� 11!"iiir.�- _ - �� JJJJJJ .. JJJJJ n.. , / -main\ °" `unk- .�-0� �� ran_�,z; widow, �■■.�..,,,O� S _ _. 03 941 9484 ,��,' '•,° ��V��1�.t7�:i7��A 1-7(.-21,_,_,_, n , JJJ c o 00 i' \\► . � _� .-_,----- __IGS JJ Rini ME JJJ T 5 `�� , ��\ ` 1�� -1 - , JJ 1R �JJJJ._.l `- VP/I -�/ i `\��► ' .4�11PA ��\�- -_�� „�� IJ-33:13' I-*-4 /JJJJJJ �� i SIDEWALK BUILT BY HOME BUILDER ��lb► .. w.■i,_ -41♦�111.l Lel I� O SS JJ V_I i i 'JJJ JJ ♦��/, \\\\\\ '�.��,\ i. V, JJJJJ /.�:��i. J •- c� ,-I 0 Amps ` 1ST SUBMITTAL: 01/04/2022 .'' 1\'1ke� ,'��is■m�1,11f1'_.'��! \ JJ J JJJJ ./ I�:-1 'Mai -.ism ,�ttft♦��1,��11�I� J JJJJ °� '...' ��■■■.■■.I I��I� JJJJJJ J JJJJJJ _,•4ex'.►. div, '• gran.t /�� JJJJ J-- irea ;• • •IRSI■._-- � •��gr��►.• � •� ,: � REVISIONS \iiiiiiI/.►. . °trin\�. v+ I /��//I�� R/W - 110' ROW \��//I�\► ��\\�\ ! ��i�� ►►► I��/�I�� . ' R/W NO. DATE DESCRIPTION `'I�.■■1, ,■■■■„�1 it e,■,11�� 15.0'CENTERLINE OFFSET �� Niko. •\01�111 1111'lio A SL -pli_ �• . . � �� - 72'STREET CORRIDOR ��. ti .. '•1 _ I► .-- 8' 52' PAVEMENT 0 5' 8 ,�\�\. �_ '•�i ��,', � PUE PUE ��::; M :.v• '� 6' 7' 8' 13' 9' 13' 8' 5' 38'TRAIL if `�::1•; 11 ��;• SW PLANT. PARKING TRAVEL MEDIAN TRAVEL PARKING SW CORRIDOR 1 �/ 0.5' - ---0.5' 0.5'- - 7� . TMC = CL+0.38' CL TMC = CL + O. 8' 12' MEANDERING PERTH ROAD - --0.5' TC = CL-0.23' STREET TC = CL 0.23' X0.5' TRAIL 5.� NIAX SEE SHEET 204 5.-/ MAx- ' 2.50% 2.50% 5'.� MAX - AS-BUILT �- - - SW RIVER TERRACE BOULEVARD - PLAN CONCRETE CURB 2 4.5' -4.5' CONCRETE SIDEWALK- K� SCALE: 1" = 50' PER DETAIL 126, CONCRETE STANDARD CURB DATE 12/07/2022 AND GUTTER D2.01 PER DETAIL 120, SHEET D2.01. SHEET D2.01. PER DETAIL 125, SHEET D2.01. 0 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD (STANDARD SECTION) it N.T.S. v (STA: 57+22.02 - 65+61.84) a i N 16' MIN SEE SHEET D2.03 SHEETS FOR !• Tevt.ace, v 5 TRAVEL TRUCK APRON CROSS-SECTION DETAIL. Weh. N D2.01 \ �2 50°� D 330 z 330 330 330 SEE ROUNDABOUT GEOMETRY PLAN, SHEET CR14 Taylorl\/lorrison.I I = u K ROUNDABOUT - STANDARD I I I- - NTS a PVI STA:64+56.62 0 320 > 320 320 SOUTH RIVER 0 PVI ELEV:280.41 w . (STA: 65+61.84 67+78.85) PVISTA:62+19.85 K:2.00 LOW PT ELEV: 279.32 a PVI ELEV:304.79 LVC:16.98z In ,- .o PVISTA:66+15.05 NcTERRACE N K:20.00 r, ,p 00 I- ,o Q, o -- PVI ELEV:279.07 a LVC:120.02 o U - c000 w K:5.00 a 310 � � � WI waa ) 310 310 g �C:32.� � aaw 310 ce } N FINISH GRADE N Li - N N w w R/W 44' ROW R/W PHASE 2 Ca ST EET CENTERLINE m co w w H W L I 1-- 1 3.0'CENTERLINE OFFSET > u w a I 24' PAVEMENT Fe w - - PVI STA:66+43.00 LOW PT STA: 65+09.6 300 ��I RFS+,/ 300 LOW PT ELEV: 279.25 300 300 o 0O ; Jo PVI :LEV:280.19 12' 12' 12' 6' �� U 64450PE M 00 o K:3.00 I SW TRAVEL TRAVEL SW I 4 'p o PVI STA= 63+62.30 PVI STA:65+05.85 Ln CO co LVC 7.50 I - f y f `� ELEV= 289.83 PVI ELEV:279.00 Ln „ 0.5' 0.5' 0.5' I o.5' TC = CL+0.12' TC = CL+0.12' y ��S K:5.00 w u u rBVCS: 66+39.25 Kt --.- (NI • 09 al a w BVC=: 280.04 OREGON Z n'o LVC:32.49 z 1-i 1Lel- w _PVI STA= 68+00.00 ELEV PVI A 284.289.52 I 2� 50�/° 2.50%i ' �4,, • " 9 Z ^.� EVCS: 66+46.75 �G 94! O0 OQ o "' o °O Ir; N EVC=: 280.24 ELEV = 281.84iji 290 04 N 290 290 290 C SC FM a0 A,*- , + N �` N + N FINISH GRADE C� -CONCRETE SIDEWALK 2 CONCRETE CURB 9 Nr ,r, u, 4.00% RENEWS: JUNE 30, 2024 .E y •99y .o `w�' ,o `6.; .c v �w1 STREET CENTERLINE PER DETAIL 120, SHEET D2.01. D2.01 AND GUTTER Q EXISTING GROUND C \� u m u w u > U w 3.52% PER DETAIL 126 _ �� ` 4_00; > 2, ° > ° 1.50%• 1100% _ -1-, - SHEET D2.01. SW RIVER c.I STREET CENTERLINE 280 `� -,� \ _ 2. °�° 1'86° 280 280 50j2 , _ _ , o� .1�= 280 411)2-LANE NEIGHBORHOOD COLLECTOR SW RIVER it PROPOSED 16"WATER TERRACE BOULEVARD (NARROW SECTION) TERRACE + �� - ��i�l��-� !�ii�!�s� lli�_ , N.T.S. Ln PROPOSED 18" WATER �_m�- j• (STA: 67+78,85 69+80.37) BOULEVARD Alum" u PVI STA:64+79.00 - _ - - - _ 10 270 PVI ELEV:280.08 270 270 - - - - - - _ _ r --- - - - - 270 STREET PLAN v I K:3.00 PVI S A= 65+22.22_ PROPOSED 12"WATER J -PROPOSED 18" WATER N LVC:7.50 ;LEV= 279.41 BVCS: 64+75.25Et BVCE: 280.13_tc _PVI 'TA= 66+58.00 PROFILE EVCS: 64+82. 5 ELE = 280.41 EXISTING GROUND C� 2 260 EVCS: 279.3 260 260 EVI STA = 65+97 65 STREET CENTERLINE 260 PROJECT NO.: 395-103 LEV = 279.50 C 1: TYPE: CONSTRUCTION REVIEWED BY: KCS L 00• 250 � 250 250 - 250 0• 62+50 63+00 64+00 65+00 65+63 65+60 66+00 67+00 68+00 69+00 69+50 SCALE . 50 0 25 50 202 Q SW RIVER TERRACE BOULEVARD - PROFILE m m m m m�� HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET W r.-- . 0 0 !1fii ; TRACT X -I,11, WIiM� I \ 111111.7,_,7,\,_1414 siiit 1 I 1 I --- ---- -- ,0 _ _.;,) --- 011 TRACT W \ ___ 2-*QQ___ Aillilliih%„_ /0 0 41111111 „ , iiiiiryol 14111%1 ito %AO "111111110) S 'SJ : '\ ��1® w ��1� FR TFR �3%ooss:.,,. _ KEY MAP S 'p es ''� L ��, -1• 0 o ' 1 • All� ," �V �\fr4R° s I - �► .� s. 'A I �� a �� 11' 119 :-__ �� -�1' �� cj, i 118-c It14 - I I 0 �w� , •, GENERAL NOTES: 8.00' 11� ZI T *- \-3 464 PUE,TYP. 11�1t �1 I 8.00' 1. CONSTRUCT SW RIVER TERRACE BLVD PER 1:L4i) l / TYPICAL STREET SECTIONS F2, F4 AND F5, PACIFIC COMMUNE '" DESIGN `L I �I . `n ' 1� PUE,TYP. O "►ell CI%Mni t 1 Mirk" TSx THIS SHEET. 12564 SW Main Street Tigard, OR / 97223 COURT TRACT Z © (/TURFS 2. REFER TO CR SHEETS FOR CURB RETURN NOOSA 6 wR7V [T] 503-941-9484 SEE SHEET 21 FRTFRRq INFORMATION. CFgS SHALL BE PLACED O4<Ff ',,_ \ 3 PRIOR TO PROOF ROL. DRY UTILITY L TEST FOR CURB. THE 1ST SUBMITTAL: 01/04/2022 4 R "* NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE REVISIONS SPECIFIED BY THE PRIVATE UTILITY CARRIES. CONTRACTOR SHALL COORDINATE NO. DATE DESCRIPTION SW RIVER TERRACE BOULEVARD - PLAN LEGEND: SCALE: 1" = 50' , SIDEWALK BUILT BY DEVELOPMENT \\\\ SIDEWALK BUILT BY HOME BUILDER AS-BUILT STREET NOTES: DATE 12/07/22 APPROVED KC8 R/W 110' ROW R/W 0 INSTALL MONUMENT BOX PER DETAIL 170, 15.0'CENTERLINE OFFSET _1 SHEET D2.02. I - 40' DEDICATION 70' FUTURE DEDICATION 3 CONSTRUCT 3'ASPHALT BENCH AT END ,, \ 76.5' STREET CORRIDOR OF STREET IMPROVEMENTS. v 8' 56' PAVEMENT : 8' 44' OW PUE PUE R/W R/W O6 CONSTRUCT COMMERCIAL DRIVEWAY PER J 6' 7' 8' 13' 10' 24' 6' 33.5'TRAIL 1- 1 3.0'CENTERLINE OFFSET DETAIL 143, SHEET D2.01. SEE TABLE /" THIS SHEET FOR DRIVEWAY ,,, i 1 SW PLANT. PARKING TRAVEL MEDIAN TRAVEL SW CORRIDOR I 24' PAVEMENT i INFORMATION. 1 0.5'-' f f0.5' O.5'- f 12' MEANDERING 12' 12' 12' 6' / / i MC = CL+ 0.38' CL TMC =CL+0.38' N i - -0.5' TC = CL-0.23' STREET TC =CL-0.23' - -0.5' TRAIL i S.\ MAX• i SW TRAVEL TRAVEL SW 9 INSTALL STREET BARRICADE PER CITY OF 5.1 MAX. � 2.50% 2.50% 5•.1 MAX' -_ 0.5 f0.5' 0.5'� TIGARD DETAIL 192, SHEET D2.02. rn- -- - ievtace, TC = CL+0.12' TC = CL+0.12' y 10 INSTALL SIDEWALK BARRICADE PER CITY �� CONCRETE SIDEWALK Cf7-4.5'-.--1 2 50% 2.50% OF TIGARD DETAIL 192, SHEET D2.02. M PER DETAIL 120, SHEET D2.01. ONCRETE STANDARD CURB 0 c'' PER DETAIL 125, SHEET D2.01. 2 CONCRETE CURB v IL CONCRETE CURB AND GUTTER -CONCRETE SIDEWALK D2.01 AND GUTTER J I ° wPER DETAIL 120, SHEET D2.01. N PER DETAIL 126, SHEET D2.01. PER DETAIL 126, 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER FS TERRACE BOULEVARD (STANDARD SECTION) SHEET D2.01. PRIVATE DRIVEWAY STATIONS N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER SOUTH RIVER LOT# DELTA STATION WIDTH o (STA: 70+45.75 73+22.89) TERRACE BOULEVARD (NARROW SECTION) TRACT Y 70+88.98, 26.00' RT 24.00 0 a (STA: 67+78.85 69+80.37) TERRACE ._ w 330 HIGH PT STA: 72+72.11 330 cc HIGH PT ELEV: 304.75 w PHASE 2 w PVISTA:72+03.62 ~ 0' PVI ELEV:306.16 .Z w Lu - > K:20.00 O - Fc LVC:203.33 a` rp PROrec M 320 - I- N o 320 R/W 65.0 ROW R/W 450PE� . � coN PVI STA:70+14.84 N. O ^ ch I H -1 13.5'CENTERLINE OFFSET G (NIE PVI ELEV:290.10 0 o •z i 27 .5' 24' PAVEMENT OREGON ^ - - K:26.00 MSM w v, w EXISTING fTOELINE 6' 12' 12' 12' 49, ,-. 0, 310 �,� 0. CO LC' N > - � 310 SW TRAVEL TRAVEL SW , C SCHW PRS o ri ri w w i ' \\ - f0.5' 0.5'y f y n o0 N. 0, c 0` i _ F-0.5 RENEWS: JUNE 30, 2024 'E + N + NI + N - - - - - TC = CL+0.12' TC = CL+0.12' Q .0 Li; ii u ^ u � ..r�. � �� \ 2.50% 2.50% N Jm uw Lm A _� 300 w 300 SW RIVER i0 PVI STA = 73+23.10 CONCRETE CURB AND GUTTER \\ 2 a51a° ' ELEV = 304.18 PER DETAIL 126, SHEET D2.01. D2.01 CONCRETE SIDEWALK TERRACE Edill- s , PER DETAIL 120, SHEET D2.01. lik FUTURE GRADE ® BOULEVARD ,10,00.--1 STREET CENTERLINE 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER 290 /' ;,'/ 290 F4 TERRACE BOULEVARD (NARROW SECTION) STREET PLAN = / EXISTING GROUND @ N.T.S. LA �� STREET CENTERLINE (STA: 69+80.37 - 70+45.75) Et PROFILE -. ,/ FINISH GRADE @ I I I I I I a STREET CENTERLINE 0 280 280 PROJECT NO.: 395-103 cn c - PROPOSED 12"WATER TYPE: CONSTRUCTION REVIEWED BY: KCS L PROPOSED 18"WATER o' 0 0 270 270 69+50 70+00 71 +00 72+00 73+0073+28 74+00 75+00 76+00 76+50 SCALE 203 0• M 50 0 25 50 SW RIVER TERRACE BOULEVARD - PROFILE m I m�� Z 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: e - , - OINSTALL STANDARD ADA ACCESSIBLE RAMP 111lk MUM ill PER DETAIL 1, SHEET D2.03. 1111111 LAINSTALL MONUMENT BOX PER DETAIL 170, rUllil I,"„S SHEET D2.02. 1,1111 Ps oo' ; H JR // CONSTRUCT COMMERCIAL DRIVEWAY PER - - PUE,TYP. /// . ‘g...‘/�� 1 DETAIL 143, SHEET D2.01. SEE TABLE THIS L,0 - Oil r,. ••° • eV 0.9 SHEET FOR DRIVEWAY INFORMATION. I M. �� E L /�� i \ _ /,'4,1% A • Q 15 CONSTRUCT 15' WIDE MAINTENANCE ACCESS. �;� Ln REFER TO WACO FACILITY PERMIT w / ,' . 5` O 1 N r �, i. PLACE 4" AC OVER 10" AGGREGATE BASE. �► PLANS (18-800) FOR PERTH / ROY z ' Si oz ROGERS DESIGN ->� I I r\ D o > - �; '- 1 8.00' I,ole �, �. KEY MAP 1,_ ___-1 w- PUE,TYP. �� /x �� 1 SAWCUT/BEGIN * --i,-..,,,,..-4---- 4 44. .'w CONSTRUCTION PER THIS SET `I ,� ;� ��\ o t� STA. 10+78.86 (PERTH RD) PUE, TYP. - II O� �'� •®' ' ��J/ 133 2.50% GENERAL NOTES: ct iin� O fw� �. . ve .� �� , 1 w Ln �� 2.50% > 1. CONSTRUCT SW PERTH ROAD PER - O � � SRR 1�A- �'.1� ' �,�j`�, W M• LLJJ N _ ___ _ __ _ �5�� / �� w TYPICAL STREET SECTIONS D1 $ D2, 1:7................,€) 73� y a -_ter-=_-�- �-� \ �� V Ln �4� - _ - .� I i,�I �� p v THIS SHEET. 1 L, �e _ _ `� w�i ��, �� 132 1- C o N PACIFIC COMMUNEDESIGN II �� =► +00 ° '` ��'�� // - 2. REFER TO CR SHEETS FOR CURB 12564 SW Main Street Tigard, OR \ FULL SHED STA: 10+78.86 1 pi-- �� SW PERTH ROAD Ilp �0 ��/ 131 p � � ♦ -"�; °. ,'��i�i RETURN INFORMATION. 97223 �r - .--:• -. w 11+qc - gr, 2+(rss 4 1 a - SS - 4=--.; ss m �•�...:, �► / [T] 503-941-9484 e - - - - , o S` / 1.40% 2.50% - 11 Si s SD so SD �_ ilk,......,„,..„_,..._ 130 J I� J I� I I �� V w u, �� w ,' 3. DRY UTILITY CROSSINGS SHALL BE \ I ��ii� _ _ �� T��i��5�j�� _ :zrAyarkw_arkj. � =11�'�� / ' w �; w �; PLACED PRIOR TO PROOF ROLL TEST N �1 r ° _' Io�o rOar®s,� rye+ \ 129 o N C o N FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 `^ �j� �.;�� ,:, �,', ,T,�J3, \ _ _ + - O / I- FLAT CROSS SLOPE STA: 11+03.86 I- CROSSINGS, EXACT LOCATIONS, i '-7i`'�_�� _,�,'�'+�, 0 / DEPTH, CONDUIT TYPE, ETC. SHALL BE !sem Q REFER TO SUPERELEVATION �� 128 // 2.50% 2.50% SPECIFIED BY THE PRIVATE UTILITY REVISIONS _4 . �/ DIAGRAM THIS SHEET ®ill O 127 CARRIES. CONTRACTOR SHALL \ a- - - - - - - - _ _ _ _ _ \ \ I > �oillIllI �� > NO. DATE DESCRIPTION - \ 126 M J .moo COORDINATE.> � � / I \ \ lu 124 125 uN C w 4S uN N /� 1 1 �/ g=+ I \\ \\ I i 1 END TRANSITION STA: 11+28.86 1 o I \ ®,1 TRACT DD \ 1 SUPERELEVATION DIAGRAM LEGEND: TN I I11 _ - - I ' ' I \ H® 1 I ,_ - - SIDEWALK BUILT BY DEVELOPMENT I 1 I I I \\\\\ SIDEWALK BUILT BY HOME BUILDER SW PERTH ROAD - PLAN - AS-BUILT SCALE: 1" = 50' DATE 12/07/2022 APPROVED KC8 R/W 70' ROW R/W R/W R/W k - 6.0'CENTERLINE OFFSET 58' R.O.W. 8' i 50' PAVEMENT i 8' 6' i 34' PAVEMENT 6' \ ,. P U E 6' 5' 6' 11' 12' 11' 6' 5' 6' PUE PUE 6' 5' 6' 22' 6' 5' 6' P U E - SW PLANT. BIKE TRAVEL MEDIAN TRAVEL BIKE PLANT. SW i SW PLANT. BIKE TRAVEL BIKE PLANT. SW , PRIVATE DRIVEWAY STATIONS 0.5'---1 - y - F-0.5' 0.5'7 � y �0.5' LOT# DELTA STATION WIDTH , - 0.5' TC = CL 0.31' TC = CL 0.01' X0.5' 0.5' TC = CL+ 0.01' TC = CL+ 0.01' 0.5' v 5.1 MqX, i 2.50% 2.50% i 5-_1 MOC 5.1 MAX. 1 2.50% 2.50% 10 MAX' TRACT DD 10+91.85, 17.00' RT 12.00 L : I - _y TRACT BB 13+99.13, 17.00' RT 20.00 3 -CONCRETE SIDEWALK 3 , as -CONCRETE SIDEWALK CONCRETE CURB AND GUTTER DTL1 CONCRETE CURB AND GUTTER D2-01 PER DETAIL 2110, SHEET DTL1. PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. ._�n� PER DETAIL 2010, SHEET DTL1. �VL ieVICire M N rn SW PERTH RD D2 2 LANE COLLECTOR D � • 3 LANE COLLECTOR SW PERTH ROAD N.T.S. N.T.S. TaylorMorrison. o (STA: 10+00.00 - 14+73.28) (STA: 14+73.28 - 17+75.00) N IL Lu SOUTH RIVER w `, 300 300 0 TERRACE PVI STA:17+97.00 a m PVI ELEV:278.36 N 290 p K: OO ' 290 PHASE 2 a vw, I LVC:10.87 _ I- E BVCS: 17+91.56 1- „ co PVISTA:15+00.00II BVCE: 278.08 wI PVISTA:13+71.98 a = PVIELEV:263.14 EVCS: 18+02.44 PROFF z cci o .o K:13.40 EVCE: 278.44 vJ L„ PVI ELEV:260.83 0 ' LVC:44.55 280 64450PE./� 0 280 K:20.00 ,, o .0 I 4 LVC:81.23 _ Lr] -1- � N N. _ in ce II II • w� F + OREGON ^ Z 0 M ..0 w �i �t > N. Ni .0 r � 5--- _1 700 Ni • _ L, LnwH -I � N � N WW � 9iL 00 OQ o j M N N vi u -L'A U 5.AT o /,/, • 9, Z �� rn 0 �? PVI STA: 10+95.00 w w U m u w C $(;HW PR\ 270u - > > 270 w PVI ELEV: 244.60 J m u w CO w _ K: 13.58 > I ,? - RENEWS: JUNE 30, 2024 a 'w o -..11 JO H LVC: 99.97 �� _--- CL - N a 5 LOW PT. STA: 10+65.38 1.80%0 - - z o N Lf. LOW PT ELEV: 245.20 4 ,_ �� _ - SW PERTH n ._ _ v + + N 260 n o o 260 wvl + + N w w = _ - - - - - - ROAD _o ce II II > j m l.) w - - - C STREET PLAN u Z I (d) If) w - - - - � � F NISH GRADE C� PROPOSED 8"WATERLINE - - STREET CENTERLINE 250 - - -V - EXISTING GROUND ® 250 aPROFILE -2.50% _1 ,.°,,- - STREET CENTERLINE - I r a PVI STA = 10+40.00 Ln 240 ELEV= 245.42 o 240 PROJECT NO.: 395-103 on TYPE: CONSTRUCTION (g) REVIEWED BY: KCS 0 0' 0 0 230 - 230 SCALE M 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 50 0 25 50 SW PERTH ROAD - PROFILE ---�� 204 Z 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: -0 (-A-- O INSTALL STANDARD ADA ACCESSIBLE RAMP __• 111111 111111i PER DETAIL 1, SHEET D2.03. rUlill L i 1A INSTALL 12' ADA ACCESSIBLE RAMP PER I,111 sln l i DETAIL 128, SHEET D2.03, WITH ,1111 REMOVABLE BOLLARD PER DETAIL 2, I '1111 I111II/ LSHEET D2.03. ,I♦.■ 1150111 RIVER TERRACE BLVD I - _= = 1. ' 2 INSTALL MONUMENT BOX PER DETAIL 170, ♦� SEE SHEET 201 SHEET D2.02. amu_ _wl, S;:•' �'i�� / I , \ �_' O3 CONSTRUCT 3'TEMPORARY ASPHALT III. r `�� `, n h I 'so k s�� = BENCH AT END OF STREET IMPROVEMENTS. 110%91 ` ■■■■■■� �I" \ F) 6 CONSTRUCT COMMERCIAL DRIVEWAYPER .% :-111111111mmt r. TRACTSp O�■■■■■■■`, 1 11111.11116.*:' p �: DETAIL143, SHEETD2.01. SEETABLEKEY MAP ,•I ,■■■■■■■11I �I \ N p� THIS SHEET FOR DRIVEWAY INFORMATION. o .II: ' I■■■■■■■I' ■11■■1111\.:. \ •''��\ , , •1111 ��11111111■■I' 1■■11■■11\. . �` \ P \ `. 6.00' ■■I- ■■111111 1111111111111111 9 INSTALL STREET BARRICADE PER CITY OF _ ..•I11■■■Iv , C7■11111111111. \ \ PUE, TYP. TRACT Q D o - ►�►�� _ �■■■�j- L LLL'LL L '��!ii ■I ..40F1, Q O GENERAL NOTES: 11■I - \. - TIGARD DETAIL 192 SHEET D2.02. -- •. 1�� LLLLLLLLL LLLLL _ /' LLLL LLLL LL LLLL'L ,■I■■111 �� 0 : - -'. �.' LLLLL LLL LL LLLL�L� ■•` T - ' 1. �- LLL LL LLLL_LL. `N■1� j1�11■ A�- ��I : ii.. A�r CONSTRUCT SW PERTH ROAD PER -•+ .•�� 1:1::: � LLLL c.FII\II.LLL_LL \ a . 90 �j� �^ __ LLL II■■■�ii ��[�■■11.i "�r -R1TIO�ES �� •• .Vl` fl w ... i ��i� _ __ VaalOF TIGARD DETAIL 1 R SHEET D2 02 CITY THIS SHEET. SECTIONS D2 AND _ 1::.:� ss .LLLL■�,I`C--�� + u LLLL �. 10 INSTALL SIDEWALK BARRICADE PER TYPICAL STREETC, w --- -� (1 itiertiCi_fi EEE'1I gar._ -_-_ -.0.............."a i .4 6.00' _�� f 92 - v� -�I�u �i��_�u1111 LLLL �' �� ! I�I © PUE,TYP. .• �/• �� _ PACIFIC COMMUNI� " DESIGN lig o /-`�, I W LLLL L LLL l�■�■1-iii�� - t� ,� 12564 SW Main Street Tigard, OR _ :_ . 1 LLL >i1111■��11 L �- - 111 ` RETURN INFORMATION. ` _ ;�; L�\I1.■11',�L-LL 7 ::1� = - ,�_'_ �Il;_ _ _ �' � � ' - «,� �� 2. REFER TO CR SHEETS FOR CURB g 1 LL 1�� LL LLLL��- LLLLL ....manor_ �.�Gf��11:�1111I�s.. .. , `. I O ♦` __ 97223 1 Y "'•__a ,,...........z........\....\_. \L LLLLL 1ELLL LLLL/ �' ,SIMIM I,� -� "Jr�•-�r -� \`�`4'4 [ ] 503-941-9484 LL •��II� .I11■A� Et ht-.:1 LLLL LLL '� A��- - V .� 4 ,\< / T w W - - -I'/.: I■■11■i � LLL,,. LL L� -�� 'a ,.l 47•6•114:1'-' ..A... s, -` `S �� 4' II , Ak�,�. W 111111■■■ . , _ _ - 1��i w PF �� `*i \ -- 4 O 3. DRY UTILITY CROSSINGS SHALL BE O ■1111■■\a O _�� - - - - - - - - - - -�� 0 PO 7G b PLACED PRIOR TO PROOF ROLL TEST (/) t 1111■■■\ r - t r<4" S • Rpq z-mie '� , /\11111111111111► �r / ' � ►� ,, � `7� •�y / FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 -\■■11111111\, o •.'\11111\ 1 > ` %I 0 © � 404.1.0,,,,i..._ , O iv /� CROSSINGS, EXACT LOCATIONS, 9 I, m � O I �/ © CONDUIT TYPE, ETC. SHALL BE I REVISIONS DEPTH, ��,�,ce�t'�� I ROUNDABOUT APRON' 98 99 i- ��.�� ,, .•,4,-'� SPECIFIED BY THE PRIVATE UTILITY \ :`111 !I I 95 AND CURBS PER 97 100cr lj ,� CARRIES. CONTRACTOR SHALL NO. DATE DESCRIPTION I, DETAILS SHEET 202 �- v��i A\ 6.00' COORDINATE. \ ij 101 6.00 4 • \ YP. ..‘ W\ \ 96 PUE, TYP. N ' \` 1111■■ I ■ I I 1020 \ RIVER TERRACE BLVD 103 �' �� \ LEGEND: SEE SHEET 202 �� i �� 9 104 \ � O SIDEWALK BUILT BY DEVELOPMENT ,�N, ,n' 3 >,,s 0 \ \\\\\ SIDEWALK BUILT BY HOME BUILDER 105 /' am`- �s - /.\S-BUILT / L� • x�o / �8^ -';/• PRIVATE DRIVEWAY STATIONS DATE 12/07/2022 • APPROVED KC8 O LOT# DELTA STATION WIDTH -/ Y. 0 \ TRACT R (SW CHETCO COURT) 20+75.77, 11.97' LT 30.00 TRACT U 24+52.25, 18.00' RT 24.00 SW PERTH ROAD - PLAN SCALE: 1" = 50' v /_ /' a .. , o' M Qa7e)t, ievtace, N M 340 340 TaylorMorrison. cu 16' MIN SEE SHEET D2.03 SHEETS FOR Ln PVI STA: 23+25.31 5 _ TRAVEL TRUCK APRON CROSS-SECTION DETAIL. cc PVI ELE�: 301.0 D2.01 \ 2 5�°� IL K: 20.00 I LL, 330 LVC: 117.30 _ 330 SEE ROUNDABOUT GEOMETRY PLAN, SHEET CR14 SOUTH RIVER .0o LOW PT STA: 19+41.10 `'0 C' I °MI- o as slj °ROUNDABOUT - STANDARD o LOW PT ELEV: 279.26 + w -I- W NTS TERRACE PVI STA:19+44.85 vi j vi j z w v m v w _o (STA: 17+75.00 - 20+00.00) a PVI ELEV:279.01 m = w ~ N 320 K:5.00 w �, � ;� � 32o PHASE 2 a LVC:32.50 -- NCC c I� o C) z � C> � z � M Z M H- 0 0 PRO/-4- LL, "• + C- o Z Q - d w w M C) M Z V N NII w N L-I N 310 PVI STA:21+50.00I W II ° > 310 rt\) I NFF /_ a I- -JR/W R/W 450PE �� Lu w PVI STA:19+84.00 PVI ELEV:289.01 z i-nI- I- w I 58' R.O.W. oN _ PVI ELEV:280.03 K:13.40 /` ' 1- w K:5.00 - I 36' PAVEMENT I w� `-' w LVC:19.47 6' 6' LVC:19.56 ' 1,0 ° N PVI STA:17+97.00 w > I I I OREGON - - ri PVI ELEV:278.36 H f► .o as co - PUE 5' 5' 6' 24' 6' 5' 5' PUE �G q�! Gp � O0 w Nr ON N 00 00 '0 N N. so ^ �A, • 9, Z �� 300 K:3.00 o N �_ N loo n Ln 6o co -in 0 -- 300 I SW PLANT. BIKE TRAVEL BIKE PLANT. SW YC• L R6 M LVC:10.87 H O• .0 O 1 N. oo + N + N - � - - I I SCHWP 03 + + CO + NJ + NJ 11111111111111611_ _ - 0.5'� - �0.5' RENEWS: JUNE 30, 2024 BVCS: 17+91.56 zoo 00 o Li co Ln Ni Os o• "' '� "� '� Ori N `O a Lii Li v CA u0.5'- -TC = CL+0.01' TC = CL+0.01' - -0.5' @VCE: 278.08 H o+o .+o 00 w u II > Lii U N u m w ° - - tm __11111F-15:1 N1AX. ' 2.50% 2.50% 'S.1 MAX• a EVCS: 18+0 .44 w °�° N z >'m > w m w 6$ - _ SW PERTH N EVCE: 278.44 ec u u u - Ln Ln w Co w - 290 � aa4>, oN _ \ - w a; o: 290 -CONCRETE SIDEWALK 4 it N N N FUTURE GRADE C PER DETAIL 120 SHEET D2.01. D2.01 CONCRETE CURB AND GUTTER ROAD rn PER DETAIL 126, SHEET D2.01. - w ��° STREET CENTERLINE vi / U w w NEIGHBORHOOD ROUTE STREET PLAN N 280 ,y° 2.50% -051% -2.50 03 q � 0_ _ �1 PROPOSED 16"WATERLINE y�,1 - 280 C. SW PERTH ROAD a PROFILE v _ - _ N.T.S. VI N �� FINISH GRADE @ (STA: 20+00.00 - 24+64.62) II I _ _ - STREET CENTERLINE a - - - - PVI STA = 19+62.00 Ir, 270 _ -' PVI STA = 18+36.63 ELEV= 279.70 270C) PROJECT NO.: 395 103 o - ELEV = 279.22 c PVI STA = 18+10.00 EXISTING GROUND ® TYPE: CONSTRUCTION 3 ELEV = 278.55 STREET CENTERLINE - - REVIEWED BY: KCS L PROPOSED 8"WATERLINE o' 0 rn c. 260 260 'rI 17+50 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 24+64 25+00 25+50 SCALE 205 M 50 0 25 50 SW PERTH ROAD - PROFILE ---�� Z 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD 165TH AVE SEE SHEET 201 SEE SHEET 208 e r- ® Lr, ��.r��1__ i, .: b i1 4111h 1J_monism ► • ' 1. r` __-. �1i �,I • m 1 X11117 ■m■..■■ r P '' 1 _ I ' 1 11 56 M11111 11111ni is , , ,4,, , irl I AL2 HPUE, TYP. a.o01 �I�i - 1 � N m - ,111 m ' ' IV; 0 : \, < iii .. _ LL f 64 63 62 61 60 59 58 1 a im. I E. .1., ; , �' --..1 li►` 111111 r' old lel I 1 1 �� leo 57 © .nl % Sm _ _ O O --- 1 O 6.00 m �� ® �, /� R EEVE sp.s . .. 1 6.00' \ I. - _ PUE TYP. i • .RR. LE PUE,TYP. ) 0 zV■ 1 - r� _ all‘ � ._ . - �'��,► +oo KEY MAP ,. Om.- _ ..�- �,/ 3 _ _ 1 N.r.,.k. _.-��■■)•\iC�AI�!illv�:�1�\i:!�i.. _. r ii1\\ice■�! ��L! -. t'�J 1 ‘.,usim.,.._;f0a,„„,,,s,,,,00,,,,54,� I- 23+ZT0- - - - - - - - - - - �� ■��:�II �n�ei�m�y�ll�!��-! _z_. \ _--rAm �■ _ k ' :Mg I_.___, V. i I 24+00 -p - - _L25+ 1 - ss :-�,.��,!W _` i►%► F# - ��► ►iFiri 1 1U o I ss 1 ►� A O GENERAL NOTES: - I L - - - - - - _ _ - - - - _ , _ QUI ) ' SD _ sD SD �� SD ~ llm -J I~ lig = - „�� 1. CONSTRUCT SW EVERTON STREET PER 1 SW EVERTOR 'TREET� /' ___ _ *tt�l/IaL1= _� 1�� i E��c; �a �__. �II�!:►��li :=�■I�►: _=. 1■I��t_�� illaW■N!er�, ar �i�►• i;�e ►d�` �`�i TYPICAL STREET SECTIONS A AND B, h!��■�� \�J�\i►I/�\\ ►I/i\\�\\", \�D/a�■N\6\ _. r�`� �rusg72 1111'.% THIS SHEET. A o Jr - -- „'"- =- - ,- - �i, �.�. _ - PACIFIC COMMUNE DESIGN 'i a o �N ��iI ■�� 2. REFER TO CR SHEETS FOR CURB 12564 SW Main Street Tigard, OR 0 - A 6.00 97223 - rn I ' o ``• I RR.sEEiE RETURN INFORMATION. 0 ® I / 0 L 6.00' I� 1 I PUE, TYP. © [T] 503-941-9484 �' _ a ,� PUE, TYP. m �� li 0 0 0 1� _ I - II ii..■11 O 3. DRY UTILITY CROSSINGS SHALL BE Lit ��M �� TYP. '1 PLACED PRIOR TO PROOF ROLL TEST I 101 1 10' fig, ; 65 66 67 68 69 70 71 ��' �� 1 FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 1w D I II �. I I I I CROSSINGS, EXACT LOCATIONS, 6 I i1 11 . �' : �" I • DEPTH, CONDUIT TYPE, ETC. SHALL BE REVISIONS w 1= I. i\I SPECIFIED BY THE PRIVATE UTILITY �� • 'I 8.00' � I CARRIES. CONTRACTOR SHALL NO. DATE DESCRIPTION ' 3 i PUE, TYP. -i I'I I'r. I r 1 iirra COORDINATE. RIVER TERRACE BLVD 165TH AVE SEE SHEET 201 SEE SHEET 208 LEGEND: SW EVERTON STREET - PLAN SCALE: 1" = 50' • . . SIDEWALK BUILT BY DEVELOPMENT STREET NOTES: \\\\ SIDEWALK BUILT BY HOME BUILDER R/W R/W R/W R/W I\S-BIJIL_. 1 50' R.O.W. 54' R.O.W. O INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. 6' 28' PAVEMENT � 6' 6' 32' PAVEMENT 1 6' 1q INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, PRIVATE DRIVEWAY STATIONS DATE 12/07/2022 PUE PUE PUE PUE WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. LOT# DELTA STATION WIDTH APPROVED KCS 5' 5' 8' 12' 8' 5' 5' 5' 5' 8' 16' 8' 5' 5' SW PLANT. PARKING TRAVEL PARKING PLANT. SW i SW PLANT. PARKING TRAVEL PARKING PLANT. SW 58 28+73.69, 16.00' LT 16.00 2 INSTALL MONUMENT BOX PER DETAIL 170I , SHEET D2.02. _ ,, 0.5' - 0.5' 0.5' 7 - 0.5' 0.5' - TC = CL+0.07' TC = CL+ 0.07' - - 0.5' 59 28+44.71, 16.00' LT 16.00 0.5' - TC = CL+ 0.02' TC = CL + 0.02' - - 0.5' � O CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. i" \ 5.1 MAX, ' 2.50% 2.50% 15..A MAX' 5'1 MAX ' 2.50% 2.50% 15'.� MAX' 60 27+84.71, 16.00' LT 16.00 �- -y O CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. \ SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 61 27+34.71, 16.00' LT 16.00 _ -CONCRETE SIDEWALK 1 -CONCRETE SIDEWALK 1 j, D2.01 CONCRETE CURB AND GUTTER D2.01 CONCRETE CURB AND GUTTER O INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET 62 26+84.71, 16.00' LT 16.00 PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. - v D2.02. 63 26+24.71, 16.00' LT 16.00 10 INSTALL SIDEWALK BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET 64 25+74.71, 16.00' LT 16.00 B LOCAL RESIDENTIAL - SKINNY STREET A LOCAL RESIDENTIAL - STANDARD STREET 0 D2.02. � c. PARKING ON BOTH SIDES PARKING BOTH SIDES _ 65 25+74.71, 16.00RT 16.00 R:Welt, N.T.S. N.T.S. M ieVICire (STA: 24+30.49 - 24+89.20) (STA: 24+89.20 - 30+73.71) 66 26+24.71, 16.00' RT 16.00 N 67 26+84.71, 16.00' RT 16.00 a) 360 I 360 68 27+34.71, 16.00' RT 16.00 IayIorI\Aorrison. PVI STA:22+12.96 I I PVI STA:30+97.04 69 27+84.71, 16.00' RT 16.00 PVIELEV:328.50 PVI ELEV:324.07 iL K:20.00 w z LVC:187.37I K:15.00 70 28+44.71, 16.00' RT 16.00 S U T H RIVE R LVC:74.53 = 350 2 Z N I ,j50 71 28+73.69, 16.00' RT 16.00 I > r:/ .0 .o06 ''� a + M M PVI STA:23+67.17 °; M * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. FE R RAC E Ci z ,o N w NI w PVI ELEV:312.11 I z oM ili z GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. oo � � o Ln > V; L) K:13.40 w vi > o C wooM mm ww LVC:115.62 a > mOw 340 340 w N IIN M z w p = PVI STA:30+03.20 m w PHASE 2 zHHJ c0 o Hce w � PVI ELEV:318.25 ? ^ C' - �n �n w o+ M + M w w > .o K:4.76 ri `O nDn� Z N w w Iw LOW PT STA: 25+66.03 `-' -� LVC:20.00 I- ^ N rl'U/ cc L^ > ( > o o LOW PT ELEV: 308.40 z o �� O ' > -1.26% > C° ' ' �`! "' PVI STA:25+68.26 Nr - oN 0 oN h. °• o a w \c'�I NFF w 330 _ - _ _ °' co� PVI ELEV:308.09 w Cr, �,, a` 00 w w 330 64450PE �� "' � � _ _ � � N N ° K:13.40 PVI STA = 29+15.20 N ii " N w o M .° - - o hi _ _ _ I �� II LVC:58.06 ELEV = 316.15 z �;; ,•,;nn Li w� `" Z - J _ N V1 Wr > °° > w /= F` 9 OREGON o^ QZ o EXISTING GROUND @ ` - `n `n w m w /y �1! 9 20 �O os 320 STREET CENTERLINE -i \ _ 20�° �� i - \ N .0 cV N. I i �.�•30 0� ° 2.50% ,0'-° 6 320 c SCHW PR ._ _ M o I rn 0 Lrl VI01°° 2.50% _ RENEWS: JUNE 30, 2024 N Li N• �yj• - Q U - - Will..."- " II �' FINISH GRADE C� v >, u w 2.33% wow PVI STA = 29+83.20 SW EVERTON a STREET CENTERLINE -2.007 m m ` - > _ ELEV = 317.85 310 -2.00% _ _ - - _ _ _ _ _ 310 - - - llll.1--- VI STA= 29+05.20 STREET LEV= 315.95 vii - STREET PLAN u 300 I I 300 a PROFILE 4' FUTURE DEVELOPMENT , , , PROPOSED WATERLINE I I Q 0 290 - 290 PROJECT NO.: 395-103 c TYPE: CONSTRUCTION 4)1 REVIEWED BY: KCS L - - - - - - - o' 0 M Lin 280 - - - - - - - 280 SCALE 206 0. M 20+50 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 50 0 25 50 SW EVERTON STREET - PROFILE Z 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' I RIVER TERRACE BLVD 165TH AVE e SEE SHEET 201 SEE SHEET 208 ,_ •i ; si � ce 4� � I i UII • -AI emu ■ �° � .I � III 111�1�1 01111111 LN a. ►�� m 'P o I /-� PUE, TYP. 6.00' ''�� ■�I� 1 I!"W I �u �A! PUE, TYP. ,p I • ' IF lll 1 limN ► 1111 - L. 0.,. . , �� I r� . 1 _IIUi ii■ II 83 82 81 80 79 78 77 - � 1�� w a t,;.1" ;��I�I I� _rill011��.I 6.00' � -> J TYP. �`II W PUE, TYP. E E �, �,� li ,,, IRR.-!E I IR"i SV EV.y , 1: � . == ■ `31 / 6.00' 1�_�� W •�► v�_ O1 .- -A ' PUE, TYP. O O I III►" > / �int r'' , , , ..,, i, .-J ii � it ' id F 11,0Y MOIL' I o 1 %:Sill/.' __ 4,2 e!I/ Ano.9 , f..�i! Anr,41 T�. %%% A ,2%,,,ire.%%�!i!I//'2'. L .% A,5 %. d q1*rl I '1___ + I _ .`//_Eo,ham>i/;'/i _, !_I/% 'A►�� 7 i% I%///.'► AM .�� i%///.' !►�io " N -- - - - -- - �% KEY MAP E�' .p _O i - liml a -SW RUBICI N LANE '_�� w a�M - • it /\I I I I I - mirill -1Z+OQ _16±00_ 2..1__ - I m 3 3 13 22 �.��= - =440 c - :l �1i - 4t7 .��;-- -- ��: 1I/.I%///.%//-/.'.W2;554:%`Fi!,,IA/Ii!I% 4/7Ti%///%/A%71ZWOW...%.'W/ ZZ _/%///.'T//.ss-.4iilk II \ �- i I -- - - -- - - - - - ---- - - -- I11 1. CONSTRUCT SW RUBICON LANE PER ►� 1` ., I 6.00' �� , 1_I _ I TYPICAL STREET SECTIONS B, THIS 1:!...00,1i11) � �I V , IV �I PUE,TYP. �' ...•R CEE % I SHEET. PACIFIC COMMUNITY DESIGN 0 ►® f I a O 0 0 © I 12564 SW Main Street Tigard, OR �(===�� =� i ' / I 2. REFER TO CR SHEETS FOR CURB g .' IRR.IS '.41.I TYP. ' 111 �/ I RETURN INFORMATION. 97223 ► �I . o II 8.00' 85 86 87 88 89 90 - r_ . // [T] 503-941-9484 o+ •/ PUE, TYP. �� ; I NuI 1 I �I/% 3. DRY UTILITY CROSSINGS SHALL BE r ID 84 6.00' PLACED PRIOR TO PROOF ROLL TEST 41 PUE, TYP. FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 D� - i� . CROSSINGS, EXACT LOCATIONS, RIVER TERRACE BLVD 165TH AVE DEPTH, CONDUIT TYPE, ETC. SHALL BE REVISIONS SPECIFIED BY THE PRIVATE UTILITY SEE SHEET 202 SEE SHEET 208 CARRIES. CONTRACTOR SHALL NO. DATE DESCRIPTION COORDINATE. R/W R/W SW RUBICON LANE - PLAN STREET NOTES: 50' R.O.W. SCALE: 1" = 50' 0 INSTALL STANDARD ADA ACCESSIBLE LEGEND: 6' 28' PAVEMENT � 6' RAMP PER DETAIL 1, SHEET D2.03. PUE 5' 5' 8' 12' 8' 5' 5' PUE M • . , SIDEWALK BUILT BY DEVELOPMENT \ INSTALL 12' ADA ACCESSIBLE RAMP PER SW PLANT PARKING TRAVEL PARKING PLANT. SW I DETAIL 128, SHEET D2.03, WITH \\\\\\ SIDEWALK BUILT BY HOME BUILDER I II 0.5' f0.5' As_BuILT 0.5' TC= CL + 0.07' TC= CL + 0.07' 0.5' REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. s' MAX. ' 2.50°i° 2.50°i° 'S.\ MAX' PRIVATE DRIVEWAY STATIONS DATE 12/07/2022 \ INSTALL MONUMENT BOX PER DETAIL 170, APPROVED KCSSHEET SHEET D2.02. I LOT# DELTA STATIONWIDTH CONCRETE SIDEWALK 1 _D2.01 CONCRETE CURB AND GUTTER \ CONSTRUCT RESIDENTIAL DRIVEWAY PER 84 13+74.49, 14.00' LT 16.00 PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. DETAIL 141, SHEET D2.01. SEE TABLE 85 13+45.51, 14.00' LT 16.00 THIS SHEET FOR DRIVEWAY - INFORMATION. 86 12+95.51, 14.00' LT 16.00 LOCAL RESIDENTIAL - SKINNY STREET B PARKING ON BOTH SIDES 87 12+35.51, 14.00' LT 16.00 N.T.S. (STA: 10+00.00 - 15+30.36) - 88 11+85.51, 14.00' LT 16.00 89 11+35.51, 14.00' LT 16.00 L 90 10+75.51, 14.00' LT 16.00 °L-,° TeVt.c.i.ce, - 77 10+75.51, 14.00' RT 16.00 • �� 78 11+35.51, 16.00' RT 16.00 M W N _ N - 79 11+85.51, 16.00' RT 16.00 IàiIcrI\i1orriscn®•80 12+35.51, 14.00' RT 16.00 81 12+95.51, 14.00' RT 16.00 0 N _ • . 82 13+45.51, 14.00' RT 16.00 SOUTH RIVER w 360 360 - . = I 83 13+74.49, 14.00' RT 16.00 Ln I E TERRACE o5- o " z I 350 ce a PVI STA: 17+40.27 350 N = z M M Ln PVI ELEV: 327.81I PHASE a o � � M K: 20.00 z � cocoM _ LVC: 147.59 _ I w _ O W 'I 'I > o 00 N- 000 cTo340 Z < < J � N• - - - - � DPROFF , 64450PE _ v, v, w - M M 1 340 �4GINEF,� Ln - w - w Ln N PVI STA: 15+68.3CI _ z _ _ _ _ _ o w w m m PVI ELEV: 311.68 '� OREGON . - M N. K: 13.40 I g FFG q4, 20C) OQ o LVC: 98.89 % 9 , 7, 330 r \ _ z W - LOW PT STA: 10+57.97 - 330 �L' �61' M 2.� - - ` M •I o`Oo 0u LOW PT ELEV: 305.07 • SC HW P `ii) N 'O > PVI STA:10+51.53 z �;, I RENEWS: JUNE 30, 2024 "' ; ; r' PVIELEV:304.93 Ov z - N PVI STA = 18+82.56 CA > •. j oz o K:13.40 - 320 SW RUBICON = ELEV = 330.65 u w I > m 0 .co a; LVC:40.73 w N + o o `� ~� z o o Mo * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. LAN E �_ 938 \ \ I z J 1 II ii o GENERAL CONTRACTOR TO POUR FULL HEIGHT CURBS. E - M w O ,- M • I �� STREET PLAN _ to N W - V, II �I PVI STA = 14+25.00 '+ C a a w OLLj � w ? v~ii~i, w 121 ELEV = 308.81 � � fit. PROFILE 310 _ _ � W 310 a) FINISH GRADE @- 2.00 `?00% - w m FUTURE STREET CENTERLINE __ 1.04% - _ _ DEVELOPMENT EXISTING GROUND @ - �� a STREET CENTERLINE I _ - -" - I� I "' 300 - (e) - _ _ _ _ - - ` 300 PROJECT NO.: 395-103 0 - - - - - - - STA.= TYPE: CONSTRUCTION ELEV = 305.68 1 ; PROPOSED WATERLINE REVIEWED BY: KCS 0 0 M 0 290 I 290 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SCALE 207 M 50 0 25 50 a SW RUBICON LANE - PROFILE m m m�� 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' ! STREET NOTES: - j If - o (., O INSTALL STANDARD ADA ACCESSIBLE • _„" IUIU1 1 1U o RAMP PER DETAIL 1, SHEET D2.03. ¶ 411 ' 0IIIIII�J[ r en ( INSTALL MONUMENT BOX PER DETAIL 170, =I,11, F Iii \ v-, L SHEET D2.02. 11111 E ' ,,.,,1111 �`�., IN l AkViit' �� I \ - - - - - O CONSTRUCT 3' ASPHALT BENCH AT END I - 31;;'�II] 4� \TA I IOF STREET IMPROVEMENTS. U• UI __' ■ - , X111 ' ��`� ) 9%,\ I I I I 1 dlitr- 105 �_ f_I= Li \ i��..ot �f -. 1 4 SAWCUT MIN. OF 1-FOOT INSIDE SOUND = �� t 1 1''_� EXISTING ASPHALT CONCRETE PAVEMENT �� 52 53 54 55 56 57 6.00' /� ! 72 73 74 75 76 CONNECT TO EXISTING PUE, TYP. ; �/�' Irrk� I I I I1 ii$_ AND REMOVE. SEE PROFILE FORnlr % 8" WATER LINE TYP. ; i I, c; is%% PUE,TYP. YP 6.00' JRSL N II STATIONING. 11,�� Si 6.00' PUE,TYP. 7 O IP. is+sL . gIØ- --PU E,TYP. © 0 0 104 7 CONSTRUCT RESIDENTIAL DRIVEWAY PER _ _ ) III is l _ - __ _ _ _ - II 1 O DETAIL 141, SHEET D2.01. SEE TABLE KEY MAP ire � /�� i� ,j` ii �, ��.��` ,< t 1 I �- ® -a •�C.\\ �i�� .] • _ ' �15�U M �U� ��\I�9►21��,..� �R�,C . ; \.� �. ‘thatIMI fs '� I�••7 ----- 1- 11'- A -=!_:1- - A\�0�'>\iMT�I 1 �� © DRIVEWAY NMT �Z=Ig A IMIZEI�m• - -_ N;,;�1� _1itio�1 _ I- - \\;` - ,>il�i_- i©. -i., r� INFORMATION -- ;\72/MK-- ; sa■ :J STREET NOTES: B RIVER TERRACE BLVD SEE SHEET 201 O INSTALL STANDARD ADA ACCESSIBLE ■ IN■11 ii IIIIRAMP PER DETAIL 1, SHEET D2.03. 111c,MIME IrI1FY02 INSTALLMONUMENT BOX PER DETAIL 170 • - 1111 Li eI , � I SHEET D2iA• .02. �P1111 �L iM TRACT Q 6 CONSTRUCT COMMERCIAL DRIVEWAY PER I ,'1111 .....,..- Lo111 LE �� I 0 e_11111111 ■!P 0 DETAIL 143, SHEET D2.01. SEE TABLE ��_��j �� '*, :, i, ��,; r ;, 94 TYP. 93 92 91 N THIS SHEET FOR DRIVEWAY � , i .p V I, � INFORMATION. =I= --� ail- .�� 0 b.00 LL1 �► I 3.00' 2.00'PRIVATE 0 PUE,T .1Ilt w O7 CONSTRUCT RESIDENTIAL DRIVEWAY PER \. `� `, 1 „■ -�� UTILITY EASMENT i" ,:p4,,44 � �� \ PUE, TYP. �� :.�� Z Z DETAIL 141, SHEET T IS SHEET FOR DRIVEWAY 2.01. SEE TABLE �1�� 4 � „` t i — _ INFORMATION. U/ KEY MAP mKr 1 \ t � \ 10 00 — ss� lO�;��,i�i 10111► •� '.-•'‘)''''.--,� W O8 CONSTRUCT RESIDENTIAL CURB-TIGHT •i I — —TRACT R = ,;�� 1� � A • ��®� p. �) DRIVEWAY PER DETAIL 142, SHEET D2.02. \' O� _ �o:��q SW CHETCO COURT �'� SEE TABLE THIS SHEET FOR DRIVEWAY \�- - �� ♦ ; GENERAL NOTES: I , s�`� �� / / INFORMATION. .. � �:,\, ��j;:��,�\ TRACT S — fitay�� ,,�� 1. CONSTRUCT SW YARRA LANE PER ♦9._ - \� _ — 7 �� 13 CONSTRUCT STANDARD CURB AT END OF TYPICAL STREET SECTION G2, THIS � `� ��I�, w, \� — — - ? O ��/ /� O DRIVE PER DETAIL 125, SHEET D2.01. SHEET. CONSTRUCT SW CHETCO f_ PACIFIC COMMUN DESIGN °� _I , � SOP!','/• . / COURT PER TYPICAL STREET SECTION 12564 SW Main Street Tigard, OR f" \\\ • ( G5, THIS SHEET. g 223 • • N��ii �* ki��% ' �� / / PRIVATE DRIVEWAY STATIONS 2. REFER TO CR SHEETS FOR CURB [T] 503-941 9484 t: _ ,� _ LOT# DELTA STATION WIDTH RETURN INFORMATION. RIVER TERRACE BLVD PERTH ROAD 91 11+05.96, 14.50' LT 16.00 3. DRY UTILITY CROSSINGS SHALL BE 1ST SUBMITTAL: 01/04/2022 SEE SHEET 202 SEE SHEET 205 92 10+64.70, 14.50' LT 16.00 PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF REVISIONS 93 10+14.87, 14.50' RT 16.00 CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE NO. DATE DESCRIPTION SW CHETCO COURT - PLAN 94 10+00.00, 0.0' RT 16.00 SPECIFIED BY THE PRIVATE UTILITY SCALE: 1" = 50' TRACT R 11+12.61, 0.0' RT 28.00 CARRIES. CONTRACTOR SHALL COORDINATE. * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. 4. TRACTS 0 AND U AND PRIVATE ALLEY GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOA. LEGEND: AS-BUILT DATE 12/07/2022 PROPERTY PROPERTY . SIDEWALK BUILT BY DEVELOPMENT APPR KC8 LINE 35.5'TRACT LINE k\\\\\\ SIDEWALK BUILT BY HOME BUILDER 3' i 28' PAVEMENT i – PUE 5' 8' 12' 8' SW PARKING TRAVEL PARKING i ' I E14-2 f0.5' q — —1.0' 0.5' - TC = CL+ 0.07' TC = CL+ 0.07' --- X0.5' 5.1 MAX• I i 2.50% 2.50% �' M N �� N CONCRETE SIDEWALK 1 CONCRETE CURB AND GUTTER -�, PER DETAIL 120, SHEET D2.01. D2.01 f, PER DETAIL 126, SHEET D2.01. PRIVATE STREET cveA, ievtace SIDEWALK ONE SIDE Ln NG BOTH SIDES iL N.T.S. TaylorMorrison. LU _ (STA: 10+00.00 - 11+12.61) SW CHETCO COURT IA 3 on I ci SOUTH RIVER 0 in NI TERRACE 0 L.) I– w PHASE 2 L.) 0 z a Lu Z 320 320 rp PROFF,>- u INFF�/ I 450PE M 310 • 310 ��G�9OREGON RECO oo� oQs o i 9, 2 M o = C• KO SCHW n = w RENEWS: JUNE 30, 2024 v v a N 300 • z1- � N • 300 0Nu-; VI a 1- co Lri 76 PVI STA = 10+00.00 w ,- + CO SW CHETCO COURT ELEV = 289.71 w II , II z z ~ ~ J PVT. STREET PLAN u 3.86 290 • W 290 v, PROFILE ____ _ - N FINISH GRADE @ a 280 STREET CENTERLINE PVI STA = 11+12.61 280 o ELEV = 285.37 PROJECT NO.: 395-103 v, EXISTING GROUND @ On STREET CENTERLINE TYPE: CONSTRUCTION (Ii) REVIEWED BY: KCS L g 270 270 9+7510+00 11 +00 12+00 SCALE 21 5 0, M 50 0 25 50 SW CHETCO COURT - PROFILE Q Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET PRIVATE DRIVEWAY STATIONS PROPERTY LOT# DELTA STATION WIDTH STREET NOTES: Gliii PROPERTY LINE PROPERTY PROPERTY LINE 35'TRACT LINE 118 12.95.24, 12.00' LT 16.00 .., AlI, LINE 35'TRACT O INSTALL STANDARD ADA ACCESSIBLE III Min 6' , 24' PAVEMENT I 6' E PUE ' r PUE 6' PUE 1 24' PAVEMENT 6' 117 12+64.24, 12.00' LT 16.00 RAMP PER DETAIL 1, SHEET D2.03. 0111111 0111111, 5' 12' 12' 5' 5'I 3' 12' 12' 5' PUE 116 12+34.24, 12.00' LT 16.00 O INSTALL MONUMENT BOX PER DETAIL 170, • _I„", A",1", • SW TRAVEL TRAVEL SW , I,,," mmHg i SW PLAN- TRAVEL TRAVEL SW i SHEET D2.02. mT 0.5.---1 - TBC0.5' i 115 12+00.24, 12.00' LT 16.00 •_ I L-� =CL+0.12 I TBC= CL+ 0.65 0'5 CONSTRUCT COMMERCIAL DRIVEWAY PER 5.1 015:11\1\1\)(. TBC=CL+0.12 I TBC= CL+ 0.65 114 11+68.24, 12.00' LT 16.00 O I MAX. ' 2� 50/0 5.1 I�jgx --0.5' 2 5p% 0 5'y 5 1 MAX DETAIL 143, SHEET D2.01. SEE TABLEL - -1 I /ig,J��1�- �� NFTHIS SHEET O OR DRIVEWAY = =I= _ ,�� 113 11+38.24, 12.00' LT 16.00 I - CJTEWALK l 6" THICK. D2101 CONCRETE SIDEWALK 112 11+06.24, 12.00' LT 16.00 �,�,,, - ��/ 6" THICK. O7 CONSTRUCT RESIDENTIAL DRIVEWAY PER „ . . . .,, • .� CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER 111 10.72.24, 12.00' RT 16.00 DETAIL 141, SHEET D2.01. SEE TABLE 11,��` �..;� ON. PER DETAIL 126, SHEET D2.01. PER DETAIL 126, SHEET D2.01. 110 10+39.24, 12.00' RT 16.00 THIS SHEET FOR DRIVEWAY `', 0:'**� PRIVATE STREET PRIVATE STREET _ INFORMATION. KEY MA- SIDEWALK 181) SIDEWALK BOTH SIDES G4 SIDEWALK BOTH SIDES 123 11+92.63, 12.00' RT 16.00 NO PARKING NO PARKING 122 12+05.63, 12.00' RT 16.00 N.T.S. (STA: 10+00.00 - 10+14.40) SW NOOSA COURT N.T.S. 121 12+39.63, 12.00' RT 16.00 GENERAL N TE (STA: 10+14.40 -11+48.08) SW NOOSA COURT LEGEND: 1. CONSTRUCT SW NOOSA COURT PER 120 12+69.63, 12.00' RT 16.00 TYPICAL STREET SECTION G3, G4 Et 1:74411.'fill11:1 • :° . SIDEWALK BUILT BY DEVELOPMENT G5, THIS SHEET. PACIF,°'� 4^+raA °°' 1E°m' �,- . N 119 13+00.58, 12.00' RT 16.00 \\\\ SIDEWALK BUILT BY HOME BUILDER 2. REFER TO CR SHEETS FOR CURB 12564 SW Main Street Tigard, OR TRACT Y 13+46.65, 0.00' RT 24.00 RETURN INFORMATION. 97223 [T] 503-941-9484 * DRIVEWAY DROPS TO BE CUT IN BY HOME BUILDERS. 3. DRY UTILITY CROSSINGS SHALL BE RIVER TERRACE BLVD GENERAL CONTRACTOR TO POUR FULL-HEIGHT CURBS. PLACED PRIOR TO PROOF ROLL TEST SEE SHEET 202 FOR CURB. THE NUMBER OF 1ST SUBMITTAL: 01/04/2022 CROSSINGS, EXACT LOCATIONS, _ . ' ' \ DEPTH, CONDUIT TYPE, ETC. SHALL BE == �s� \ SPECIFIED BY THE PRIVATE UTILITY REVISIONS �� \ �\ \ PROPERTY CARRIES. CONTRACTOR SHALL NO. DATE DESCRIPTION v •:' \.- __ _ _ - PROPERTY LINE COORDINATE. - LINE 35'TRACT \ 4. TRACTS CC AND BB TO BE PRIVATELY \ • 6' PUE , 24' PAVEMENT 6' PUE OWNED AND MAINTAINED BY THE HOA. \iii► \ 1 \-Ap 5' 3' 12' 12' 3' 5' < di .;\ TRACT X SW, PLAN- TRAVEL TRAVEL PLAN W i I \ 1 i \ TBC= CL+0.12 I TBC = CL+0.65 110 111 112 113 114 115 116 117 \ A 5:1 0.5' 0 0.5'- i 1 MO(' IR ._l *\ MAX. 2.50/0 5 N TYP. 118 \ ;.�� , n �- � 0 6.00' , vI� �; -- 1 -- - I\S-BUILT PUE, TYP. 0 -- CONCRETE SIDEWALK DATE12/07/2022 ® L- D2.01 6" THICK. mss _ - - - - - - .. -- - - - .. --.. � - - ," --- CONCRETE CURB AND GUTTER- APPROVED KC8 1 ""IMI'-- iI____� Fir -- LI__ ii_ - 7i---, ' _ SD SD .� •• •D �r�s••11 01 4+63 PER DETAIL 126, SHEET D2.01. O Vial /ice ilii� �ilii �aiii _.u.ii� �iiiii_� ____ - O 'I, '1�I SW OOSA COURT• TRACT Y ��1 ��oPRIVATE STREET -■ __ J SIDEWALK BOTH SIDES OWN' NO PARKING • O 6.00' �m I , N.T.S. TRACT Z : _ TYP. PUE,TVP. : _rW (STA: 11+48.08 - 13+46.65) SW NOOSA COURT SEE FIRE • ! CI L-4 TURNAROUND 123 122 121 120 119 ,�' rill.-LCjil PAVEMENT f I\it SECTION ON / , 1 D2.01. / 1 / i O a �, // « i • �N QUVA,/ ro� ielMate, N / / II/ ,n( ' `. TaylorMorrison. RIVER TERRACE BLVD SEE SHEET 203 N SW NOOSA COURT AVENUE - PLAN SOUTH RIVER IL LU SCALE: 1" = 50' N N / �, TERRACE o v , � o 320 a 320 ' 0 Ce /� PHASE 2 N a N „.., A ' v O w O _ ~ o I � � ' '� �` PR�F�Si z310 0 0 0 ,� 310A., ~ 64450PE� N w `I TS = 304.00' �/ ,/ 0 Kt 6(4/417L-- OREGON ` z Nc-7, ccL.Li '� I u n o z a a BS = 296.42' GB = 304.02' �� `y o� Q PVI STA = 13+46.65_ _ v, v) w 1.00', TYP. K G, ti 9 ZO �O 0 300 _ ELEV= 296.32 300 GB = 296.08' GB = 296.40' , �� SW = 304.25' \12.42' • SCHWIII .. + 9% 1 RENEWS: JUNE 30, 2024 a - •7• / a • , _ ��I 5.00' t°°1 : 2.0% Q 2.0% / A 290 �' 290 / ili SW = 304.38' SW NOOSA 6,% 1 / 4.0% COURT .E 6 0 --- - / 10.00' PVT. STREET PLAN N - 5.00' i o PVI STA = 10+00.00 - u ELEV = 275.32 PROPOSED 8"WATERLINE GB = 296.16' GB = 304.02' t Ala til 280 -co � � � - 280 GB = 296.40'- / TS = 304.00' / Et PROFILE N BS = 296.42'- / / Q '_ +., --A / _ -12 STEPS / ` FINISH GRADE ® /' a STREET CENTERLINE 1,1*/ /0 270 --- 270 / / . IC) PROJECT NO.: 395-1 03 on CL EXISTING GROUND @ / dil TYPE: CONSTRUCTION STREET CENTERLINE /' �/ ` \ REVIEWED BY: KCS L 0' rn 260 260 SOUTH STAIRWELL - PLAN 9+7510+00 11 +00 12+00 13+00 14+00 15+00 SCALE: 1" = 5' SCALE 2 1 6 cr M 50 0 25 50 Q SW NOOSA COURT - PROFILE ---�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET STREET NOTES: . , 0 CONSTRUCT COMMERCIAL DRIVEWAY PER • DETAIL 143, SHEET D2.01. SEE TABLE OMNI 01111111 f• THIS SHEET FOR DRIVEWAY • INFORMATION. 111111 ; E' L -L_{' L''LE.-,L.'imam4.4-.11494111-1:-.Z.11' P _,, I , I I3 I li.w LLL L• L coLLSII m rowpoimm----in--_....- .- m PRIVATE DRIVEWAY STATIONS N II - •�� s� L'-LL _ L LL _ _r - V L_LLLLL�LLLL�L LLLL A :. �I Q LLLLL L LLLL ►� 0`, LOT# DELTA STATION WIDTH C /♦♦�� ,�' LLLLL, it LLLLLL LLL/ 'EMU M -�-��mmk �I , O o • • al;�� ' . SS �. TRACT U 6+03.49, 2.50' RT 24.00 M .� - �F#,, ' if ( t ---- 14110-____:"11110plimmb.4,71X4 ,s-•\k'ir*,, \ ki,,0%97. ',- . 144% (Y as I \ , �J �' * y v �y Lil W I �� ' I �:�►Via:► ' rail KEY MAP 0.. W II r I I 95 96 97 \.�\ "`� �� . PROPERTY PROPERTY (f I 98 99 \ p• : Q 26'TRACT I TRACT T 100 �4ft_4� , �� 3.00 \ �j,' �, 1 18' PAVEMENT GENERAL NOTES: I PUE,TYP. 101 ` \` 3' 9' 9 5 1. CONSTRUCT ALLEY 2 PER TYPICAL \:\ , f I - - - - - I 6.00'1 � ss,�-6 %\ PUE, TRAVEL TRAVEL WALK , STREET SECTION G7, G8 0 G9, THIS 17,49i) 1 • PUE,TYP. \ �� \ 1.0' SHEET. PACIFIC COMMUNI- ' DESIGN - --- - � . 102 p �� s� - GALLEY 2. I- ss p �, V . -\ \ :;�\ C = CL+ 0.73 5:1 Njq TC = CL+0.2 AX• 12564 SW Main Street Tigard, OR \ ,�' X. 1 M 2. REFER TO CR SHEETS FOR CURB RETURN g ,at � , _ _ as �� 103 hi ' \ 2.50% 5 INFORMATION. 97223 - - -�� - - • `� > 4� • . �� . \ [T] 503-941-9484 \ ` \ ■ \ �, �. `, o ,�� 3. DRY UTILITY CROSSINGS SHALL BE s\\i \ \ \ 104 \ • \\ b ,�� 6 PLACED PRIOR TO PROOF ROLL TEST 3.00' \ •11 , � ®' D2.01 FOR CURB. THE NUMBER OF CROSSINGS, 1ST SUBMITTAL: 01/04/2022 109 108 PUE' TYP' 4f,o'"' EXACT LOCATIONS, DEPTH CONDUIT> 107 *,„,00.' PRIVATE ALLEY TYPE ETC. SHALL BE SPECIFIED BY THEI �;_ k vs�� v 105 / / oG7 REVISIONS , \ o �e NO PARKING PRIVATE UTILITY CARRIES. ce 106 V \ • CONTRACTOR SHALL COORDINATE. NO. DATE DESCRIPTION 7� oo\ 8 �'... `* / ; N.T.S. W t- - - T - - v • •^\' OA // 6 / (STA: 5+18.49 5+92.49) ALLEY 2 • 4. TRACT JJ TO BE PRIVATELY OWNED AND P• MAINTAINED BY THE HOA. '1111111111111114411%1S' * I, 4eN. -. \ TRACT W 0-' I \\- 1 I LEGEND: RIVER TERRACE BLVD SEE SHEET 202 . SIDEWALK BUILT BY DEVELOPMENT PROPERTY PROPERTY ALLEY 2 AVENUE - PLAN LINE TRACT VARIES 26'-29' _ LINE SIDEWALK BUILT BY HOME BUILDER BU I LT AS SCALE: 1" = 50' i 19' PAVEMENT DATE 12/07/2022 3' 10' 9' 2' 5' 1.5' I APPROVED KC8 PUE, TRAVEL TRAVEL WALK i -i 0.5' q y I VARIES F-1.0' 3.0' 5:i MAX TBC = CL+ 0.471 TC = CL+0.2 ;' 1.5' I2.50% f WALL[ 6 - TYPE A MOUNTABLE CURB D2.01 PER DETAIL 3 ON SHEET D2.03 PRIVATE ALLEY G8 NO PARKING z � 330 330 N.T.S. N (STA: 4+38.68 - 5+18.49) ALLEY 2 :avt. iehltace M N p. 0. 320 320 TaylorMorrison. Ci LOW PT STA: 4+51.95 `' o PROPERTY ROPERTY LOW PT ELEV: 292.54 iiLINE 26'TRACT LINE N PVI STA:4+84.85 N > PVI ELEV:294.03 w 3' I 20' PAVEMENT I 3' SOUTH RIVER IL w 310 K:20.00 310 PUEli 10' 10' 5' PUE = LVC:65.80 `" IPS-o. , TRAVEL TRAVEL WALK i in `n TERRACE LOW PT STA: 1+66.12 7 y f0.5' 0.5'� ,n N • 1 TBC = CL +0.47ITBC = CL+ 0.00 h o LOW PT ELEV: 280.90 0,• ,NI- t, iii 5: MqX 1 1 5.\ NIA)(• 0 PVI STA:1+89.76 • qWo 2.50%y 300 PVI ELEV:280.75 N > '� 300 �� CL N K:12.00 w PHASE 2 = LVC:60.72 , j > 6 '� ••••- on - - , - TYPE A MOUNTABLE CURB TYPE B MOUNTABLE CURB D2.01 N N FINISH GRADE C - - - - PER DETAIL 3 ON SHEET D2.03 PER DETAIL 3 ON SHEET D2.03 J 290v rn o STREET CENTERLINE � ' 290G9 PRIVATE ALLEY ��,� PROFF i END OF N `~ pqo ' NO PARKING F�' IL + CV 6J. "' ALLE 4'S - 64450PE w CA u v > N.T.S. °rN° m I _ (STA: 1+25.00 - 4+38.68) ALLEY 2 ~° w� - 0 0.56%� � ,9�REG foo^ o(k M 280 I 280 e• Sc 101 PRS _PVI STA= 1+25.50 EXISTING GROUND @RENEWS: JUNE 30, 2024 o ELEV = 281.11 , STREET CENTERLINE N Q / N - ALLEY 2 270 270 E 0+75 1 +00 2+00 3+00 4+00 5+00 6+00 6+25 STREET PLAN ALLEY 2 - PROFILE at PROFILE Y HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' a) a) N N Q o PROJECT NO.: 395-103 cn on TYPE: CONSTRUCTION 11Z) REVIEWED BY: KCS L Os 0 0 L'nSCALE 21 8 os M 50 0 25 50 o 2 Z 1 INCH = 50 FEET STREET NOTES: e 0 CONSTRUCT COMMERCIAL DRIVEWAY PER AI 11111 ill DETAIL 143, SHEET D2.01. SEE TABLE 4111111 c,Mini I,i THIS SHEET FOR DRIVEWAY INFORMATION. =I;;;;; . s= O l � rI. _ I �3 I LE PRIVATE DRIVEWAY STATIONS 4/ \ t LOT# DELTA STATION WIDTH EIE /, �4 (/J�/� / , �_ ' �� TRACT BB 1+00.00, 0.00' LT 20.00 i_ o � . • ti 1111 ` r s �lc) Isi -It - --- ----L - �_� 1 � KEY P% Al So ft �i ` ' o, �� 5\ _'.�_- • O i? � ��\� •/ �Ots PROPERTY PROPERTY 111 1°1 / i��` . i �` �'`� �' �- �- . A 26'TRACT GENERAL NOTES: co / ��®�S� \�� SW PERTH ROAD -"'��! �yr i 18' PAVEMENT / /O �e�s`i 0►,��.='�,�,�� i�— �I♦��lWOO, 1 1. CONSTRUCT ALLEY 3 PER TYPICAL // (,1/ / / qr��::p � ;�a= � ��gl�� 3' 9' 9' 5' STREET SECTION G7 0 G8, THIS SHEET. 1:7,..............€0 ENFAIMI/1 +�r PUE, TRAVEL TRAVEL WALK 2. REFER TO CR SHEETS FOR CURB PACIFIC COMMUNI DESIGN / 124 —— — 1 01 0' RETURN INFORMATION. 12564 SW Main Street Tigard, OR / 5:1MgX C = CL +0.731 TC = CL+ 0.2..' IMAX 97223 / 125 6.00' / PUE, TYP. _y 3. DRY UTILITY CROSSINGS SHALL BE [T] 503-941-9484 ' 2.50%126 \ kO0�k1A U -�� PLACED PRIOR TO PROOF ROLL TEST / 127 132 FOR CURB. THE NUMBER OF 128 129 130 131 6 CROSSINGS, EXACT LOCATIONS, 1ST SUBMITTAL: 01/04/2022 •• DEPTH, CONDUIT TYPE, ETC. SHALL BE 3.00' D2.01 PUE,TYP. SPECIFIED BY THE PRIVATE UTILITYTR REVISIONS ACT CCS _ �;, se PRIVATE ALLEY CARRIES. CONTRACTOR SHALL i / - - - - - - - COORDINATE. NO. DATE DESCRIPTION TRACT BB �_ -•. - �� NO PARKING �� ALLEY 3 �� N.T.S. (STA: 1+00.00 - 2+19.77) ALLEY 3 4. TRACT GG TO BE PRIVATELY OWNED (STA: 6+02.18 - 6+89.55) ALLEY 3 AND MAINTAINED BY THE HOA. TRACT AA PROPERTY PROPERTY LINE nLEGEND: TRACT VARIES 26'-29' 1 19' PAVEMENT SIDEWALK BUILT BY DEVELOPMENT 3' 10' 9' 2' 5' 1.5' AS-BUILT \\\\ SIDEWALK BUILT BY HOME BUILDER PUE1 TRAVEL TRAVEL WALK i ALLEY 3 AVENUE - PLAN ---, 05' q y VARIES - DATE 12/07/2022 1.0'-3.0' SCALE: 1" = 50' Sri TBC = CL+ 0.47I TC = CL+ 0.2..' 1.5' APPROVED KC8 ' 2.50% II 1 \ WALIl TYPE A MOUNTABLE CURB 6 - D2.01 PER DETAIL 3 ON SHEET D2.03 G8 PRIVATE ALLEY NO PARKING 7__ N.T.S. L (STA: 2+19.77 - 6+02.18) ALLEY 3 a N thet, ievi.ace, t v M N TaylorMorrison. N a. 7, IL SOUTH RIVER w w v, 3 TERRACE 0 300 300 0 PHASE 2 Ni = d Lu PVI STA:1+81.96 290 PVI ELEV:254.14 290 rpPROFa F K:8.00 ‘, G I NE-4-* N LVC:32.00 45 PE H Wit LC1 Ln I� M M N PVI STA:6+00.00 , 9, LOU PVI ELEV:261.50 LOU ��'t' ti 2G�,�� M v' u `^ u K:37.99 C SCHW PRS m °>° w UJ LVC:50.00 RENEWS: JUNE 30, 2024 - PVI STA:2+19.77 0 os 0 N PVI ELEV:252.25 o N N = 270 K:5.00 ,� •N N 270 ALLEY 3 a LVC:37.17 w w 76 PVI STA = 1+03.00 � u � u [ELEV = 261.52 ~''� I m m w > STREET PLAN E 3.75% VI 1 Et PROFILE N M N FINISH RADE C — — o `.. w `� cd STREET CENTERLINE 260 "' � _ _ _ = 260 v 900* > m > W _ _ - v ° °O L`' 2.43% . - - PVI STA = 6+:8.55 N _ — I ELEV = 2.4.82 _... _ _ — — — EXIST! G GROUND ® a 250 STREE CENTERLINE 250 o PROJECT NO.: 395-103 N T I Of) - TYPE: CONSTRUCTION 61) REVIEWED BY: KCS 0 os o 240 240 0+751 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 Ln a` SCALE 21 9 M 50 0 25 50 •Q ALLEY 3 - PROFILE m�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET .. i I I H I I 1 2.5% 2.5% B ‘411(1-isma EN TC 314.56 �- -i TC-314.56I CURB RETURN TABLE �" CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION rullil IIIIIIME \__STA=15+06.70�" Cl 39.27' 25.00' 90°00'00" 35.36' N45°26'59"W 29+88.20, 16.00'L(EVERTON) 14+56.70, 14.00'R(165TH S) •+ ELEV=314.49 i is MIC (11111 C2 39.27' 25.00' 900000" 35.36' S443301V/ 14+56.70, 14.00'L(165TH S) 29+10.20, 16.00'L(EVERTON)C3 39.27' 25.00' 900000" 35.36' S452659E 29+10.20, 16.00'R(EVERTON) 13+74.70, 14.00'L(165TH S) 13+74.70, 14.00'R(165TH S 29+88.20, 16.00'R EVERTON H C4 39.27 25.00' 90°00'00" 35.36' N44°33'01"E ) (EVERTON) - ,1�1 H oQM. __ __ _ =, _ 4. H I 1„,,oli,„,1I 11 ,A, IH1 �N �� 11 110 2.5% I 0.0% KEY MAP I TC-315.52 �- TC 315.84 STA=14+81.70 ELEV=315.45 I I I 1:7....00"41i11111) I I PAC'FIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 N M [T] 503-941-9484 I SW 316.08 I STA=14+56.70 I SW 316.71 SW 316.12 GUT 315.67 ELEV=316.10 I ' SW 316.78 1ST SUBMITTAL: 01/04/2022 0.8° 2.5% 2.5% 1.4% I f C 316.17- ~- +--- PT 316.8 ~ I -1- \ 1 7.5% I 7.5% -1-171. 1 REVISIONS / h° -� �'�^ GUT 316.30 So SW 316.83 '� 1 SW 316.20 N• 7.5% 7.4% 111\wp-~ - 1.0% NO. DATE DESCRIPTION / 0.8/ GUT 316.36f- -1---T-T-11-11-11- 1 / -11---101-1-1: // / -� 1 GUT 315.75 t \ A \ \\�_- - - - j i �� / 7 SW 316.10 , /4 '37 SW 316.16 L�.I SW 316.78 1�` ;: , SW 317.49 I -- SW 316.02 / \ / 6Z8Z3SW 317.54 - - - - - - - - - - - - - - / >Q °, ^, h\ �° tic) 2 ;\^• � 4° o0 �o SW 317.50 ), I o NK\' ,-, 1.2% SW 316.06 q� ^ ^ ( o WAIN& rn SW 315.98 "• v iyQ/ C1 in 0, AS-BUILT M GUT 315.57 L� 1 C2 N �� M I . % __________ DATE 12/007/2022 2.3% o�� ri SW 317.44 a 4.1% K� 7 APPROVED M GUT 315.65 I GUT 317.39 GUT 317.47 STA=29+10.20 N ELEV=317.00 ELEV=316.05 ___L_ 29+00 SW EVERTON STREET 30+00 - - _ STA=29+88.20 __ ELEV=317.95 NN STA=29+93.45 ELEV=318.06 Itlijia N. GUT 315.65 • N I GUT 317.47 GUT 315.57 c Li-) R:CIVI, a GUT 317.39 3.4% M O n eo !mile NI TeAACApee M- - ^I 0 �, 5�° M M 1.5% C3 + Li F u / \ 7SW 315.98 ^p�, �e1 C4 j t. t� TaylorMorrison. Li_ f ^ SW 316.06 ,,b �� 1.2% 1 SW 317.48 SW 317.14 _ -- f o - 0. SOUTH RIVER w ! °� �° +.0% I - - - - I_U - - - - - - - - °\ L = - - - - - .5'0 N °1° SW 317.05 -- n SW 316.02 \ 3�6 yS SW 316.78 7j4 SW 317.54 _ _ -- 6 SW 316.10 \° 3�� SW 316.16 3 '37��4 - - - - TERRACE p - ` I 3GUT 316.38 ,/_ f- / / O -� ' GUT 315.75 7.2% a SW 316.20 7.5% 4 1 7 SW 316.83 cNi I I 7.5%PT -316.17 2.5% 2.5% PC . 316.:1I PHASE 2 Z 0.8°. f- �- SW 316.78 SW 316.12 GUT 315.67 GUT 316.30 I SW 316.71 I- SW 316.08 I co L.LiSTA=13+74.70 PRO, m N ELEV=316.10 M ��,�G I NEFE � = I V I I 64450PE ( X t W -- o I (NG lit y' 9 2�p CoQ � v ^ Z ti • ti ni c SC HW P,0 I RENEWS: JUNE 30, 2024 Q 1;11 N - = TC-315.52 - .12.5% 0.0%_ TC 315.84 CURB a 7I +.� STA=13+49.70 RETURNS EI ELEV=315.45 I N I m V N . tI 0 I v, I I N I N Q STA=13+24.70 Lt-) / ELEV=314.49 PROJECT NO.: 395-103 c I I d I TC •314.56 - 2.5% 314.56 I �- 2.5% TYPE: CONSTRUCTION I REVIEWED BY: KCS (ii) Os I � I I I M C R 1 O SCALE M CURB RETURN - SW 165TH AVE & SW EVERTON STREET 10 0 5 10 a SCALE: 1" = 10' ---�� Z 1 INCH = 10 FEET ruIhI 111--(ai raCURB RETURN TABLEI1111L1IIIIII illCURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 111111 1111111C5 10.49' 15.00' 4005'06" 10.28' N193534"E 58+03.09, 22.48'L(RIVER TERRACE(N)) 57+93.43, 26.00'L(RIVER TERRACE (N)) , çit I `_ C6 15.86' 15.00' 60°34'47" 15.13' N09°20'44"E 58+18.02, 19.91'L(RIVER TERRACE(N)) 58+03.09, 22.48'L(RIVER TERRACE(N)) =II - 4111 C7 36.38' 30.00' 69°28'49" 34.19' N55°41'04"W 25+37.19, 16.00'L(EVERTON) 58+18.02, 19.91'L(RIVER TERRACE(N)) _C8 36.39' 30.00' 69°30'20" 34.20' N54°47'51"E 25+37.21, 16.00'R(EVERTON) 58+88.99, 19.90'L(RIVER TERRACE (N)) Er , I_ - , C9 15.86' 15.00' 60°34'47" 15.13' N10°14'42"W 58+88.99, 19.90'L(RIVER TERRACE(N)) 59+03.90, 22.48'L(RIVER TERRACE (N)) 11111, ` ,� C10 10.49' 15.00' 40°05'06" 10.28' N20°29'32"W 59+03.90, 22.48'L(RIVER TERRACE(N)) 59+13.56, 26.00'L(RIVER TERRACE(N)) 11,�``` ,````' C11 10.49' 15.00' 40°05'06" 10.28' S19°35'34"W 59+01.90, 22.48'R(RIVER TERRACE(N)) 59+11.56, 26.00'R(RIVER TERRACE(N)) C12 15.86' 15.00' 60°34'47" 15.13' S09°20'44"W 58+86.99, 19.90'R(RIVER TERRACE(N)) 59+01.90, 22.48'R(RIVER TERRACE(N)) KEY MAP C13 36.39' 30.00' 69°30'20" 34.20' S55°41'49"E 24+41.20, 14.00'R(EVERTON) 58+86.99, 19.90'R(RIVER TERRACE(N)) C14 36.39' 30.00' 69°30'20" 34.20' S54°47'51"W 24+41.20, 14.00'L(EVERTON) 58+20.00, 19.90'R(RIVER TERRACE(N)) C15 15.86' 15.00' 60°34'47" 15.13' S10°14'42"E 58+20.00, 19.90'R(RIVER TERRACE(N)) 58+05.09, 22.48'R(RIVER TERRACE(N)) C16 10.49' 15.00' 40°05'06" 10.28' S20°29'32"E 58+05.09, 22.48'R(RIVER TERRACE(N)) 57+95.43, 26.00'R(RIVER TERRACE(N)) I:r„..„._,41 i oi:1 I I,:1 PAr,FIC COMMUNITv DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 01/04/2022 III 11 I REVISIONS SW 306.94 STA=57+93.43 aOii 18:73 STA=57+95.42 I ELEV=306.42 2.5% NO. DATEDESCRIPTION SW 307.02 ELEV=306.55 -� PT 306.19 f -PC 306.94-- -_400.0:A= - C5 / 1 1/2 [n � -0 3' / 3p6 SZ IN 11 co u' �c I Q SW 307.18 ® C6 SW 307.26 "" SW 308.63 1/2 30 SW 308.07 N. 0 7.35 SW 308.14 30g.45 GUT 306.98 X1.0% /. S -BL.JIL.....'1" 1 SW 307.72 1� 1 2I <Ce I � 7.5 I > \ DAl'� 12/07/2022 SW 308.76 „� GUT 308.02 J _ \ �((�$ 1 �h 4-751.-- GUT 308.25 = �� 3t,b 65 ~ \ SW 308.20 SW 309.84 SW 309.12 0 1 PCC 2.5% m PLL SW 308.13 �1 2% SW 308.30 L SW 309.12 - ° JuJ \ -SW 308.68 _ p8 _ 84 V 1.5% h/ GUT 307.21 S,, SW 308.35 SW 310.03 �� \ STAEV=30 .01 9q , ELEV=308.01 3 ' , .o _ _ - - _ - - - - - - - -SW311.295W310.16 'v �-15.00' S/2 ) 1i1 o �� SW 30S�j > „p`b. SW 308.26 .- 7.5% SW 311.21 SW 310.08 � SW 309.67 �_^ o / `M o SW 308.32 0 0 M M M M No o o 00 o I Ci_ -^�- o c i o 0 0 / o C7 1.5/ U U ) I ‘r,7) 0 I a 1.5% I- 0.6% 1 N - -� 1.5% o I GUT 308.23 �- �- Qc,ve/t,3 8% ` 4 2% ~ N � � GUT 308.15 I I I iehhace r,, 1 -� 1 _ o I I I N I Ill SW 310.02 i -GUT 309.67 1 I I I I I1GUT 309.85 1 1 I TaylorMorrison n , intI 1I 1 1 o I o IiI STA=23+$9.65INI o 1 STA=24+41.21 ELEV=309.67 N 1 STA=25+58.20 N � N 1 I 1 STA=24+32.53 '^ 1 ELEV=310.63 - SW EVERTON STREET I ELEV=308.42 I I 26+00 - _ELEV=312.13 1 STA=24+15.88 I 25+00 I 1 N 24+00 ELEV=311.17 I ELEV=310.80 1I - I - - U � - - - �_ - - ® - I - - - 1 - LSTA=25+6l W 0 I STA=25+$7.21 SOUTH RIVER =23+92.57 I STA=25+37.21 2 ELEV=311.99 STA=24+16.44 I 1 ELEV=308.71 1 ELEV=308.41 I ELEV=308.57 1 ' , 1 ELEV=311.15 g 1 I I I i GUT 310.16 N I N I N I N I -� I v 1 I I TERRACE 1- c!-., GUT 310.28 I I I 3.4%� 3.7%_ o_ o_ o r•, m w GUT 308.96 I o d s cis I0.8% o _ "' - 1.0% co C8 GUT 309.04 5.2% o - --t-i ° M PHASE 2 a H H d 7p0p0 O^ D U U SW 311.15 N� °pQ10oc ^` `' ® I / v ~ Z SW 310.42 ^ ^. �o o SW 309.43 rY g len SW H 4�► SW 310.51 .5% ^ . v, "' PRO, NI �, m SW 311.23 -� 4.6� SW 310.59 :1 �titi �� SW 309.48 (\i-----G I NEF / V �-15.00' SW 310.72 7 ,,, � _ _ ___ - - - - - - - - - - - - 450PE U SW 310.76 \? , ^'\� GUT 310.93 I // "a° ^sr SW 310.68 \�, 3j�SW 310.76 SW 310.34 / SW OREGON ^ �s ri o I SW 311.03 GUT 310.57 / F � /\ SW 309.50 0.5°�� g11•A3 STA=58+91.98 - / ^� SW 309.59 (‘G 74/ 9 rL0��‘0 `�' 1 1 5% 1.0% pRL ELEV=311.56 GUT 310.81 PCC 3'8:, c..41,.../ c�l� SW 309.77 SC MI P� -� , 37 `^. / / / SW 311.09 SW 310.91 `o� � 1.0� �o C9 v� •�.5% 4.5%� I / /^ RENEWS: JUNE 30, 2024 1.0% Q SW 311.06 0.5% i 1/21 GUT 311.01 SW 310.84�SW 310.48 SW / =NI I SW 311.12 3j>.59 ' I 311,49 SW 14if\_sW SW311.09 11Z CURB I ® o I RETURNS E A p. '�c In �� N .17 '��\ 7 7• I H CI �� 8 .0-"\ Ln (--- v 377.95 ® \ 31198 1iti I "� ---N N r/ , \ N I I PT 312.10 2 ® li ""� STA=59+11.56 PC 312.17 - - 1 .....1Q n ELEV=312.33 LtI STA=59+13.56 SW 312.45 PROJECT NO.: 395-103 N I ELEV=312.40 c o o SW 312.35 TYPE: CONSTRUCTION I -IH (i) REVIEWED BY: KCS o I �. M O CURB RETURN - SW RIVER TERRACE BLVD & SW EVERTON STas SCALE C R2M 10 0 5 10 SCALE: 1" = 10' o Q Z 1 INCH = 10 FEET CURB RETURN TABLE ® (a - AI\ CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION • ■ 111111 C23 36.37 30.00' 69°28'11" 34.19' S55°42'53"E 15+08.00, 14.00'L(RUBICON) 61+48.97, 19.91'R(RIVER TERRACE(N)) af!!I1II1111iiI l: C24 15.87' 15.00' 603655" 15.14' S0919'40"W 61+48.97, 19.91'R(RIVERTERRACE(N)) 61+63.89, 22.48'R(RIVERTERRACE(N)) • _C25 10.49' 15.00' 400506" 10.28' S1935'34"W 61+63.89, 22.48'R(RIVER TERRACE(N)) 61+73.55, 26.00'R(RIVER TERRACE(N)) 2NE F'I'II" di C26 10.49' 15.00' 40°05'06" 10.28' N20°29'32"W 61+73.55, 26.00'L(RIVER TERRACE (N)) 61+63.89, 22.48'L(RIVER TERRACE(N)) : .. ..I� IIpo Mimi LE C27 15.87' 15.00' 60°36'55" 15.14' N10°13'38"W 61+63.89, 22.48'L(RIVER TERRACE (N)) 61+48.97, 19.91'L(RIVER TERRACE(N)) -IIulipa� 111 � _ _ VIII - C28 36.37 30.00' 69°28'11" 34.19' N54°48'55"E 61+48.97, 19.91'L(RIVER TERRACE (N)) 14+12.00, 14.00'L(RUBICON) 1 L 1 = -i, -7, , C29 36.55' 31.00' 67°32'59" 34.47 N56°40'30"W 14+11.26, 14.00'R(RUBICON) 60+82.33, 20.09'L(RIVER TERRACE(N)) NEM ��I� m ,��,, C30 16.37' 15.00' 62°32'08" 15.57' N08°22'03"E 60+82.33, 20.09 L(RIVER TERRACE (N)) 60+66.95, 22.48'L(RIVER TERRACE(N)) "1," W"N, �4 C31 10.49' 15.00' 40°05'06" 10.28' N19°35'34"E 60+66.95, 22.48'L(RIVER TERRACE (N)) 60+19.12, 148.01'L(RIVER TERRACE(N)) 11,`�`` ,````�`;`' C32 10.52' 15.03' 40°07'34" 10.31' S20°32'58"E 60+57.29, 26.00'R(RIVER TERRACE(N)) 60+66.97, 22.46'R(RIVER TERRACE(N)) C33 15.79' 15.00' 60°18'15" 15.07' S10°29'50"E 60+66.97, 22.46'R(RIVER TERRACE(N)) 60+81.81, 19.83'R(RIVER TERRACE(N)) KEY MAP C34 36.60' 30.00' 69°53'44" 34.37 S54°36'09"W 60+81.81, 19.83'R(RIVER TERRACE(N)) 15+08.00, 14.00'R(RUBICON) i ..-HI::!............!i::) PAC'FIC COMMUNITY DESIGN t SW 311.78 H 12564 SW Main Street Tigard, OR SW 311.86 H 97223 TC 311.94 TC 311.93 �H [T] 503-941-9484 2.5% 2.5% 1.5% HI PC 311.83 STA=60+55.197 PT i 311.85 311 74 ELEV=312.143/4 )19 311-75 11 1ST SUBMITTAL: 01/04/2022 114 311 65 ® I l�Z / 75 I "� •\1-1-� 311c�� b3//•6$ ,, 0 0 �� ..,,,c,/,4 � ^+ �1 "� REVISIONS SW 310.83 ' SS SW 310.65 NO. DATE DESCRIPTION ' SW 311.36 QC `\ 3g i / , � I 7 SW 311.42 311 310.79 GUT 310.76 3j4 v6 ~ 1.4% 1 A ° :3 30 1.3% 311.36 2.1% 1� eGUT 1.4% 2.1% �,°311.25 ® 1/z ��° SW 310.73 112 I 31121 -� \SW - GUT 310.71 GUT 310.68 2 , 2.9% 2.9% 2 ' 3/4 I 311.1 0.5% SW 310.89 1.0% 311.21 STA=60+76.48 114 ' 1 SW 310.65 SW 310.84 SW 311.31 PCC I ELEV=311.24 SW 310.83 `31p q5 SW 310.61 \ \ SW 311.02 ck ///311.19 1.5- 1' bI PL\ s SW 309.80 L 1 SW 310.96 �� 1. SW 309.74 AS-BUILT SW 311.81 SW 310.93 vci, .3= b\ \ �, 'meg �,.� N - - - DATE 12/017/2022 SW 310.86 SW 310.70 • �j o - - - - - - - - - - K� SW 310.67 SW 310.81 ./77 APPROVED 3\\ \ N� SW 311.73 5'9% r 2 I 5.8% SW 309.74 1 15.00',o it �_ V ,_ �' o .o 'O .r N on_ Ln �N n °9 �� M o SW 309.64 c3; 0 M M M ... \b' :: ® �O N---_ 1.5% v� 0 o 1 1.5% FL----- o F- I- a s It SW 310.81 I GUT 309.18 GUT 309.26 I I I GUT 310.74 GUT 310.56 I i I I I L I c IELEV=309.49 o I g I "' ISTA= STA=13+61.26 a N i STA=15+33.00 N rELEV=310.47 STA=15+08.00 I ELEV13081576 I STA=13+86.26 I �' I SW RUBICON LANE `^ I `V I ELEV=308.41 N � ELEV=308.15 N I ELEV=311.04 I I -i _ I _ - _ �_ _ _ _� _ /_-_____E_ _ _ -� I 14+00 i Qwelt, lemace N I I 15+00 SII i STA=14+11.95 I STA=13+86.95 j STA=13+61.95 c�i I STA=15+17.42 I ELEV=308.67I I ELEV=308.41 - I ELEV=308.15 "'. I ELEV=310.66 - � I Ce Ni I Ni I N I TaylorMorrison� Li_ N � I a I I a I GUT 309.80 I cu W ? I I O M GUT 309.62 SW 308.16 ^ SW 308.24 i� iN _ _ I Io LL-3 Ln N 00 Ip I U O L 000 I M M M M 1.5% Mw I D MillirAIL SOUTH RIVER IL - -LU U U � .�-`^ U ~ SW 308.70 H N �nn:.�°0on., A q• SW 310.89 SW 309.83 p ^>\ W sol on SW 309.67 / SW 308.64 7 �� °� TERRACE 0 ° I SW 309.64 tiq > > / �s 1 7.,'""5,> �� - - - 7.5/ SW 309.83 rn SW 309.22 �O°I' I �v 1 - - - - - - - - - S a N \ 0. .8 ''08 0 LN SW 310.96 ^� to /�� a SW 309.83 N."(v SW 308.85 STA=61+48.55 GUT 307.42 v ° 1�\ SW 308.76 PHASE 2 SW 309.74 r GUT 308.41SW 308.39 / 1.5% [EEV=308.00 0, r Z SW 308.70 1 2% 3p8 91 PCC 1.2% / J w SW 309.54 SW 309.36 4.9% P� - /o-) 0j 9Z 6 / PREF SW 309.22 2.5%_ I 2.5%- �_ �° / SW 308.46 �;.--_,O) INEm 308.73 307.86 3/4 6.8% 64450PE ; I � 7.5% 1/4 � � ig: � F'Q SW 308.92 r SW 308.86 1� GUT 308.17 GUT 307.34 1.2/ � ( U ' SW 308.78 308,gg 112 307.69 SW 308.33 SW 308.40 X W 0 3 j4 ® ® `30�p1 I I ��G/v9OREGON 00 ops 3/ I6 b ti • ti4, A� / o8Z� I 1 ^) C• SCHVI.LEk • a 7i '10 Qac, ` P1• RENEWS: JUNE 30, 2024 A A H I Q I 1/ / ?�j,69v 31 `-N0 93 N I 'S8 // " 11 ` = 3/4 / ® 114 306.76 I H C U RB I 307.40 ® 0_O i 2.5% I H . PT 307.22 PC 306.60 RETURNS STA=61+73.55 N ELEV=306.83 H 6 uI H ; 1 a, H U, tmN ' I H aI H Ln PROJECT NO.: 395-103 N c TYPE: CONSTRUCTION 2.5% I 2.5% REVIEWED BY: KCS as TC 305.15 0o- - TC- 305.15 I oCI) N I ___/Mo STA=61+98.55 ELEV=305.38 I SCALE °; I II I 10 0 5 10 CR5 a CURB RETURN - SW RIVER TERRACE BLVD & SW RUBICON LN ---�� SCALE: 1" = 10' 1 INCH = 10 FEET ® (: rmI o mini '. I - + I • IIIIIII Imo"+ ELEV=310.54 "" IH� I 2.5% 2.5% I alit p0 TC-310.61 ~ TC-310.61 I U � �`y 1 111 1 _ = . _ I 11111�� r� ��Ail H 1I BO %/. 1 H KEY MAP I F.I.FL I I I I:rim?) SW 309.36 STA=12+17.70 I F SW 309.44 ELEV=309.33 2 - LL 309.40 ~ �� - TC-309.72 I PAC'FIC COMMUNITY DESIGN I 12564 SW Main Street Tigard, OR I 97223 [T] 503-941-9484 I I I CURB RETURN TABLE 1ST SUBMITTAL: 01/04/2022 00 I I REVISIONS p CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION + - STA=11+94.45 C35 39.27 25.00' 90°00'00" 35.36' S44°33'01"W 11+92.70, 14.00'L(165TH 5) 10+39.00, 14.00'R(RUBICON) [ELEv=3o8.21 NO. DATE DESCRIPTION C36 39.27 25.00' 90°00'00" 35.36' S45°26'59"E 10+39.00, 14.00'L(RUBICON) 11+14.70, 14.00'L(165TH S) I ii I TCT 3 5.0% i 7.99 2.5% I SW 307.57- - PC 1 307.89--~ - TC-308.83 I / II STA=11+92.70 SW 307.57 Lu ELEV=308.13 / / / D Z Lu SW 306.24 e� r/41 > I SW 306.18 "1‘9/°\° / 3��43 = 1 _ _ _ _ _ _ _ _ _ _ 2 L I AS-BUILT i yo N DATE 12/07/2022 �o N I �- APPROVEDKC8 SW 306.18 69 - - _ �j ^ SW 306.12 I rn � a le I - 1 I H Nr Cr I- STA=11+62.11 1.0% o scS M GUT 305.79 [ELEV=306.65 1 I I GUT 305.71 I TC 306.72 I I 2.5%- 4 I It I I g I I o I _ - - - u, I U N N j STA=10+89.00 STA=10+64.00 N I I STA=10+57.82 I STA=10+39.00 I ELEV=306.24 I ELEV=305.32 ELEV=305.08 I ELEV=305.07 I ELEV=305.20 SW RUBICON LANE ,4)1 c i I I I 10 * , I I Lrl I I g Qwelt, M N I II I N I ievtace N I I I GUT 304.85 I I I 4 I CD r . 1.0% o Z ui TaylorMorrison. LL Le-iO 0 -_O_ 0 P M M i . 1.5% oh• coU H ~ i~d GUT 304.77 '�� \ SW 304.99 SW 305.07 H SW 304.88 oN1 �� I f ' LU �� SW 304.94 h�� I TC- 304.91 I SOUTH RIVER = o ,� I 8.1 "$� - ,,A,\ `v I ' 1 try lg N I TERRACE - - - - - - 1. . 4 6030 $0 SW 304.77-\ �SW 304.82 SW 304.93 10 Q• a SW 304.99 '514 ` SW 304.40 I IIo I oI cv - ` SW 304.39 \ \ GUT 304.00 1.0% I PHASE 2 °- 0.8% GUT 304.15 + �`• • SW 304.44 SW 304.45 �s� 7.1% U 4.4% VI,p o - +� GUT 303.92 v ^jjj I Pn 7.5% 1 �� 7.42 •I SW 304.38 r(� L.0I PT 304.42 TC 304.42 m 2.5% z 0 I ��GINEF / SW 304.38 I SW 304.33 `V 110 I �l 4' m STA=11+14.70 64450PE L.) SW 304.33Ni: GUT 303.92 I ELEV=304.36 TC- 304.19 I w U CO SW 304.35 v I v OREGON ^ s p SW 304.27 (G/yT 9 20��‘ Q M • SC10- I OI - RENEWS: JUNE 30, 2024 a NI aI CURB H STA=10+89.70 , H I ELEV=303.15 I RETURNS EH I 2.5% 2.5% I �- -� N p L.) vI I N STA=10+83.10 -, ELEV=302.83 UI N Q I o I PROJECT NO.: 395-103 c ( TYPE: CONSTRUCTION STA=10+64.70 p REVIEWED BY: KCS ELEV=302.06 I 0. 2.5% 2.5% 1 (7) rn I O as CURB RETURN - SW 165TH AVE & SW RUBICON LN 10 SCALE 0 5 10 2 SCALE: 1" = 10' C R6 Q Z 1 INCH = 10 FEET ® (a • NAIL 1111111 o 1 11111 '. • 1111111 I. SII IHi 1:':711111196.1 r CURB RETURN TABLE 0 .,Im 1"r_ ' CURVE L GTH RADIUS DELTA CHORD BEARING START STATION END STATION I a 1= 2-'11 , C37 3 .63' 25.00' 70°11'17" 28.75' S34°38'39"W 10+33.10, 14.00'L(165TH 5) 23+11.18, 18.00'L(PERTH) • s.= = M S4 C39 40 85' 25.00' 93°37'49" 36.46' N47°15'53"W 10+49.28, 14.00'R(165TH S) 23+78.96, 18.00'L(PERTH) _ 11111, r� ` �� 110 l‘Arli:11 KEY MAP I:!....„._,41 Ili::) PAr'FIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 ' 1ST SUBMITTAL: 01/04/2022 I I REVISIONS NO. DATE DESCRIPTION I I I 1 I STA= + ELEV=302.41074.28 TC- 302.50 I H I I H I H AS-BUILT H1 SW 302.07 I SW 302.15 DATE 12/07/2022 STA=10+58.10 ELEV=301.84 / KCS 4301.73 301.91 jLEv=30i.66 51.62 0 � ( 2.5% 2.5% TC 301.73 ,' 1 I I I PC 1 1301.67 I H SW 301.51 STA=10+49.28 ELEV=301.60 °�° H 1 HI SW 301.46 X� 1° I 1 STA=10+33.10 N1411116. 1A 1 L�°\ r1°_.il 00 ri ELEV 301.27 • cv SW 300.90 \ - - - - - - - - - - i<••; SW 301.46 .5% GUT 301.07 M SW pr ?I'sQa7e/t, N 30lehlwice, 1.95 , 301.34 \ �^ SW 301.40 ei A / I \,S, 1.1% I \4� �_ GUT 300.84 GUT 300.99 53Lii N, �.90 ' / 1.5q (111; o M o TaylorMorrison. SW 300.41 b\ 1/4 /3 GUT 300.76 Lv "' I I i-u 7 IL /// SW 300.35 �_ / y o �, / SW 300.84 SOUTH RIVER // 0 �'oo H 301.81 // SW 300.35 8cp .0 3 / / •o o� / / N TERRACE // �� moo / i SW 300.29 S I a / ' 6 24+00 _ /// o GUT 299.96 _ -® - - PHASE 2 o- Z /// �` ELEV=300.61 - STA=24+02.83 STA=24+27.83 // / / GUT 299.88 4204, -" \- ROAD ELEVSTA==301586 ELEV-301.83 ELEV 302.08 / PERTH c0.FD ` t‘G 1 Ne4. * E� // ' �` ELEV=300.61 V / 64450P / \ OREGON ^ • • Mo // r %\ STA=23+11.18 Lili \‘N, L3x00 / \ ELEV=299.58 _ FG 9� 200 O� A, _ ____-_ CSCH*Pk° as \ oo \ 's \\`o \\ RENEWS: JUNE 30, 2024 / % / `\ of a \ ` N \ STA=22+87.14 _ \` / \ ELEV=298.32 ` GUT 299.13 CURB \\s / `\'o GUT 299.05 - - _ _ - - - - - - - - - - - - ` 5° RETURNS to \ 9 .D i o / / \ STA=22+62.14 ss` ___ - - V \ ELEV=296.71 SW 299.46 / _ - - - - - 401161° N\j: \T- ...-7\ t \ `\ L SW 299.57 i \N ----- (;).. SW2.-- i o / /// PROJECT NO.: 395-103 / c....... TYPE: CONSTRUCTION L / // REVIEWED BY: KCS 0, 0 M 0 CURB RETURN - SW PERTH ROAD & SW 165TH AVE SCALE M 10 0 5 10 o SCALE: 1" = 10' Q Z1 INCH = 10 FEET • Ali\ 0 (a 1111111 01 11111 Imo CURB RETURN TABLE 1111111111111 CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION M 1,111' L ', IF L r C47 51.31' 30.00' 98°00'14" 45.28' 535°52'32"W 10+29.59, 28.95'R(168TH) 14+68.06, 0.15'R(PERTH) . I N I _ C50 42.20' 25.00' 96°43'33" 37.37 N61°29'21"W 15+54.04, 22.20'R(PERTH) 10+11.81, 56.95'R(168TH) I 1 . 11111fi� ' *i: ...- l‘Arli:11 KEY MAP 1I 1 oVSTA=10+95.2 I1 ELEV=267.57 1 I 1 267•64 I Frillill)� ___ TC __ I PAS 'FIC COMMUNITY DESIGN \ I 12564 SW Main Street Tigard, OR 1 I 97223 1 I [T] 503-941-9484 1 I 1 1 1 1 sa \ / I 1ST SUBMITTAL: 01/04/2022 TC 266 STA=10+86.54 1 \ '' � 1 /// 11 ELEV=266.81 \r 1 // REVISIONS 11 1_,0\ 1 11 7' NO. DATE DESCRIPTION 1 1 / ' '' 1 SELEV=265.35 1 .0 _ TC 26� 1 // 1 - 1 / I --: STA=10+64.89 ` , 1 // 1 o " ELEV=265.02TC 265.52 \ .7/ ii_ \ -- \ ', \ 7 1 265 p9 2.5% i 1 // 1 It ` �' STA=10+62.08 1 // 1 PC 264.$9 ELEV=264.82 , 1 I As-BUILT 1 1 1� //....-- „---------- \ DATE 12/07/2022 1 �\ SW264.44 // I K� I SW 264.41 /i/ i GUT 264.01 SW 264.38\ _ / / i 1� / SW 263.54 5% -'PC 264.5 111 73% 6� IIIWNI 0. /� 1/4 263,7q �2. - '- SW 264.08/SW 263.60 �' o \\\_...../ SW 264.01 / _ �� ` SW 264.34 00 klo - STA=10+44.29 1 5• / SW 263.54 So ELEV=263.81 1 -' GUT 263.93 by-5'Z' ° Oo 1So GUT 263.16 7.So A �So \; SW 263.95 `o _10SW 263.49 7/�' G/ 5- 7 U63.08 y STA=15+69.82 a ?6 o� SW 264.01 A ELEV=266.72 N •SS 4- \Ivo-t. �� / r11 \ not Q.CAVA,re) v, / ® 1 A A CV N M A ieVICiee, r � N �6� STA=15+23.01 TaylorMorrison.a, o GUT 263.61�i N N 9 ELEV=264.32 /GUT 263.54 STA 15+43.63 ELEV=265.37 0 ~ X3.4% •4ii � .3% 1 \`:-).1 V w - SOUTH RIVER / / STA=15+22.50 ELEV=264.29 c� kr) \ �5k00 STA=15+17.30 N _,,,7A TERRACE O ELEV=262.66/ i 0_ :...).> N = GUT 263.54 i PHASE 2 S\N PERTH ROAD o -+'- 000 GUT 263.46 A / / z 0STA=13+93.80 STA=14+20.90 I rc �' / p H STA=13+68.54 ELEV=261.14 ELEV=261.72 - - \vo,...po / / V� PRIG' / C,�V �KJ ELEV=260.29 14+00 _ - ` _ ��'o 7 // GINE - SW 263.87 \ SW 263.94 /"••••• -- _- 11.--- 64450PE� ; V / 0 72 \O �? // OREGON ^ s ri %' i / FG 9iy DO �� o __ = 2 SW263.99i// / • 9' M �� yc SCHWP��1. } -SW 263.94 RENEWS: JUNE 30, 2024 " / N / - i / " " /,-- a `� RETURNS N o - - -- V -- ----- v, N _ - - t - - -r - - N - Q o PROJECT NO.: 395-103 (ii)N c TYPE: CONSTRUCTION REVIEWED BY: KCS L o� 0 o as CURB RETURN - SW 168TH AVE & SW PERTH ROAD SCALE 2 SCALE: 1" = 10' 10 0 5 10 CR1 2 o _ _ a _ _ _ Z 1 INCH = 10 FEET Ord . Alk, • NI rmI 1 11111 '• 1111 .; 1111 I3111111i L pi '' �1�011 CURB RETURN TABLE CURB RETURN TABLE =*7 1 E. 1=1=1 12:11A%i i ,gym 11111 r ' `� CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION BO n ` I C51 11.21' 15.00' 42°50'00" 10.95' 521°51'59"E 63+06.01, 26.00'R(RIVER TERRACE(N)) 63+16.21, 22.00'R(RIVER TERRACE(N)) C55 12.96' 15.00' 49°29'53" 12.56' 516°46'30"E 70+45.75, 12.00'R(RIVER TERRACE (S)) 70+57.91, 17.01'R(RIVER TERRACE(S)) `` C52 11.21' 15.00' 42°50'00" 10.95' 521°51'59"E 63+16.21, 22.00'R(RIVER TERRACE(N)) 63+26.41, 18.00'R(RIVER TERRACE(N)) C56 11.42' 15.00' 43°38'07" 11.15' S13°50'37"E 70+62.65, 21.64'R(RIVER TERRACE(S)) 70+73.89, 26.00'R(RIVER TERRACE(S)) KEY MAP C53 11.21' 15.00' 42°50'00" 10.95' N20°58'01"E 63+06.01, 26.00'L(RIVER TERRACE(N)) 63+16.21, 22.00'L(RIVER TERRACE (N)) 70+59.65, 12.00'L(RIVER TERRACE(S)) 70+68.87, 15.76'L(RIVER TERRACE (S)) C54 11.21' 15.00' 42°50'00" 10.95' N20°58'01"E 63+16.21, 22.00'L(RIVER TERRACE(N)) 63+26.41, 18.00'L(RIVER TERRACE (N)) 70+74.79, 21.66'L(RIVER TERRACE(S)) 70+84.75, 26.00'L(RIVER TERRACE (5)) P7AC 711: NITY DESIGN 12reet Tigard, OR \ 23 .� 1-9484 0 0 � \X STA=69+99.10 HELEV=289.821ST S01/04/2022 STA=62+81.01 I H ELEV=298.37 ,....1N REVISIONS TC 298.14 TC 298.34 2.5% 2.5% ''''"'i •(-' �q1 b NO. DATE DESCRIPTION I I I --1 STA=70+19.60 \ ‘...n. ELEV=291.06 STA=70+23.06 ELEV=291.29 o - 0 1 q STA=63+06.01 I QL `V° o^ w o _ AS-BUILT 1 ELEV=295.74 - I STA=70 47.02 \ `N rn a a I ELEV=29297 Vhl N DATE �07� �~ `•^ APPROVED KC8 PC 295.51 295.11 PRC I I STA=70+45.75 M a °u^\� 1qb I 1 ® 2.5%�- 2.5% 295.27 '1/4 ELEV=292.8829\15:0,5 ® / I �� q 1�4 ` STA=63+16.27 I X95 03 I q Q- 11111111 12 �� ELEV=294.67 X99 / '7/2 Lq 1 ` 1qb hb �97'S/ 8 / tiq \ OWN' '\N`\qb 2.5% �'g I I Q�\\ i 0 1g 'L Qom` \�q°3g3�i I I ��° \ 116 \10.03 ��O6 0 794 0�/ 7>A I ` 293,48 2 I / / 1/2 1121 413) STA=63+26.41293 I 3/4 293.73 161-.2 112 STA=70+73.36 N rl_.il 3j4 213 g1 ELEV=293.60 i7 13/4 I I 293.57 PCC I PTI 293 9 ELEV=295.08 0_ PT 293.57 I 8 N 2.5% I STA=70+73.89 i 2.5% -� I \ ELEV=295.12 \ qb b� Qwejt, L N I \ PC 294.15 I 1 \ I 1/4 1294.31 ® m I \ 112 29447 TaylorMorrison. M I � \ 31 A, \ 'Iq ,,�o��/ v I I \ ` 1, ��lo / `rte \ Q� � %� SOUTH RIVER IL 7, 1 I �� m , I STA=70+95.91 L 13 = STA=63+49.31 O I // \ j ELEV=297.00 �'f�� L 29�' `^ ELEV=291.20 cr) T . 291.17 2.5% 2 % TC 290.68 I G I \ STA=71+01.52 hO 6 _.....--\ L. I ELEV=297.47 �7,,, \ TERRACE o I �o N STA=63+53.98 11 i / \ 2 01 `�G PHASE__2 = ELEV=290.71 ��'o �9� L0. STA=71+13.46 PR H \\-.8 \ \ \ ELEV=298.46 �� P11� 00 ` F. 'f' STA=63+72.21ELV=2 / 64450PE V ELEV=288.84 \ \ rn TC 287 S8 2gg 81 \ SELEV1299.64 :6(.:(0;4aid---EGON/ ��s on TC I ....01_,,,,-, �� 0' \\ \ C SC HW P�� Ln ��\ �� sTA=71+30.44 RENEWS: JUNE 30, 2024 •� \\\ �, \ELE =299. 3 QSTA=63+78.77 ELEV=288.19 \\NI �- ��1 CURB E ` �� RETURNS N Jo L v, II a) t N N 5 N a Ln PROJECT NO.: 395-103 N c TYPE: CONSTRUCTION (7) REVIEWED BY: KCS L 0. 0 M O as CURB RETURN - SW RIVER TERRACE BOULEVARD CR1 SCALE rn 10 5 10 o SCALE: 1" = 10' m3 Q Z 1 INCH = 10 FEET Giii . All, • • IIIIIII ,1111111 111111 '. / RIVER TERRACE BLVD � m111111 !1111111 Al MINIM r2nnin ill (./, / // /// D p \ // // Iiinui �1�I1111 L 44 / p / / ■� I�■ I.il> >2>/' // // D / v //7 713 �_\ ,/ II / // p D T. D / / 11111■ r `" /// / .v • // D p /v° 8213.00' D \ <� // // \ KEY MAP \ /// �/ ° R2oo.o0, p GENERAL NOTES:/ v I8150.00' / 1" \ \ / v v / \\\ 1. REFER TO CR SHEETS FOR CURB / D ._ \\ RETURN INFORMATION. / p av R190.00' v ° \N� \\\ PACIFIC COMMUNITN // v D v D I \I \ - 12564 SW Main Street Tigard, OR v:o I) D v p ° _ 10.00' D \` 97223 // V p R1.00' , J \ \ [T] 503 941 9484 /�/ p D °.111 . R1.00'I D p \\ \\ \\�� LEGEND: /// D 875.00' 81.00' I R1.00'I D p N = \� /// ' ° ° D iy \ N\ ak \\\ SIDEWALK BUILT BY DEVELOPMENT 1ST SUBMITTAL: 01/04/2022 // D v v ° p v \ __`\\ \\N SIDEWALK BUILT BY HOME BUILDER REVISIONS // p v 18.76' i p N �\ \\\ D ` \ \ NO. DATE DESCRIPTION v / v 18.26' \ / D _ 20.59' � v ° � \ `�\ `\\ D / v v - // o 845.00' 81.00' 83.00' b. ° - - �\ / D 19.00' ` v D p \ \ / °p v v D 838.00' v \ DO / 0 18.12' • D v v ° o \ \ D 8200.00' LLLLLLLLLL - v ° - - \ / LALLALLCULAALA 845.00' D ` \ �\ - --ac v a D LLLCAUCAUCALCALCAU 19.88' v v v v p v AS-BUILT ALAALCALCALAALCAL p - - DATA 12/07/2O22 i. D -.."--.......--0111.°°.°°111' .'-.. ... 1 LLLLLLLLLLLLLLLLLLLLLLLLLLL - R300.00' - ° ° 0 v °p p 18.33' D vD ` D v D D ■ ■APPROVED .\�/Y 16.21' a D v p D v 19.76' I-CALCUL► 865.00' p D LULLLLL - 12.41' v D v LLULLU LLULLLL I D v v V p v D v Q °0 v D v D v D ------__ 81.00' v LLULL LALLCU► - ---------------- 81.00' �.o°� 43.15' Q � 83.00' LLLLLL LLLLL 12.50' LLLLL LLLLLU R42.32' IkX L L L L L L R1.00' 81.00' Q 8300.00' 81.00' L A A L A R1.00' t°°12.00' I 23.02' LLLLL LLLLLR20.00' O 27.70' Ct ;gee,,,000;, 19.23' U L L _ _ o000 I U L L L L LLLLL 19.00' R2.00' CALCUL 13.17' 10.0 O +, - R300.00' 81.00' 81.00' �� 81.00' CCULAL, LLLLLL i !`_� _ �' il 81.00' R70.00' LLLLLL R20.00' LLLLL R3.00' I 10.00' ` LIJ 18.39' LLLLLL\ R1.00' I 12.58' LLALCCUL CALCUL ° ° LCAULALCLLLLLL 81.00' v 12.53' LLLLLLLL 17.06' v [J,J 00 ° LAALCALAALAALCALAALA D o p p D 55.14' D v 4 ° v v p ° v LLLLLLLULLLLLLLLLL 825.00' p LLLLULLLLLLLLLLCR. levtake e 93.66' d v - ,. D 8 . M D AULAULCALAALA 22.18'D �� N - v v vD v _ v r� D v D - v o 19.21' p v D p v Dv , LLAULALLC D ° D p p 21.21' v v ° _ p - - \ D ° v v° v v cu • D \ v p ° p 872.00' /VV 875.00' __ - - - - - - 19.02' ° / r TaylorMorrison. u v° v D p J v. 12.94' v �/ I:: \ R3.00' R1.00' / W \ v D 4 / D p I I SOUTH RIVER - 18.81' p I o v g 16.5 7' v 25.86' R91.00' D o , ° v ° 21.44' v TERRACE N vI 2 \ D D p 0' a \ v p aD 81.00' • 81.00' v D I v � � - PHASE 2 =o \ \ p o 81.00' 12.00' o m 81.00' a \ v ,> D A..4_ • oq ° Z Alpips;° 1 14. v v . v 13.90 \ ° -D PREF \ �R1358 40' p D v v I ci ��I Ne�•�/ 64450PE "' °iL 26.38' v pW \ v D u v (vi \p 12.51 p I I Vfr- 9 200Q. . v OREGON ^ zv + Hrn 12.50' v I I C SC 101 P� "' \ D, 82.00' v ° _ _---- RENEWS: JUNE 30, 2024 D 8200.00'° v v - - - v D 2 a `� ROUNDABOUT D v D v D v v ° T. ° p GEOMETRY PLAN N _ p v vv ° \ D v p v v ° p _ U . � vv V D . D D - p D - D illr' i1 R412.00' DCU IIv \\ Ln \ v m PROJECT NO.: 395-103 \ D TYPE: CONSTRUCTION Cli) on RIVER TERRACE BLVD REVIEWED BY: KCS 0.0 ROUNDABOUT - PLAN CR1 "' 4 SCALE: 1" = 20' SCALE re) 20 0 10 20 asO Q Z 1 INCH = 20 FEET 0_11-8 - oilkli' 1""" 01111 u�� 1IN • 111111 •iiiiiiri �lIRIVER TER. NORTHELRY _ Hh ' 9 SEE SHEET CR161 __ _ 1 /, )1111 . 4. \/ �/ �/ \/I / " • • •rniiik 1 -------1:ii a \\/ \\,/ \\/ \\,/ / \ KEY MAP 1/4 \, \/ ./ \/ ./ / Viiimmum i \ / \ / Frili:1111:1 SW 278.20 278.67 \ / NM STA=18+52.88 PACIFIC COMMUNITY DESIGN ELEV=279.63 CURB RETURN TABLE 12564 SW Main Street Tigard, OR 97223 CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION [T] 503-941-9484 N ,, Cl 75.87' 213.00' 20°24'26" 75.46' 531°03'38"E 63+26.41, 18.00'R(RIVER TERRACE(N)) 64+65.32, 18.00'R(RIVER TERRACE(N)) CSW 278.38 AC 278.96 C2 57.89' 75.00' 44°13'36" 56.47 S19°09'04"E 64+65.32, 18.00'R(RIVER TERRACE(N)) 65+16.01,41.17 R(RIVER TERRACE(N)) II 1ST SUBMITTAL: 01/04/2022 \� AC 278.80 J C3 5.51' 45.00' 7°00'37" 5.50' S06°28'03"W 65+16.01, 41.17'R(RIVER TERRACE(N)) 18+56.66,45.84 L(PERTH) \O° 14/ STA=18+33.77 - __ 1.1 C4 94.14' 200.00' 26°58'09" 93.27' S23°2726"W 18+56.66, 45.84'L(PERTH) 17+68.58, 15.12'L(PERTH) REVISIONS ?,8 4j ELEV=279.15 SW 277.99 X845 = C5 27.26' 307.16' 5°05'07" 27.25' 540°06'17"W 17+49.68, 13.22'L(PERTH) 17+22.45, 12.00'L(PERTH) NO. DATE DESCRIPTION i • AC 279.15 �► i \s. .D 0 C6 17.95' 300.00' 3°25'39" 17.94' N44°23'41"E 17+28.52, 12.00'R(PERTH) 17+46.45, 12.54'R(PERTH) i ° D AC 279.07 0 °I y4� GUT 277.89 C7 92.94' 72.00' 73°57'21" 86.62' N83°05'11"E 18+01.49, 15.83'R(PERTH) 66+32.34, 16.83'R(RIVER TERRACE(5)) o�o ri ��n^ 11 1 0 . o SW 277.96 / AC 279.00 v. 'W C8 75.75' 1358.40' 3'11'43" 75.74' S61°32'00"E 66+32.34, 16.83'R(RIVER TERRACE(S)) 67+05.41, 12.00'R(RIVER TERRACE(S)) ok, SW 278.19 000° / X = C9 42.67' 412.00' 5°56'02" 42.65' S66°05'40"E 67+05.41, 12.00'R(RIVER TERRACE(S)) 68+45.65, 12.00'R(RIVER TERRACE(5)) I SW 278.05 \ o AC 278.40 CON / W CO C10 86.35' 200.00' 24°44'15" 85.68' N56°41'33"W 67+46.83, 12.00'L(RIVER TERRACE(S)) 66+57.77, 21.00'L(RIVER TERRACE(S)) �2 \� 0 1- AC 278.48 N N 'W C11 105.60' 75.00' 80°40'12" 97.09' NO3°59'20"W 66+57.77, 21.00'L(RIVER TERRACE(S)) 19+75.17, 20.04'R(PERTH) SW 273.48 `� - GUT 277.71 / N - W uC12 1.98' 25.00' 4°32'08" 1.98' N38°36'50"E 19+97.16, 17.13'R(PERTH) 19+99.13, 16.95'R(PERTH) d COvJ ,4 C13 13.13' 300.00' 2°30'28" 13.13' 545°08'38"W 19+98.15, 12.00'L(PERTH) 19+81.17, 12.48'L(PERTH) / S-BUILT `. AC 278.54 �8 9i STA=18+09.64 I �q AC 278.27 z �.1� C14 28.11' 65.00' 24°46'54" 27.90' S59°31'38"W 19+81.17, 12.48'L(PERTH) APPROVED 19+54.30, 20.00'L(PERTH) ATE �07�� AC 278.20 ELEV=278.55 K� ° / •-4- GUT 278.09 -).-c113 � C15 33.57 45.0G 42°4415" 32.79' N86°42'48"W 19+54.30, 20.00'L(PERTH) 65+16.24, 31.8G L(RIVER TERRACE(N)) 4 STA=18+01.49 cP� C16 129.62' 150.00' 49°30'37" 125.62' N40°35'22"W 65+16.24, 31.80'L(RIVER TERRACE(N)) 63+78.77, 18.00'L(RIVER TERRACE(N)) 4 STA=17+97.62 ELEV=278.42 / C17 50.79' 38.00' 76°35'13" 47.10' N82°34'37"W 65+24.68, 0.00' (RIVER TERRACE(N)) 19+28.81, 0.00' (PERTH) ELEV=278.33 40. ` a� SW 277.04 ° 'S. <i ;o C18 71.90' 38.00' 108°24'09" 61.64' 504°55'42"W 65+24.68, 0.00' (RIVER TERRACE(N)) 18+52.88, 0.00' (PERTH) / ' ` \/ °o �.�. N o/ •o o° \°iC19 49.94' 38.00' 75°18'05" 46.42' 586°55'25"E 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE(5)) \° / / --AC 27$.27 r ° SW 278.78 C20 66.13' 38.00' 99°42'33" 58.10' N05°34'16"E 65+97.65, 0.00' (RIVER TERRACE(5)) 19+28.81, 0.00' (PERTH) �- / Ai, o\o GUT 277.91 .''•A o 00 �_ 7 // SW 276.89 �j69 �/ o s 8,a N• o o SW 279.01 NI / `• \ / / ,, , , / . SW 278.60 °\° / AC 276.89 f R:CiVeA, TeAlt.aCe / \/ Li., / ° AC 276.90 AC 276.94 SW 278.44iTc ^/ \� L.) // a AC �\o / /// \ w , lj6O h% STA=17+68.58 TaylorMorrison. w / ELEV=276.90 4ff' Non // ,F ljs \\ ?s° / Xj, ° 2� // j 1 STA=17+46.45 ° 41 SOUTH RIVER STA=17+49.68 SW 278.89 c / �S� ELEV=275.93 � ELEV=275.77 4 SW 278.59- N / ,�/ � F \o` gTERRACE a / ,/ / ,,,, �� a ° ° CO / •°O '\\° S V / cP fY / , AT h/ ��S / OT PHASE 2 I- / ?tea STA=17+28.52 6 D / 4 6�\ ELEV27485 ��s / �'� ,/ / F o �� / ,� IL // I SELEV7274.54 ?``� �F> F / / / (c,\G v, ° S° \�J� G I NF / / 4 0 64450PE In' / / \ `♦ ,oC / / L , X 9 OREGON ^ z o 4 TC T� / ' <`G 1/1//1! 9 ZO ��O C k0 ,; ' a SCHW- �6 `\ / / RENEWS: JUNE 30, 2024 = ` / = STA=16+97.07-44 � / ROUNDABOUT `� a 6 ELEV=273.24 <>� 4 76 4 •A* \ CURB RETURN E O rC m .� PERTH ROAD N <j ./ 1, '',6 vl tal 0 WESTERLY N / N inin / / Q / o / // PROJECT NO.: 395-103 N c ' (i) TYPE: CONSTRUCTION L REVIEWED BY: KCS 0 o, 0 M O LI', ROUNDABOUT SW - PLANas SCALE rn SCALE: 1" = 20' 10 0 5 10 2 _ _ a _ _ _ Z 1 INCH = 10 FEET CR1 5 ii A4 2J = i \ ' ■ ■11111I \ \\ *OM o 11111116 a < \ \ -'11111 X1111111 Mg \\ D X11111 � 1111111g \\ \ ��II1111 �1111111L \ -IIu1I1u■ 1111 1 E.[71= :.• :&11V1 #411, STA=63+78.77 $�6 \ 7 ELEV=288.19 �C 2a \ \ 11111••n • `` -S 10 OD ------ \ \\ KEY MAP : 1 \ \ \ \ \\ ° 4 STA=63+95.86 \ \ 1:7\0001•12....€11:1 ELEV=286.48 \. \ PACIFIC COMMUNITY DESIGN \ CURB RETURN TABLE 12564 SW Main Street Tigard, OR 151° cr \ \ 97223 �� k0 \ \ CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION _ [T] 503-941-9484 O d 8y?`- \ Cl 75.87 213.00' 20°24'26" 75.46' S31°03'38"E 63+26.41, 18.00'R(RIVER TERRACE (N)) 64+65.32, 18.00'R(RIVER TERRACE(N)) IL 159N5?' \ C2 57.89' 75.00' 44°13'36" 56.47 S19°09'04"E 64+65.32, 18.00'R(RIVER TERRACE (N)) 65+16.01, 41.17 R(RIVER TERRACE(N)) \ 1ST SUBMITTAL: 01/04/2022 illi d ',31A \ C3 5.51' 45.00' 7°00'37" 5.50' S06°28'03"W 65+16.01,41.17'R(RIVER TERRACE (N)) 18+56.66, 45.84'L(PERTH) d \ ' \ \ C4 94.14' 200.00' 26°58'09" 93.27' S23°27'26"W 18+56.66,45.84'L(PERTH) 17+68.58, 15.12'L(PERTH) REVISIONS ° STA=64+13.23 ELEV=284.75 \ C5 27.26' 307.16' 5°05'07" 27.25' S40°06'17"W 17+49.68, 13.22'L(PERTH) 17+22.45, 12.00'L(PERTH) NO. DATE DESCRIPTION 4 STA=64+14.50 \� C6 17.95 ' 300.00' 3°25'39" 17.94' N44°23'41"E 17+28.52, 12.00'R(PERTH) 17+46.45, 12.54'R(PERTH) i \ , ° d • Lam' ELEV=284.62 dN C7 92.94 72.00' 73°57'21" 86.62' N83°05'11"E 18+01.49, 15.83'R(PERTH) 66+32.34, 16.83'R(RIVER TERRACE(S)) �q l� \ __ C8 75.75' 1358.40' 3°11'43" 75.74' S61°32'00"E 66+32.34, 16.83'R(RIVER TERRACE (S)) 67+05.41, 12.00'R(RIVER TERRACE(S)) 11� \ C9 42.67' 412.00' 5°56'02" 42.65' S66°05'40"E 67+05.41, 12.00'R(RIVER TERRACE (5)) 68+45.65, 12.00'R(RIVER TERRACE(S)) d \ - C10 86.35' 200.00' 24°44'15" 85.68' N56°41'33"W 67+46.83, 12.00'L(RIVER TERRACE(S)) 66+57.77, 21.00'L(RIVER TERRACE(S)) d STA=64+30.59 ° ELEV=283.01 _ C11 105.60' 75.00' 80°40'12" 97.09' NO3°59'20"W 66+57.77, 21.00'L(RIVER TERRACE(S)) 19+75.17, 20.04'R(PERTH) \ SW 279.94 C12 1.98' 25.00' 4°32'08" 1.98' N38°36'50"E 19+97.16, 17.13'R(PERTH) 19+99.13, 16.95'R(PERTH) AS-BUILT \ ° d ��., LgO SW 279.85 C13 13.13' 300.00' 2°30'28" 13.13' S45°08'38'W 19+98.15, 12.00'L(PERTH) 19+81.17, 12.48'L(PERTH) '\ \\ ° d �.' ,N\ SW 279.89 C14 28.11' 65.00' 24°46'54" 27.90' 559°31'38"W 19+81.17, 12.48'L(PERTH) 19+54.30, 20.00'L(PERTH) DATE 12./07/2022 \ \\ LgLqv ,'' \° C15 33.57 45.00' 42°44'15" 32.79' N86°42'48"W 19+54.30, 20.00'L(PERTH) 65+16.24, 31.80'L(RIVER TERRACE(N)) Kc8 \\ \ 7 d 4 11ti \ ,''' 01'>'• SW 279.85 C16 129.62' 150.00' 49°30'37" 125.62' N40°35'22"W 65+16.24, 31.80'L(RIVER TERRACE(N)) 63+78.77, 18.00'L(RIVER TERRACE(N)) \ lik\ STA=64+47.95 ,' ® ~ �n' s° 65+24.68, 0.00' (RIVER TERRACE(N)) 19+28.81, 0.00' PERTH \ ° SW 279.64 o C17 50.79' 38.00' 76°35'13" 47.10' N82°34'37"W (PERTH) \ ELEV=281.28 �i \ /' , C18 71.90' 38.00' 108°24'09" 61.64' SO4°55'42"W 65+24.68, 0.00' (RIVER TERRACE(N)) 18+52.88, 0.00' (PERTH) \ ' ' \ \ ° �lo , STA=64+50.40 , 1p°�o C19 49.94' 38.00' 75°18'05" 46.42' S86°55'25"E 18+52.88, 0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE(S)) d d �'�i' ELEV=281.04 ,, '�/ S° olo SW \ \ \0 1 C20 66.13' 38.00' 99°42'33" 58.10' N05°34'16"E 65+97.65, 0.00' (RIVER TERRACE(5)) 19+28.81, 0.00' (PERTH) STA=64+58.14 STA=64+63.34 o o lip ° ' o , SW 279.71 N \\ \\ �1�y' ELEV=280.51 ,/ ELEV=280.32 GUT 279.33 J G�°10 \ \ , ,�el ' AC 280.15 . �b �" SW 279.49 \ \ \ . d '3)� <-�,' AC 280.12 .4 M \ \ ° �- STA=64+65.32 / � � GUT 279.17 \ - ELEV=280.28 ' ' \ \ ° 0.� o, ,' \\.000‘• AC 279.90 ,' (Li \ /' \ �� h' 7 AC 279.90 /' Qavt, ievtace, \ \ d CC AC so 280.14 00' Soo O• /�- \ \ 1`'f AC280.11� o •�Q°�V .ov� /, v \ \ ticb)• .. AC 280.11 AC 279.87 w • \ \\ +� Q�� , / \GUT 279.70 ^� a TaylorMorrison. `I \\ \ \AC 79.91 t STA=64+85.09 ry n c 3 V \ °d o o o V ELEV=279.83 Q�,('�w \ o o \• AC 279.88 \ \\ olo •o o GUT 279.55 o \ �� 01 M� SOUTH RIVER \ ° o o �� 6 a \ \\ , 1j •11` sxp W U rq \\ `\ SW280.73 �� coi- TERRACE m \ \ SW 280.59 / STA=65+04.63 W \ \ SW 280.91 \s°• ELEV=279.28 T `\ `\ V 278.68 /may en PHASE 2 m \ \ 279.69 _ 'u; 'W j \\\\ % 112 / - ;i _ a. uREF \ \ o SW 280.41 STA=65+24.68 / / \/ \/ co,+J \�� I NF�. :44_, IL \ \ 1 \ELEV=279.46 i 64450PE \ \ \\ \ SW 280.50 U \ \ SW 280.68 / \ / \ / \ w ri \ \ , \/ \/ \/ \/ \/ \/ OREGON ^ ci z LT, \ \ 314 \29.37 \/ N/ N/ \ 11G -'5„ • 9 2�0 ,o °; \ \ \/ \/ \/ \/ \/ \/ \/ \/ 'ycSCHilAO - \\\\ 279.22 RENEWS: JUNE 30, 2024 `\\\ \/ \/ \/ \/ ROUNDABOUT 76 \\\\ 278.96 280. �/ �/ \/ \/ CURB RETURN E 1 PRC 1 279.05 \/ \/ \/ \/ \ `^ I I 1/2 I 2I 8.99 RIVER TERR BLVD PRC ( \/\/ii\i-, .7L 283.85-\ ; . / ? 78.93 / / NORTHERLY t 2.5% TC//8.84 278.88 -\/ / � \/ � \/ �/ / Ln C) \' \/ \/ \/ \A 1C-:5-, PROJECT NO.: 395-103 PERTH WESTERLY TYPE: CONSTRUCTION . (;) SEE SHEET CR15 REVIEWED BY: KCS 0 cr0 ROUNDABOUT NW - PLAN "' SCALE: 1" = 20' SCALE -- 10 0 5 10 CR1 6 .._,2 Q Z 1 INCH = 10 FEET / Ofa■ii.11 -` v • 40, ,. / - I- / dam mini ° prom X1111111 f� W4D�IIIII !1111111 :�II1111 �311I111 j /' a = ■ "U 1!i� fip / 4161 .. E. -I- 7 ��,$ `� 11111■ w� �t VIIJ2VII:M•/ / ' lirr,,,, / 111 lArli:11 / KEY MAP O / �, STA=20+92.65 `\ ELEV=285.91 / / ,` / r FLI114:1111:1 // �� X86 / // PACIFIC COMMUNITY DESIGN / -p,' / / 12564 SW Main Street Tigard, OR V / / 97223 / [T] 503-941-9484 9484 -- / / -- -- - / 1 / / / ° / 1ST SUBMITTAL: 01/04/2022 - a / - - - / / / /' REVISIONS - - A / / NO. DATE DESCRIPTION - a / / / / _ -- --------- / / / / • 41 / / SW 280.80 / SW 280.82 11 / / / / / / /0.5% SW 280.90 / CURB RETURN TABLE AS-BUILT 1 \::11° / // CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION DA 12/07/2022TE SW 280.65 / Cl 75.87 213.00' 20°24'26" 75.46' S31°03'38"E 63+26.41, 18.00'R(RIVER TERRACE (N)) 64+65.32, 18.00'R(RIVER TERRACE(N)) / / APPRO� KC8 NY //:// C2 57.89' 75.00' 44°13'36" 56.47 S19°09'04"E 64+65.32, 18.00'R(RIVER TERRACE (N)) 65+16.01,41.17 R(RIVER TERRACE(N)) r�,/ SW 280.75 / / C3 5.51' 45.00' 7°00'37" 5.50' S06°28'03"W 65+16.01,41.17 R(RIVER TERRACE (N)) 18+56.66,45.84 L(PERTH) SW 280.47 / // C4 94.14' 200.00' 26°58'09" 93.27' S23°27'26"y/ 18+56.66,45.84'L(PERTH) 17+68.58, 15.12'L(PERTH) A�' / C5 27.26' 307.16' 5°05'07" 27.25' 540°06'17"W 17+49.68, 13.22'L(PERTH) 17+22.45, 12.00'L(PERTH) � SW 280.57 STA=19+98.1 / 'ill d ELEV=280.80 / C6 17.95' 300.00' 3°25'39" 17.94 N44°23'41"E 17+28.52, 12.00'R(PERTH) 17+46.45, 12.54'R(PERTH) NY* /)/ cP0 s.\` STA=19+99.17 / / - a \� S .>6 ELEV=280.85 / / C7 92.94' 72.00' 73°57'21" 86.62' N83°05'11"E 18+01.49, 15.83'R(PERTH) 66+32.34, 16.83'R(RIVER TERRACE(S)) lip 0 r•A •• \° 'v \` / C8 75.75' 1358.40' 3°11'43" 75.74 S61°32'00"E 66+32.34, 16.83'R(RIVER TERRACE (S)) 67+05.41, 12.00'R(RIVER TERRACE(S)) SW 280.42 / ��O6o `. 4 / M 4 TCT /Pq STA=19+97.15 // C9 42.67' 412.00' 5°56'02" 42.65' S66°05'40"E 67+05.41, 12.00'R(RIVER TERRACE (5)) 68+45.65, 12.00'R(RIVER TERRACE(5)) N S ,•moi,, ycpp •• ELEV=280.74 / C10 86.35' 200.00' 24°44'15" 85.68' N56°41'33"W 67+46.83, 12.00'L(RIVER TERRACE(5)) 66+57.77, 21.00'L(RIVER TERRACE (5)) rei SW 280.32 \o �o°• �o ��. `� / / _ _ , `'moo°O� 'r �8 / �.\ Q / C11 105.60' 75.00' 80°40'12" 97.09' NO3°59'20"W 66+57.77, 21.00'L(RIVER TERRACE(S)) 19+75.17, 20.04'R(PERTH) °t�'.' 4 / �i °p° , `� STA=19+85.01 •.\ / C12 1.98' 25.00' 4°32'08" 1.98' N38°36'50"E 19+97.16, 17.13'R(PERTH) 19+99.13, 16.95'R(PERTH) R:CiVeA, TeAlLaCe71 GUT 279.60,✓ ELEV=280.16 . / ��/,• `` AST A // / C13 13.13' 300.00' 2°30'28" 13.13' S45°08'38"W 19+98.15, 12.00'L(PERTH) 19+81.17, 12.48'L(PERTH) ?Tc L.) �� _ o«• c �,8�p8 / C14 28.11' 65.00' 24°46'54" 27.90' S59°31'38"W 19+81.17, 12.48'L(PERTH) 19+54.30, 20.00'L(PERTH) LU ›► m 6 `� GUT 279.45` •o° 40„ ••)(5> �B��F S // C15 33.57' 45.00' 42°44'15" 32.79' N86°42'48"W 19+54.30, 20.00'L(PERTH) 65+16.24, 31.80'L(RIVER TERRACE (N)) TafIO r M o r r i s o n� = it CO c�/v' .°. °�° '0%.°C) °O / `^ R �� i' o o°' ••o o / / C16 129.62' 150.00' 49°30'37" 125.62' N40°35'22"W 65+16.24, 31.80'L(RIVER TERRACE(N)) 63+78.77, 18.00'L(RIVER TERRACE (N)) ^I N �' J STA=19+74.17 e ,°0• / w �� d�.` ELEV=279.88 •90°pi• SW 279.70 / C17 50.79' 38.00' 76°35'13" 47.10' N82°34'37"W 65+24.68, 0.00' (RIVER TERRACE(N)) 19+28.81,0.00' (PERTH) 0 `� \ •o GUT 279.43 TC / /// C18 71.90' 38.00' 108°24'09" 61.64' SO4°55'42"W 65+24.68, 0.00' (RIVER TERRACE(N)) 18+52.88,0.00' (PERTH) SOUTH RIVER 0 Q O ••.\ _o t 01 / C19 49.94' 38.00' 75°18'05" 46.42' 586°55'25"E 18+52.88, 0.00' (PERTH) 65+97.65,0.00' (RIVER TERRACE (S)) O 2 5/ 7 SW 279.95, / N �`� �/ So �� So / C20 66.13' 38.00' 99°42'33" 58.10' N05°34'16"E 65+97.65, 0.00' (RIVER TERRACE(5)) 19+28.81,0.00' (PERTH) zW . / SW 279.49 TERRACE z, / / m X = GUT 279.28 9 / COSTA=19+54.33 /� STA=19+47.93 / AriA','So 8� / / V L vJ ELEV=279.44 C ELEV=279.31 SW 279.38 N ' / 1_ w _ 279.2$ \;'' / PHASE 2 O, � w / / a w co N/ / Z ) / / Q' \/ �/ SW 279.57 'S, / // ��` PRF > IL \ �,� F4, `^ iN / / // 64450PE \/ \/ \/ \/ \/ + // / W uSW 279.72 O ^ z o / \/ \/ \/ \/ \/ • 279.42 /� G/9,y 9'REGON(19 ��Q rn / \/ \/ \/ �/ �/ 219.08 > 2024 /� / RENEWS: JUNE 30, N ( ROUNDABOUT � °`` i � CURB RETURN \/ \/ \/ \/ 4 / \ PERTH ROAD L a 65+63 \/\/\/ \ \\ EASTERLY / k\/\/\/\/\/\/\/ 11 278. 9 \ Q \ Rh44 \ / \ I • Ln RIVER TER. SOUTHERLY PROJECT NO.: 395 103 N on SEE SHEET CR18 (i) TYPE: CONSTRUCTION L REVIEWED BY: KCS 0 0, 0 ROUNDABOUT NE - PLAN "' SCALE: 1" = 20' SCALE M 10 0 5 10 CR1 7 .._,P_ Q Z 1 INCH = 10 FEET Of/i - MAI' IMM oiiiiiikg • aumi 1 Ellin •iiiiii :. �Ium I1111� L ,,,. ow11ski!1IIIII■ -= --- 111111 �;�% `1 v..:• 10 : 1 KEY MAP 1:7......00"""--€11:1 CURB RETURN TABLE PACIFIC COMMUNIT' DESIGN 12564 SW Main Street Tigard, OR CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 97223 PERTH EASTERLY Cl 75.87 213.00' 20°2426" 75.46' S31°03'38"E 63+26.41, 18.00'R(RIVER TERRACE(N)) 64+65.32, 18.00'R(RIVER TERRACE (N)) [T] 503-941-9484 SEE SHEET C R 17 C2 57.89' 75.00' 44°13'36" 56.47 S19°09'04"E 64+65.32, 18.00'R(RIVER TERRACE(N)) 65+16.01,41.17 R(RIVER TERRACE (N)) / N,\/ \ v�v�\v/�\ / ® 112 '278 9 \\ C3 5.51' 45.00' 7°00'37" 5.50' S06°28'03"W 65+16.01,41.17'R(RIVER TERRACE(N)) 18+56.66,45.84'L(PERTH) 1ST SUBMITTAL: 01/04/2022 8b44 \/ \/ \ C4 94.14 200.00' 26°58'09" 93.27 S23°27'26"W 18+56.66,45.84 L(PERTH) 17+68.58, 15.12'L(PERTH)ELEV=280.40 / \ / \ / 278,74 \\N C5 27.26' 307.16' 5°05'07" 27.25' 540°06'17"W 17+49.68, 13.22'L(PERTH) 17+22.45, 12.00'L(PERTH) REVISIONS \/ \/ \/ N \ C6 17.95' 300.00' 3°25'39" 17.94 N44°23'41"E 17+28.52, 12.00'R(PERTH) 17+46.45, 12.54 R(PERTH) NO. DATE DESCRIPTION • \ /�\ /�\ /�\ /�\ / \\K • \\ C7 92.94 72.00' 73°57'21" 86.62' N83°05'11"E 18+01.49, 15.83'R(PERTH) 66+32.34, 16.83'R(RIVER TERRACE (S)) \/ /\/ �/ �/\ /\/ �/ \\ C8 75.75' 1358.40' 3°11'43" 75.74' S61°32'00"E 66+32.34, 16.83'R(RIVER TERRACE(S)) 67+05.41, 12.00'R(RIVER TERRACE (5)) _v \/ \ /v\ // \ C9 42.67 412.00' 5°56'02" 42.65' 566°05'40"E 67+05.41, 12.00'R(RIVER TERRACE(S)) 68+45.65, 12.00'R(RIVER TERRACE (S)) \ / \ /�\ \/ �\ /v\ /v \ \\\ C10 86.35' 200.00' 24°44'15" 85.68' N56°41'33"W 67+46.83, 12.00'L(RIVER TERRACE (S)) 66+57.77, 21.00'L(RIVER TERRACE(S)) \/ �/ \/ \/ \ \\ C11 105.60' 75.00' 80°40'12" 97.09' NO3°59'20"W 66+57.77, 21.00'L(RIVER TERRACE (5)) 19+75.17, 20.04'R(PERTH) SW 280.48 \ \ C12 1.98' 25.00' 4°32'08" 1.98' N38°36'50"E 19+97.16, 17.13'R(PERTH) 19+99.13, 16.95'R(PERTH) 80. \\,// \ \ /�\ /�\ / v\ / 19 a\ \\ C13 13.13' 300.00' 2°30'28" 13.13' S45°08'38"W 19+98.15, 12.00'L(PERTH) 19+81.17, 12.48'L(PERTH) ✓ v v \c \/ v ELEV=279.479 11A 1\ SW 280.86 \ \ C14 28.11' 65.00' 24°46'54" 27.90' 559°31'38"W 19+81.17, 12.48'L(PERTH) 19+54.30, 20.00'L(PERTH) AS-BUILT \�� - °O \ \\ C15 33.57' 45.00' 42°44'15" 32.79' N86°42'48"W 19+54.30, 20.00'L(PERTH) 65+16.24, 31.80'L(RIVER TERRACE(N)) DATE ��/ \/ / \ / 0+00 APPROVED KC8 ` \/ v v SW 280.33 \''jt-- SW 281.18 i C16 129.62' 150.00' 49°30'37" 125.62' N40°35'22"W 65+16.24, 31.80'L(RIVER TERRACE (N)) 63+78.77, 18.00'L(RIVER TERRACE(N)) T / / 2+48 Q� ° 3� 3 \ \\ C17 50.79' 38.00' 76°35'13" 47.10' N82°34'37"W 65+24.68,0.00' (RIVER TERRACE (N)) 19+28.81, 0.00' (PERTH) LL L�• ', \N / C18 71.90' 38.00' 108°24'09" 61.64' SO4°55'42'W 65+24.68,0.00' (RIVER TERRACE (N)) 18+52.88, 0.00' (PERTH) W278.68 << ,� ° SW 280.09 \ \ // C19 49.94 38.00' 75°18'05" 46.42' 586°55'25"E 18+52.88,0.00' (PERTH) 65+97.65, 0.00' (RIVER TERRACE(S)) a �// \ ° \ / C20 66.13' 38.00' 99°42'33" 58.10' N05°34'16"E 65+97.65,0.00' (RIVER TERRACE (5)) 19+28.81, 0.00' (PERTH) o GUT 279.69 o oar o a o W © � 11 1 II /' o �o^' •' = i \ Gj\° SW 280.68 7 • 1• �/ ,C,(-' SW 281.00 N N W o o STA=66+31.43 STA=66+44.71 i SW 280.14 �•L °` "' ELEV=279.73 en- W 1 i --tri. -N ^ O i ELEV=280.21 GUT 279.77 u.J COA �. VJ q�° X000 C-'4 v o00 \ WVv CU i M I 17 0. S� 000. co / . oo. / ^) b U % ;• i ', \ Z ■ � a�` STA=66+50.45 ��. � Lu STA=66+57.77 a ay o r o r r i s o n w �\ ELEV=280.30 / i \ = Q�` ti �i � ELEV=280.41 O / '' a -o GUT 279.70 o STA=66+68.69 p ��>�o o n tiro / ELEV=280.52 ate' 4 SOUTH RIVER GUT 279.89 �� cb V SW 279.80 4,,:v• C8 1 a N' �� STA-66+79.73 a N °�° SW 279.96 AD ELEV=280.63 TERRACE 2 SW 280.19 ^ a �/ b� m .01 SW 280.25 SCO STA=66+87.03 4111)/ELEV=280.70 ^o, _ _ \� PHASE 2 I \/Jcpo SW 280.36 lig 3 8% ^ i� \6�X�p�i� STA=67+02.32 '�� ELEV28086 z SW 280.37 4.3% �/ SW 280.71 ^`b� STA=67+05.41 % PREF O /] d �� ELEV=280.89 �� a G ' ^ 64450PE 41 � SW 280.34 ` / � \ "\ � \ � '� 4 � � F'A CriSW 280.80 \ 4 ^/ �' STA=67+24.58 o ELEV-281.08 .. `x�w u \ N / OREGON ^ z ' 4'.7, ' SCHW r`' \ STA=67+46.83 ELEV=281.30 RENEWS: JUNE 30, 2024 a -- ' \ ° LI C9 i y " - ROUNDABOUT 76 a , ' \..,...... A CURB RETURN / co ....• ..-- ' a �� RIVER TERR BLVD U ' � � 4d d ti SOUTHERLY v, N _, n N Q o N PROJECT NO.: 395-103 c TYPE: CONSTRUCTION CO ("7) REVIEWED BY: KCS 0 ROUNDABOUT NE - PLAN rn o SCALE: 1" = 20' SCALE 10 0 5 10 rn M 2 1 INCH = 10 FEET Q Z CR1 8 — 0 (a LEGEND • Illill_ .,,,11 im PROPOSED RIGHT-OF-WAY ruIhI 1111111 EXISTING RIGHT-OF-WAY • �;;;;; ; PROPOSED STANDARD CURB PROPOSED MOUNTABLE CURBI �111 — PROPOSED CENTERLINE L. EO — / , - - PROPOSED PUBLIC UTILITY EASEMENT - s.= = _ I PROPOSED PROPERTY LINE PROPOSED LOCK-N-LOAD 000000000 RETAINING WALL �� PROPOSED A.C. PAVING KEY MAP PROPOSED PUBLIC SIDEWALK / / / PROPOSED PRIVATE SIDEWALK / II:Lei:1 I PROPOSED GRAVEL 23.00' ri PAr FIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR • • • PROPOSED ADA ROUTE 97223 -6-15.00'—o-- -t- T„ f-15.00' ► /// t 7 [T] 503-941-9484 0 0 Ni Ni 1ST SUBMITTAL: 01/04/2022 REVISIONS NO. DATE DESCRIPTION 18.00' 18.00' _ 1.- TYP. TYP. I I TYP. f oa oa c; I- cI- 0 _i _ o �23.00' I - - - - AS-BUILT TYP. SITE NOTES: , 1 DATA 12/07/2022AAPPROVEDKC8 OCONSTRUCT AC PAVEMENT SECTION PER DETAIL 1, / L / �. / / SEE SHEET D2.01. 1_4 TYP. O TYP. O2 O CONSTRUCT STANDARD CURB PER DETAIL 125, SEE o Z (2)---1F- ) SHEET D2.01. oo Ni a° OCONSTRUCT 6"THICK SIDEWALK PER DETAIL 120, SEE a SHEET D2.01. o - IPIIII--- o -� - - - - rn ;:i r—15.00' O5 INSTALL 4" WIDE WHITE PAINT PARKING STRIPE Ni rn 15.00' "' I 0CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL o0 rn- Ni 143, SHEET D2.01. SEE TABLE THIS SHEET FOR 1_ L DRIVEWAY INFORMATION. l Qa7exielthace as V I— CDOiL uJ uJ TYP. 1 o TaylorMorrison® © T "' b zr.o o R=5.50— —R=5.50 3 Ni - o 0 'LA°° SOUTH RIVER —— — — . R=28.50 R=28.50 0 a , / / TERRACE z \\ o_ - CONSTRUCT FIRE TRUCK TURN AROUND- z TYP. PER DETAIL 165, SEE SHEET D2.02. z Lj O SEE FIRE TURNAROUND SECTION ON D2.01 PHASE 2 a 1- o J z , DPROF G NE t I F r a 64450PE a — — 24.00' ri (‘G lit Op O'i o I /y • 9, Z „*s C SCH'NN rn 4—, . Lv RENEWS: JUNE 30, 2024 N 24.00' PARKING LOT a E76 FIRE N TURNAROUND V v DIMENSION PLAN a) N N 5 N Q o PROJECT NO.: 395-103 N co TYPE: CONSTRUCTION (31 REVIEWED BY: KCS 0 Os O M O SCALE M PARKING LOT DIMENSION PLAN FIRE TURNAROUND DIMENSION PLAN 10 0 5 10 I CR1 9 a SCALE: 1" = 10' SCALE: 1" = 10' m m m�� Z 1 INCH = 10 FEET CURB JOINT DRAINAGE BLOCKOUT SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 5' MIN. SEE NOTE 5 ROW 1>y L.-- 6' DWV (ABS OR PVC) I PIPE W/COUPLING ii-1 - - - - 1 1" BATTER 1 =11 ROAD 1„ 6 1 ' R ° 11. ROAD '... k. . ':'.'' .� •.:. p::aa.:':,;.;!. 1 - ° _n r. s, :.-:1.4•-•�.,w.,•. .<,,.: :... ., -1-- \\_ EDGE L it _ ,1 '-11 3/4>, R 6 ° -,� -ail `t-``'lif-lif-111°'fi'�-1, -X11-(f1-ff1-III- 12" .I 11=1 111 11=1 1=1 11=_ 7-1-_1111-T1111-7-1 ' ° '' 1/2"° °-11" 4 _Ilil -III-III- TT ° �I= 6II a n: 2" OF 3/4"-0" BASEROCK - i___ ° d ° -iii a ° a' MAX. `g11: 6„ 5„ -_-� - - DRAINAGE BLOCKOUT o �00000 0 0 0 0 °�- -s- 0 0 0 00ouo 00:11: /l COMPACTED SUBGRADE 3" I.D. SCHEDULE 40 BASE COURSE�� =ii= - z_ ii DWV (ABS OR PVC) -°- °a a °Q - PIPE W/COUPLING 2COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB Do00 O o 0 16„ O ' ' ° 0 ' ° a 0 0 0 o 0 ° 0 PLANTER ...-► 5' MIN. ROW A 0 0 0 o ° a - STRIP ° II �- 2% 6" 0 O 0 0 ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. ROAD . . .� ..101.'. ...;;_;`;:" 1 4;, a ' _(t..I =•111=11T=f1f=1. ;7111-f(1 1 �11_=' 2. EXPANSION JOINTS: �IIII�I111E1ll-III-III�I_ iIIII�III-11'- A. TO BE PROVIDED: 'ACIFIC COMMI • 'FSIGN i 1=III III-1 9" 1) AT EACH POINT OF TANGENCY OF THE CURB. 12564 SW Main Street Tigard, OR il 2" OF 3/4"-0" 2) AT EACH COLD JOINT. 97223 COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. [T] 503-941-9484 NOTES: 4) AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 1ST SUBMITTAL: 01/04/2022 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. A. TO BE PROVIDED: INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 2) AT EACH COLD JOINT. REVISIONS 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: 3) AT EACH SIDE OF INLET STRUCTURES. 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. NO. DATE DESCRIPTION IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. II PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, SECTION OF CONCRETE. 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. As-BUILT C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. I DATE 12/07/2022 SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED AND MAX. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL NO. 126 APPROVED KCS OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALEIIIIPIMII OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. ENGINEERING DIVISION CITY ENGINEER CONCRETE DWG. NO. ill ENGINEERING DIVISION CITY ENGINEER STANDARDDWG. NO. ENGINEERING DIVISION GTY ENGINEERDWG. NO. rr! . PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT ..\ PUBLIC WORKS DEPARTMENT CURB & GUTTER r-- 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. /+ 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 12 0 TIGARD,OREGON 97223 JANUARY 2013 CURB 125 2 5 TIGARD,OREGON 97223 _ JANUARY 2013 126 i TIGARD VOICE:(503)63G90-4N17197223 39-4171 - -TIGARD- VOICE:(503)639-4171 'TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE 1Z O M t. --.' ini 1111 151 DENSE GRADED HMAC M N SEE PAVEMENT SECTION TABLE `'�,Q� Tenytace, •i.•i.N.•i.•i.•i.•r.•i.•r.•i.•r.•r- WV r J •'• '•e'••'•r'•M•••••'•••••••••'••'% WET WEATHER SECTION: EXISTING DRIVEWAY - EXISTING DRIVEWAY - v i0tt-et.i'•i.•i.�i.•i WO:ts.,%•!. MATCH WIDTH & GRADE MATCH WIDTH & GRADE 1-` •:!!!,e, -•'••'•••''••%'•"•'•e%'•' BASE ROCK 6" OVER-EXCAVATION TO ACCOMMODATE _ %••!••t••!t•t••t•et••t•st95% A WORKING SUBBASE OF ADDITIONAL �„•„•,•.•,••,••,••,•f„- BASE OF MODIFIED ' A ' A TaylorMorrison. c.iE - I PROCTOR ASTM D1557 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X R/W LINE R/W LINE \7 \� \/\/\"% SEE PAVEMENT SECTION TABLE GEOTEXTILE FABRIC OR EQUIV. SHALL BE SEE NOTE 3 SEE NOTE 3 IL ��j\�j\jjjj PLACED ON SUBGRADE PRIOR TO ROCK. VARIES 6" 1 uJ COMPACTED SUBGRADE SOILS SEE NOTE 4 I SOUTH RIVER \ �\ �\ �\ �\ �\ �\ 95% OF MODIFIED PROCTOR 5 MIN 2% SIDEWALK 5 MIN 2% SIDEWALK 1 i 0 PAVEMENT SECTION SEF LANDSCAPE LANDSCAPE NOTE 3 LANDSCAPE I TERRACE o LANDSCAPE NOTE 3 a SEE NOTE 2 SEE NOTE 2 `V NOT TO SCALE STRIP STRIP STRIP STRIP a N I PHASE 2 PAVEMENT SECTION TABLE A A 0 30' MAX 30' MAX 1- - 6' ► 6' -0- �- 6' ► 6' -f L., PAVEMENT BASE ROCK THICKNESS 10' MIN 10' MIN ` F.D OFA , cc ,\_ �GINEF N HMAC HMAC (3/4"-0) LEVELING 1 1 /2"-0 PLAN PLAN 64450PE ROAD CLASSIFICATION TOTAL R/W �P' � R/W �P'.( :6:titid,ld--GoN � CLASSIFICATION THICKENESS COURSE AGGREGATE BASE 6" 0'S 4- 8" o'0 -in 0 3/4" PROJECTEDF CURTOP 2% MAX 3/4" PROJECTED TOP 7n 0LOCAL LEVEL 2, 1/2" DENSE 4" TWO LIFTS 10" 2" 8" OF CURB 2% MAX �G,9ti. 9 z� �� • Cr :;a' • . . . ' •.04.' 2c SCHW P �� M . A u STREET ° R _ ° 1111_=- 111=11 R/� STREET `-'��`°° I III I I1=1I �R/� RENEWS: JUNE 30, 2024 F _.Be 1_IT1-1 -- F��,q III=111 ��r �� a. J- ////O//////////////////O////O//00 . a . :: 1 1 1 1 1 1 1-' N NEIGHBORHOOD COLLECTOR LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 10" 2" 8" ° o'o o°o • ° . • °° = l E.111, `II1III-j1�- 0 0 0 0 . . f 11-111,. 1 _ o °oe - I�1III 0 0 0 0 o°°° ° ° ' 1�1-111 STREET a 0000° 00 o P= °°o° °0 08 0000voee Ill 0000 00°0 Po°ovoo��°,00 8 °V°°0=0;00 �'I SEE NOTE N0. 4 76 000 0 0 0 ,1, ,111„IIiI�II��lilii�iillill�-(iilll��tll l 000 0 0 0 ��Il ,l��l�l�l�irf�iilllTII��IT��I�'I DETAILS .5, 0 COLLECTOR LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10" 2" 8" 2" OF AGGREGATE 2" OF AGGREGATE 0 SECTION A-A (3/4"-0") COMPACTED SECTION A-A (3/4"-0") COMPACTED 1/3 v, 4 NEIGHBORHOOD ROUTE LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10" 2" 8" NOTES: NOTES: D 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. , 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. a 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. , 0 ROUNDABOUT LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 10"" 2" 8" PROJECT NO.: 395 103 o 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED TYPE: CONSTRUCTION MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 2 REVIEWED BY: KCS 6 ALLEY LEVEL 2, 1/2" DENSE 4" - TWO LIFTS 8" 2" 6" 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. o (FOR COMMERCIAL DIRVEWAYS ONLY) O APPROVED BY: NO SCALE APPROVED BY: r NO SCALE CITY OF TIGARD CITY OF TIGARD In OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. ® STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION COMMERCIAL DWG. N0. M ENGINEERING DIVISION CITY ENGINEER CITY ENGINEER o FIRE TURNAROUND LEVEL 2, 1/2" DENSE 4" - TWO LIFTS 10" 2" g" 0 PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT i 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. Q TIGARD,OREGON 97223 JANUARY 2013 w/LANDSCAPE STRIPS 141 TIGARD,OREGON 97223 JANUARY 2013 DRIVEWAY 143 -TIGARD VOICE:(503)639-4171 °�GL,RD VOICE:(503)639-4171 Z FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE D2 . 01 10' MIN. No- / 6" CLASS "C AC - OR - 3" CLASS "C AC / ON 8" OF 3/4"-0 1 i / -.— 2% SLOPE TO STREAM i III__ /��/�� -iii- / oo 0 b . . o O 0. . 0 1 1 1=11 J �� / U I I I I " " "III-" o . o o III- �o of i o� -111 - - - - - 00 0 0 0 o00 °b° 0° 0ffl 1I </�� / 4� T.��0,I I I,111��111;,111 111,,,111I I��_�� ISI 11 III 20 I n 1 \ — 2 r-4. ) r Jci 20' R 28" - ' I11 I1 I I=1 I I;I I r 1/......) �1COMPACT & STERILIZE SUBGRADE v � `/ CDU. 0 60 FABRIC /(74.14100040 a0 70' C aDMAINTENANCE ACCESS a00(9.(7 O ,moo On° C • I MONUMENT CASE & COVER \ 5' MIN. 'ACIFIC COMMUNITY DESIGN 2 1/2" A.C. 4" OF P.C.C. ON 4" OF 3/4"-0 12564 SW Main Street Tigard, OR �— 2% SLOPE TO STREET NOTES: 9 [T] 43 503-941-9484 PAVEMENT I ° G I %///////// 111-Iii-iil- WIDTH PER 'll,TiIII III- 4o i�- . o 111_7111117,M- DETERMINED 1. MONUMENT BOXES TO BE CAST IRON OR 1ST SUBMITTAL: 01/04/2022 11-I� 0.. o . :0_:0 0 0 .0 ISI-I�� STD. PLAN ° _ o. o. o D 00 ALLOY SUITABLE FOR HEAVEY TRAFFIC 0 0 (70110:000f 0 o'. . . LOADING #1036 OR 1033 SUPPLIED BY: -III- 'I I I I I-111 11 I '-1 111 I I1 I 4" A.C. EAST JORDAN IRON WORKS, INC. REVISIONS FABRIC (PART NUMBER 3680) NO. DATE DESCRIPTION 13127 STATE AVE PEDESTRIAN PATH OR BIKEWAY MARYSVILLE WA 98271 (360)651-6144 SALES REP: (503)367-7925 NOTE: NOTES: 2. ALTERNATIVE TYPES MUST BE APPROVED APPROPRIATE SIGNING SHALL BE 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" BY THE CITY ENGINEERING DEPARTMENT. DETERMINED BY THE FIRE MARSHALL. 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 6 FEET APART, 3. APPROVED FOR ALL STREET CLASSIFICATIONS. EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW AS-BUILT 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. FINISH GRADE. DATE 12/07/2022 4. COMPACT AND STERILIZE SUBGRADE. APPROVED KC8 CITY OF TIGARD APPROVED BY: NO SCALE CM OF TIGARD APPROVED BY: NO SCALE APPROVED BY: CITY OF TIGARD NO SCALE Tir OREGON MICHAEL A. STONE, P.E. lir OREGON MICHAEL A. STONE, P.E MAINTENANCE ACCESS OR �� OREGON MICHAEL A. STONE, P.E. MONUMENT ENGINEERING DIVISION CITY ENGINEER FIRE TRUCKDWG. NO. ENGINEERING DIVISION CITY ENGINEER I CITY ENGINEER PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT DWG• NO. ENGINEERING DIVISION ` DWG. NO. .,, PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 42TIGARD,OREGON 97223 � D VOICE:(503)639-4171 JANUARY 2013 TURNAROUND 165 TIGARD,OREGON 97zz3 JANUARY 2013 PEDESTRIAN/BIKE PATH 166 TIGARD,OREGON 97223 JANUARY 2013 BOX 1 70 __ - FAX: (503)684-7297 APPROVAL DATE i jIIL'�LW FKE:(503)(503)639-4171 684-7297 APPROVAL DATE TIGARD VOICE:(503)639-4171 FAX: FAX: (503)684-7297 APPROVAL DATE CI- L O i" t• As required in M EXISTING DRIVEWAY - Off typical sections N MATCH WIDTH & GRADE Street of construction _ 32' _ A Street plans �F ' ievtace 16' _ 8" R:cven., Area 4' MIN.1 LLD i R/W LINE SEE NOTE 3 1 ' T-cut (see 20„ I��\ �v \ o :... " Ai=i ' _ 7 I VARIES Surfacing jj/ note 1 ) TYP.1- ®■ 5' MIN. TaylorMorrison. 0-i 2% 2% 0 5' MIN 1 2% SEE Topsoil or as GROUND 45' _ NOTE 3 SIDEWALK directed �••`\!'�` �� Base Material �� 18"� \\Y\�� \�� `��% ,y/ �, >, - _ y 12" SOUTH RIVER ►� - SEE POST o - o 0 v SUPPORT DETAIL __/1 o SEE NOTE 2 A �- O 30' MAX Q a 6' ► 6' - ul > - 0 TERRACE 10' MIN _ao 4 a) CD c (D Z '� o J w U `~ c - 0 1. MATERIALS: PHASE F- 1 0 � 0Lii + PLAN ►� Ui O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL PR ccul ) i � '/ CD ^ a) T _ Dm _ POST. `� G I A14-4,,p 1 3 4" PROJECTED TOP R/W P� r;'' 0 _Q N �, �- 3"- - 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED 64450PE 5 / OF CURB 6" �\��\N N 0 w a.) I- GROUND 0 STEEL STIFFNER POST. K6 6(4( 0 ��, 0_ U �' \� \\ �\ Pr\ 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED . . c, OREGON ^ - - o =% MAX Q' ;�� Q \ O STEEL ANCHOR. ``G-9ti s 20° CoQ ti ti STREET c• SCHWPR� Ln eo • ° e ' %� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH °' %//O/////O//O 6" Min bedding M o °. ° d vo a .o ,. a. o O 6" ff oo ��oop ° • e° ° R�1'F,jq below outside of _ ED 6 _ O LOCK WASHER, OR 5/16" CORNER BOLT. RENEWS: JUNE 30, 2024 --o 0 0 000 , , o8a ovooa000ova Y pipe bell 3/4" - 0" MIN MIN 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND 0 0o i O N 000 0 0 0 crushed aggregate ', LOCK WASHER, 2 BOLTS PER RAIL PER POST. a 2" OF AGGREGATE °,I. '� i. 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND STREET SECTION A-A (3/4"-0") COMPACTED ��=.I )�a 1 WHITE CROSS RAILS. DETAILS 2' Min Trench \\� > \�\�� \\��j O 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NOTES: foundation i\\\ ii\i \\ FOR STREETS AND HIGHWAYS AND THE OREGON 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. stabilization o SUPPLEMENT. N ✓ if required 0 3F-1 BARRICADES 2 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 6C-8 BARRICADE DESIGN 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6C-9 BARRICADE APPLICATION MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: POST SUPPORT DETAIL a 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 0 4. SEE STD DETAIL NO. 146 ACCORDANCE WITH THE CURRENT STATE OF OREGON PROJECT NO.: 395-103 c 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION TYPE: CONSTRUCTION I 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. L 4. BARRICADE FOR SIDEWALK IS SIMILAR. REVIEWED BY: KCS a 0' M O APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TTGARD NO SCALE CITY OF TIGARD NO SCALE OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. M F:r STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION TRENCH DWG. N0. ENGINEERING DIVISION STREET DWG. NO.PUBLIC WORKS DEPARTMENT CITY ENGINEER CITY ENGINEER CITY ENGINEER •� I. PUBLIC WORKS DEPARTMENT ■ PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. a TIGARD,oREcoN97zz3 JANUARY 2013 w/CURB—TIGHT SIDEWALK 1 42TIGARD,OREGON97223 JANUARY 2013 BACKFILL 1 RO TIGARD,OREGON97223 JANUARY 2013 BARRICADE 1 92 D VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 - v TIGARD VOICE:(503)639-4171 D2 . 02 Z FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE PATTERN: SD-12 (BELGIAN BLOCK) 18" EXP. JOINT W/ 12" ow 6" i 1" f ROUNDABOUT TRUCK APRON SEALANT, TYP. i 1 1/2" OUTER CONC. CURB AND GUTTER R=1/2" h ce`a (SEE DETAIL THIS SHEET) ROUNDABOUT TRUCK v „ APRON INNER CONCRETE o 18' 7.5"h 5 I_ CURB (SEE DETAIL THIS f CONTINUE REBAR SHEET) a R_1„ a R=3/4' REINFORCEMENT THROUGH // "' ° a a d ° N OUTER CURB 1 d //y /\i///\� X a /\/\/\/ / / / M TOP OF ` 3� � J a R=3/4" L_ FINISHED !/ / //..// d d d GRADE — 2.0% Igiiiiiigligailffir 1' MIN. 4" OF BASE a` ° d 3/4" Ali . ° UNDER CURB a a a STOP SIGN LOCATION ] ] d el A ° a 1/8 R=1/4" \"' (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK MIN. 6" OF °Q d PERMANENT SIGN INSTALLATION) STRIPING - AGGREGATE BASE .T1111. 11 c _ i\ PC/PT11 4 BARS 18" ON CENTER (3/4" / 0) =I I I I ISI I� �t�e- - � ' • 144714V t- 6 _' # #4 BARS 30" ON CENTER (TYP.) ;•-•-•-•-•-•-•-• • � SIDEWALK 2" ABOVE AGGREGATE BASE CURBSIDE 3" PIGMENTED CEMENT CONCRETE TCOMPACTED MOUNTABLE CURB TYPE 'A' 3.7 s� ACIFIC COMMUNITY DESIGN (3/8 —0) ROCK MIX ON O T opE P _ 12564 SW Main Street Tigard, OR 3" UNCOLORED CEMENT FOR CURB RETURN CRUSHED ROCK RgNs //�ci, 97223 CONCRETE (3/4"-0) ROCK MIX INFO SEE THIS SHEET m 18" _ �/• SFilib,t* [T] 503-941-9484 TRUCK APRON CROSS—SECTION DETAIL 12" --� 6" 1" f TRUNCATED DOME 6 NOT TO SCALE 5 1 2" / " w DETAIL /\'1 )- k�4 / 7 1 2 i 1 1/2" 1ST SUBMITTAL: 01/04/2022 / v R=1/2" <" LL 1"R FACE OF CURB o U U '-P� �� REVISIONS—II 3 I ° ' ' u ' 1 © © © �P P� NO. DATE DESCRIPTION 10" 12" CENTRAL ISLANDI ; a v o Q� EXPANSION iii � � � � i—sir a° � R=3/4.. 111-1 I-1 11-1 11-1 11-1 I I-1 I I- M R=1 N O O O o w OBJ F� JOINT (TYP) 1/2"R-4: 4 -III-III-III-III-III-III-III: o - 6"R III=III=III=III=III=III=III=° N 'a 'RP G' .. • •� Y w • 1111111111ii1111�1111��111,��llllillll I O O O Q z LL 1/2"R Z _L R=3/4" 1 JKB o1 • w Q H PC/PT ° 6''R ;� 2.5% CIRCULATING LANE o a ° a ° ° u d —\� ° °a 3/4" v� — ` I TRUCK APRON 1/2" ° °d a . ° c° B ° ° a e ° N ° AA a a 4 iv ° °° ° ° °a° ° ° ° ° ° ° ` <° ° ° d a '0 R=1/4" RAMP TEXTURE e ° a a ° Q ° °6 ° a n a 4 d a d d PATTERN DETAIL PLAN VIEW AS-BUILT a d 8° ° ° a ° I a .. a < ° 1 4 1,-10" » ° ° ° ° ___��--:----- --- -- � �� DATE 12/07/2022 #4 BARS 18 ON #4 BARS 30 ON ° r.•—•-•-•-• 4 z ;W V=V=V= 104:04 :.�.-��-��-�- APPROVED KC8 CENTER CENTER (TYP.) I ° G -•�•�•�•�•�•�• W *•e..e*.* 4' - 4' - 6" NOTE: MATCH CIRCULATING LANE 2" ABOVE BASE 9 1/2" r CROSS-SLOPE I- COMPACTED MOUNTABLE CURB TYPE 'B' 2%_y FLUSH CRUSHED ROCK I III-= - 12: 1 1- - - a8° o °bo peoove So ROUNDABOUT TRUCK APRON OUTER ROUNDABOUT TRUCK APRON NOTE: '1=111111-1e111241,,1111�11I ��° 111 I�°I- 1111-111—III—i iii I 11-"Ii---'*° ,°° e o_ '' % ��O TRANSERVE CONTRACTION JOINTS "-ill— ` CEMENT CONCRETE CURB AND GUTTER INNER CEMENT CONCRETE CURB 111-1�-°°- o8eo°�°°'� o =� v NOT TO SCALE NOT TO SCALE ARE TO BE CONSTRUCTED AT INTERVALS 11-111 0 00 0 0 0 0 0 0 NOT TO EXCEED 12 FEET. CONCRETE 4" P.C. CONCRETE —11I I I:_ a 0o 0 00 0 0 00 _o SHALL BE 3000 PSI, 2-4 INCH SLUMP. III-1 I - o 00 0 0 00 0 00 0 2" 3/4"-0" AGG. BASEROCK �' ''I-I II-110 0 0 0000000o o0 0 1. ALL CONCRETE IS TO BE MOUNTABLE CUR B 4,000 PSI STRENGTH M 3 NOT TO SCALE NOTES: SECTION A—A (" 2. THE (3/8"-0) CONCRETE MIX 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. SHALL BE POURED 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE R.97eite iejtACA•Ce IMMEDIATELY AFTER THE EDGED ON 4 SIDES. u_ (3/4"-0) CONCRETE MIX STEEL PIPE SPECIFICATIONS 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. r rr HAS BEEN PLACED ASTM A-53 STEEL, SCHEDULE 40, 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. T�yIOI MOI 1 ISO o BLACK, HOT DIPPED, ZINC-COATED, WELDED, SEAMLESS 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. CONCRETE NOTES 3 1ci /2-INCH STEEL STEELPIPE a D,5004.0 0" I,D 4,026 THICKNESS THICKNESS 2370.226" 6. SEE STD DETAIL NO. 146 Lu CITY OF TIGARD APPROVED BY: NO SCALE Lu N rr, ENGINEERING DIVISION OREGON MICHAEL A. STONE, P.E. CITY ENGINEER WHEELCHAIR RAMP DWG. NO. SOUTH RIVER PUBLIC WORKS DEPARTMENT T3T25 S.W.HALL BLVD. 128 TIGARD,OREGON 97223 JANUARY 2013 b I I ' 3 1/2" STEEL PIPE BOLLARD TIGARD VOICE: 5 3) 6 -4171 APPROVAL DATE 0 CAPPED AT TOP PRIME AND PAINT SAFETY FAX: TERRACE a / YELLOW. 2 2" o PHASE 2 Q 4" ROUND X LONG STEEL 5� H 44" / COLLAR, WELDED T❑ BOLLARD, 0 48" / PEDESTRIAN PT(HIGH SIDE) HLi] WELD 2" ANGLE IRON TO CROSSWALK ,�� D PROFei , H CASING 3/40 0 0 0 0 0 3 c�G I NE-4,,p,.. v' 66" AND COLLAR DRILL 1/2' HOLES ;0000 000000< 6445OPE o 1 FOR PADLOCK ' ',°0 0 0 0< / w�1 / CONCRETE PEDESTRIAN FINISH GRADE CURB (TYP.) o 5' OREGON o^ QZ o 'I Q° �G/9�1! 9 20 �O 1/20 tiC �1. M 4" ° % SEE PLANS FOR SIDEWALK WIDTH \g-iiA bo1 SCHW PR(REFER TO DETAIL BY JURISDICTION) • I C RENEWS: JUNE 30, 2024 STREET 7',56" /T/j/,/' j�/j�/j�/j� 4" STEEL PIPE CASING ,� LANDING DETAILS \%�\%�\%\moi i \%�\%�\%�\ 5' X 5' MIN. o 121 I \ \ \ \\ \\ PEDESTRIAN \/\\/\\/ �� \ \\ CROSSWALK //\/\/��\\/�\\/�\\�•�\\\\/\\/�\ P❑UR C❑NCREATE 6" THICK 0,0,o 4 2 o //\ \ //\//\//� \ \ \//\\ \/ AROUND PIPE CASING, 0 I1 �t �Q 0o0o0 a 0o°o° X 3 LANDING Ln o pC 2020° — — — 5' X 5' MIN. PROJECT NO.: 395-103 o GRAVEL BASE, 12" MINIMUM (LOW SIDE) TYPE: CONSTRUCTION oREVIEWED BY: KCS 44 !--------- OPTIONAL PARALLEL RAMP as o AS NEEDED M co M REMOVABLE BOLLARD r,, CURB RAMP 2 ° / NOT TO SCALE \ NOT TO SCALE Z / \ • e � ii 11111 o mini l INLET DATA: 1 - - - �1�1111 _ T.. Iii., 1 ii! 3A SDCI 14.1 t 11+03.86, 30.50' L -, N (PERTH) = 0 ., I RIM/TC = 245.76 `��11� 6IEIN = 240.41 .. ,= =, / ii 10.50LF () IN -I- _i ,h, @5=0.0800 � 11 10" IE OUT = 241.91 11-111111TrA' . ``� 48.38 LF (PVC) 14101 @5=0.0125 3B SDCI 14.2 KEY MAP 10+80.61, 18.49' R (PERTH) - RIM/TC = 245.33 GENERAL NOTES: 10" IEOUT = 240.86 \� SO 20.08 LF (PVC) 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. // �l �1/ @S=0.0200 Pl€11:11 / y ,, 2. ALL PVC TO BE ASTM D 3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN n - T� / 7 3E SDCI 14D.1 NOTED. / ,' I' 15+23.01, 18.50' L - 12564 SW Main Street Tigard, OR 97223 N I I // _ ��"f/ �� RIMR/TC)= 264.36 [T] 503-941-9484 ��✓ ,; 10" IE OUT = 259.03 STORM NOTES: / 17.41 LF (PVC) //t p @5=0.1448 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 SHEET D .01. j 18 Z I _X / o, .� � 3F SDCI 14D.2 REVISIONS % + ro u' 6.00' / s'/` 1I` a. SDC�PUE, TYP. I/,'1/ , S 1 /��,+ . 15+22.50, 18.50' R 1A CORE INTO EXISTING MANHOLE #14 FOR 21" (PERTH) AND 10" STORM LINE CONNECTIONS. NO. DATE DESCRIPTION --�'_ /14D.1 \ , ,/ / RIM/TC IEX SDMH SDCI 8 � / / ADJUST RIM AS NEEDED TO MATCH FINAL ` #EX 14 14.1 TYP. 6.00' �� 1 10" IE OUT = 259.02 STREET GRADE. I 1A 3A - 2A 2 18 PUE, TYP. \1 ®� // //� 19.69 LF (PVC) Z Ln SDMH 133 @5=0.1275 2 INSTALL 6" PVC STORM SEWER LATERAL @ \I -- - - - - 6x0 • �� / 146 S=0.0200 MIN. PER CWS DWG NO. 520, o I ° - 1�V • * 1 s . SHEET D3.03. SEE TABLE THIS SHEET FOR �� M �S �/ / 132LATERAL INFORMATION. SWPERTH ROAD , i S1D4E" 1312A INSTALL 6" PVC STORM SEWER LATERAL @ uP1 o r S s ss o ss =��'�' �, � '� S=0.0200 MIN. FOR FRENCH DRAIN BEHIND U - - ��T +00 , - i `s+00 I 4+00 D ir� • As_BuILT -- 1 so i SD I SD I SD o, 11+00 SDLN 14 12+00 13+00 1 +� ■■ _ SIDEWALK, PER CWS DWG NO. 520, SHEET o ! _� �� SDMH 130 D3.03. CITY INSPECTOR INSPECTION DURING Ln 11 - SDCI 14D INSTALLATION.Ill I.II DATE 12/07/2022 w �, /` j - - -- 1 14D.2 129 APPROVED KCB o ! ~� I SDMH 3 INSTALL INLET CATCH BASIN (CG-30) PER i� uu°° I 3B I 1 1 14C \128 CWS DWG NO. 330, SHEET D3.02. SEE TABLE o / i� • (SDCI TRACT DD o 1 SDMH \127 THIS SHEET FOR INLET INFORMATION. I 14.2 I 14BI 126 I 124 125 18 CONSTRUCT 1' WIDE FRENCH DRAIN ALONG THE BACK OF SIDEWALK, DRAIN TO LATERAL 00 4 1 __ REFER TO SHEET 318 FOR CONNECTING TO SDCI 14.1. SEE DETAIL 1, ''�' O SHEET DTL3.05 - P-- STORM POND DESIGN SDLN-30 18A CONSTRUCT TEMPORARY 1' WIDE FRENCH DRAIN 20' OFF FROM BACK OF SIDEWALK, SEE SHEET 320 DRAIN TO LATERAL CONNECTING TO SDCI 14.1. SEED DETAIL 1, SHEET DTL3.05 SDLN-14 - PLAN M SCALE: 1" = 50' Qcve nxievtace, M N rn 290 290 TaylorMorrison. _ci cu LJ- STORM LATERAL TABLE ,LSOUTH RIVER Lu 280 - - 280 LOT # STATION LENGTH SLOPE IE ® LOT = tz' 139.60 LF 18" (PVC) 257.57 124 4+51.45 (SDLN-14) ® S=0.0380 36.09' 21.18% 37.72' 25.31% 258.14 TERRACE 0 80.19 LF 18" (PVC) 125 4+85.20 (SDLN-14) 35.92' 16.99% 258.12 @ S=0.0300 011 0 270 iii!M270 **126 5+19.56 (SDLN-14) 35.79' 7.90% 258.95 PHASE 2 FINISH GRADE @ 45.37 LF 21" (PVC) - 8" WT/12" SD = STORM CENTERLINE ® S=0.0232 1.78' CLR 127 5+38.92 (SDLN-14) 37.75' 12.32% 261.12 a 79.70 LF 21" (PVC) I 36.49' 8.04% 2`/).52 @ 5=0.09580/ UNE .1,,,„filiiiiii °Z EXISTING GROUND @ 5' p�WA�E•_ _ _ 'r 128 5+65.24 (SDLN 14) 38.08' 17.786 260.77 � D PROFS, , 260 STORM CFiNTERLINE j1•� - �� - +_� 260 - 129 5+96.15 (SDLN-14) 38.59' 13.57% 263.05 - c�G I NFF,Q/� 1 _ _ i�l ,.3 ,9b 262.21 64450PE os� 6+24.60 (SDLN-14) 35.06' 14.46% 263.34 / o IIIPIPIIIIIIIIIIIIP"- O 0 . 130 6 127.31 (SDLP) 11) 36.74' 3.17% 2G3.GIIW� - r;rn S �� 131 6+58.70 (SDLN-14) 36.87' 18.65% 266.08 •1 p a o - -- - - .1 .• �_ w N 17.25% 265.56 �jy 'I' g 2G ,��i "' - - 86.10 LF 21" (PVC) g z Z C R� - 132 6+81.27 (SDLN-14) 37.67' 17.94% 266.64 SCHWP 250 ' - - ® 5=0.0160 SANITARY v ^ 250: so RENEWS: JUNE 30, 2024 - - MiliLlL p LATERAL, TYP o• oo N N **133 7+27.30 (SDLN-14) 36.18' 21.24% 269.20 N - I Ili L co - ~ N - - + = `+ Z 0 140 1+44.54 (SDLN-14) 53.50' 8.52% 244.66 = •II = a � Q IIWW SDLN - 14 240 / - o H o- H , x- 0- 240 139 1+54.54 (SDLN-14) 53.49' 8.91% 245.09 76 1_ , ,_ _ �� 3 8.64 LF 21" (PVC) STORM PLAN E ® S=0.0220 v rn 138 2+12.54 (SDLN-14) 53.48' 13.99% 249.08 D STORM M Li-; v oLATERAL, TYP N ce N 3 Jce 3 Ftt PROFILE - _ o :o w w " 'o• Cu- - **BROKEN/MISSING LATERAL BOARD -' 1 Z v N p Z W Z J Z Z v Z Z 0s 230 - _ 0 1 M _ _ M 1 sdO o v �• 230 Ln W c. Lf1 X M• r, • Lr) N Ln v - '0 �O '.0 N I� 00 N +,,-' IN o v v Z M ^O so N `0 PI ,r N �_ ^ N N N `.1 ^ CO rl N in M Oin N• D` ONO ,- Z_ Z ^ ® N Z Z " <+ �1 oiZ Z Z = Lu -- M Op Z = � _ + ' O � _ + � O � _ + ' O .0 = + so -- Q W •00 O• M N N N rn II N I- = II H 71- N w w w = II E- IIIIf N W W W = II F- N W w w w = II I 10 N w W .O O . II II II II m Q W Q c - _ Q w Q - . Q W Q . - - _ Q w Q c _ + OInZZZZ CHa H ,'- cV 0Ha F- En cnHa F- � Oo C) H 00 o _ _o = + O v) v, Ln - N ,- c.l Ln vi vl ce c� N Ln Ln .-. in ceN r N vi vl .n oc N PROJECT NO.: 395 103 v, 220 0 II I- II N W W W W W 220 (i)C x H a H o : o c%4 . , TYPE: CONSTRUCTION W H v) D_',- N .- .- N L REVIEWED BY: KCS o i . ca, 0 rn cD HI - CLASS 'B' GRANULAR BACKFILL If BEDDING - 210 210 SCALE cy, M 0+751 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 50 0 25 50 301 Q SDLN-14 - PROFILE m m m�� 1 INCH = 50 FEET Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' e : ill OMNI 1111111 L • l SDLN-21 ••. III •'••. � SII�� I� ��' L� SEE SHEET 310 SDLN-26 i� ��I�� /� • �a SEE SHEET 315 __ _ ��'� SDCI ��• �.� s �� -I= = *404 � 14H.1 _ • I II'�' x 3A % - t . `�v� TRACT S Cy��o 1,5q ck. w •SDCI SDCI, O� s� CT 91 • .' �- 2�1� 14JJ.1\14J.1 / C0��y 'Q \\ SDCI o A/ G,p4yr6 6.00' 14L.1 ..... �� 3 I �� 3G 3C _\ PUE, TYP. TRACT Q O . 'i LIE •LL LL LL\ .,,. . ' \ _. 4, �., _ _ 3E KEY MAP LL LL LLL - _`-\= .,• <4. LLLL LLL LL LLL htir • 8.00' �_ LLi LLLL L '""--,1111 - LLLLL LLL LLL LLLL L� LLL LL � LLLL LL. � \ � ••�i•�F LLLL L ' P -V • PUE.TY - ___ /Q LLLL ®� . ,�� GENERAL NOTES: LLLL L \LL LLL, N W 'ttttt��l 55 IIS II°�' i�7�liY1� �'�,r�• \\ -- \ •. Z W -SDLN-14 +Iii1iii xNiJNNN�1 III ./ LLLL - _ \ P4L! LL �L LLLLII ,'I� ti!" 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. J = �� . Fr,€11:0 // oFiii-,,,-SDLNM14 M • � LL L LLL Q r^ ` -_� \ LLL LLLL ■,�_ � Pe �/, / _-_ • e' d 2. ALL PVC TO BE ASTM D 3034 UNLESS OTHERWISE •`•� L/'LLLLLLL L LLLL� ` RO(� o: LLLLLLLLLLLL�LLL � ,�� Z .�. O qo S NOTED. PACIFIC COMMUNITY DESIGN W � - i�� - 12564 SW Main Street Tigard, OR • - - - - `I' 97223 r _ 2 �� ' ss , .� �\,<\‘7 .J [T] 503-941-9484 \ 3B o 1 SDMH ► / 11! ,•*w so • txX°° NC` A T RM NOTES: sDc1 SDMH SDMH \. r I I 6.0013 - ' < • - S O 120A 1 3D 1 / w�4 14H.2 14H 141 7 • SDMH SDCI SDMH PUE, TYP. SDMH SDCI �� O _ ' III � �' t10 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 - o I14JJ 14J.2 14J 96 97 14K 98 14L.2 SHEET D3.01. �� I SDMH *ALs = A ( N } I 95 99 ►- III 14L SDMH '► REVISIONS - ►- , 2 INSTALL 6" PVC STORM SEWER LATERAL @ u 100 14M `• 1>c SDLN-20 I N \\ � 2� �� S=0.0200 MIN. PER CWS DWG NO. 520, SHEET NO. DATE DESCRIPTION t_ 101 102 1 N\\ . `. ,C D3.02. SEE TABLE THIS SHEET FOR LATERAL SEE SHEET 308 _ - • - 103 SDMH Gj<3\/ 4 INFORMATION. -- - _ , 14N G_V 3 INSTALL INLET CATCH BASIN (CG 30) PER CWS `�J► DWG NO. 330, SHEET D3.02. SEE TABLE THIS SDLN-14 - PLAN104 S SHEET FOR INLET INFORMATION. SN/ SCALE: 1" = 50' INLET DATA: AS-BUILT DATE 12/07/2022 3A SDCI 14H.1 APPROVED KCS 18+14.81, 27.53' L (PERTH) RIM/TC = 278.52 10" IE OUT = 271.38 28.94 LF (PVC) Eln @S-43.1-645 0.1790 3B SDCI 14H.2 18+15.09, 19.52' RIEJ (PERTH) 0 320 320 RIM/TC = 278.70 10" IE OUT = 271.56 a 24.45 LF (PVC) r7 @S 0.2021 0.2151 R.Wejt, TevtaceM N310 3C SDCI14J.1 ,-->; 47.69 LF 12" (PVC) 19+83.47, 13.87 L TàyIorI\1orrison®@ S=0.0247E (PERTH) PROPOSED 16' RIM/TC = 280.27 10" IE OUT = 275.00 274.0 NI oM 300 WATERLINE 300 10.62 LF (PVC) SOUTH RIVER IL @S�.1-E3E34 0.1224 ,�▪, FINI►H GRADE = STORM CENTERLINE 53.09 LF 12" (PVC) __ / EX STING GROUND 5=99644 _ --- 0 ■ 3D SDCI 14J.2 TERRACE 16" WT/12" SD ST RM CENTERLINE 0'0622 19+85.21, 20.23' R 0 290 3.74' CLR 10"SD/8" SS i/' 290 (PERTH) 2.38' CLR RIM/TC = 280.17 ,_ 18" WT/12" SD _ PROPOSED 6" II!!!!!!!!:i 10" IE OUT = 273.48N 3.45' CLR 43.99EWATERLINE �� _ 23.54 LF (PVC) PHASE 2 a 139.60 LF 12" (P C) ' s• o R - @5-0.0203 0.0331 s v 18" (PVC) @ 5=0.0317 Fz• � 113.99 LF 12" (PVC) 0.040• i ' IP O 280 @ 5=0.0380 il ��' 0 �� @ S X78 280 24 3E SDCI 14L.1 ,01‘4G PRQ�F / " ! O IWATE'" 21+73.80, 19.44' L64450PE Iu_8" =11111111.V.- I�rti-•'� _ (PERTH) O lirRIM/TC = 290.67Kt w` - rn _!I____...iii�� 10" IE OUT = 286.09 v OREGON ^ Z ..� 92.12 LF 12" (PVC)_ 19.40LF (PVC) fe`.i- 9,1, 9, 200 CoQ 0 270 - = ��_ �, - 0.0321 270 @5=0.1402 tiC• ��ti r„1 t ' _ , ,-0.038 SCHWA Ln �� .1 RENEWS: JUNE 30, 2024 12" (PVC) N 3F SDCI 14L.2 a 59 . F 18" PVC @ 5=0.0363 (PVC)_ N. n Ln "' ,o NI NI WI ,c "' 21+52A6, 19.56' R Ni N 260 0.0539 N 'gid CO• 00 00 °� N 260 (PERTH) SDLN - 14 0o J N N 3 J - J N 3 J - 3 J 7 c'rn - RIM/TC = 289.23 a 0.0276 N M 10" IE OUT = 2©•1.2&283.7 � MN � N "' o _ _z _ o Ca O o zz � _ M o Wv o wz � STORM PLAN • , -- .. .. .. .. • .. _. _.--- 28.73 LF (PVC) z J N `1 N 3 J Ni - J N 3 n 0\ •. O� N N . N . N N .: p N . r. @5=0.0200 " r WN r w3 r Ca .co r; N O O _ MM r+ Et PROFILE M M W O • so N . II CO II so CO CO CO II CO II CO • CsII 0 ili Z Zl%13 ,,, : - ZZv N Z ZZ •, O O N r ,_ NNN ,O ,ONNN ,p O� NN O M ^ �" H 250 J �.......� J N .�..� �• J =.-. • CO - . II iI II Y CO . . II II J ^ O II II II Lt7 II Z II II 250 Q _ _ _ 3G SDC114JJ.1 n 51 ^N LA vv •e7 rJ N ,O _ '- o0 ON O CO ' - - O O = °0 - - O ' '- = N O, - - - O N = N 6,- O ' th = M O - - O 4J u9 O N��pp v N O O N O' N ° O 7N = II 1 II N W W W = N II NW W W = NH II NW W W W = NI II NW W = N1 II MW W W L • `O c :-.171 ` gS % .I1 II N ANN II � Q LL' Q & - - - � -A177 ,7� � aW a & - - - - aW a &- - aW a � - - - 9+73.89, 29.98' L N E- ^ C. NNN -1O el cI- . OO N O d H INfN fN OHd I- NOO Cs' o - d I- N NI CII- H NNN IN " 2E N I II I 1 __ CO II II II . -, ^ .. II II N N N EE C) C) rq N N OC .- .- .- N N un E2 un .n un 62 N un .-N E2 .- (SDLN-14) Ln x- CO _ + Z Z Z 0 ,- CO I . + o - - �� ,- p, _ + N - - O .� = n F- °i° iI WWW W = ,I °i N W W = )7 1:7 9 N W W w RIM/TC = 278.70 a N,, a _ - a N,, < , - - - a I,, a - 10" IE OUT = 274.85 13 OF- a °obb 00 aI- a I- ooN io 0Ha H NO N a 240 " " v " ce - � - � " " " ce ,- .- v- " " � " o � � � 240 30.00 LF (PVC) o @5=0.0675 PROJECT NO.: 395-103 N c TYPE: CONSTRUCTION T REVIEWED BY: KCS 0 rnCLASS 'B' GRANULAR BACKFILL $ BEDDING 0 230 230 0 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 SCALE 302 c„▪, rn 50 0 25 50 Q SDLN-14 - PROFILE I.I._° ;Mi) �� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET STORM LATERAL TABLE Gra-- _ _ .• .. LOT # STATION LENGTH SLOPE IEC LOT II- • 1111111 011111'Jem 72 17+21.83 (SDLN-14) 30.00' 10.87%4 44% 311.57 •313.50 m I„", I i 73 16+36.17 (SDLN-14) 30.00' 4.72% 305.63 t 1,1111 P I Inn 6.00% 306.17 I I 31.14' 13.47% 303.78 %I 1111 11111111N! 74 15+51.17 (SDLN-14) 30.00' 7.91% 302.27 OlII,. Ilf��' SDLN-14 SDLN-24 SDLN-23 35.29' o .. == - 1 ,`,,, 75 14+83.17 (SDLN-14) 9.62% 299.14 �, -�`;� 30.00' � �� SEE SHEET 302 SEE SHEET 313 SEE SHEET 312 - Mm �_. u •, N - i 76 14+32.94 (SDLN-14) 37.45' 10.90% 298.72 = C' \ '7 \ I � I I w M \ I 30.00' 6.28% 297.00 N I n W. ` / _\j),".,_,' (1,- 0 LI' Iii 0 \ k� \ SDMH SDCI I z o \\ I 14P.2 6.00' ISDCI o o Q \ 140 140.1 90 I r\o-0 N , I 3E 77 PUE, TYP. 71 I w _ \ I 58 KEY MAP • • 102 \ .. wi ,, 1. .. ___,,,, J1 .� _ «;1.1..»«.�-.Hii .�-g., _________________ - - - - _� + 3 l� - - M GENERAL NOTES: V) I . I / L <� � � s In 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. \ 0' 1W 1:7.......00€1 \ O 14+00 1 SS SS 15+00 O SS - 16+00 SS _ SDLN-14 SS 17+00 0 17+35 - _ SW 165TH AVENUE O z w 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE so I so I so so I - -I PACIFIC COMMUNITY DESIGN 103 -- ; 1=---- � v :; _„Al,_ � = NOTED. ��• _ 1�� - 12564 SW Main Street Tigard, OR ■ N Jr, ► �-leak�\\ _ .... \\i\\\\\\\\ , 1.c\\\\\\\\\\\\\tel►\\\\\\\\\\\\\\\\\\\\` \\ I �� .O'\, 97223 �, � -_ - -- - __ - W [T] 503-941-9484 Z g ( III STORM NOTES: 104 o - U) "' 0 3C 3B 1 3D 6.00' 12 2A 1 I • 'O + Q� o :31 SDCI SDCI SDMH SDCI PUE, TYP. TYP. SDMH I 0 r 57 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 ce N 1140.3 140.2 14P h 14P.1 I I 14Q I I� SHEET D3.01. I c = 76 75 74 73 72 � 6.00' REVISIONS 105 I PUE, TYP. 2 INSTALL 6" PVC STORM SEWER LATERAL @ Ja' 6.00' I I I I 6.00' �\ 11 S=0.0200 MIN. PER CWS DWG NO. 520, SHEET NO. DATE DESCRIPTION PUE, TYP. I I I I PUE, TYP. % <11 D3.02. SEE TABLE THIS SHEET FOR LATERAL "' I \ \ \ INFORMATION. _ _ ' I \\ . __ \._.' vopik 2A INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL SDLN-25 INFORMATION. INSTALL A SAND COLLAR AT SEE SHEET 315 MANHOLE CONNECTION PER CWS DWG NO. 030 SEE SHEET D3.05. SDLN-14 - PLAN 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS AS-BUILT DWG NO. 330, SHEET D3.02. SEE TABLE THIS SCALE: 1" = 50' SHEET FOR INLET INFORMATION. DATE 12/07/2022 APPROVED KCS INLET DATA: 3A SDCI 140.1 10+51.62, 15.50' L (165TH S) RIM/TC = 301.80 10" IE OUT = 297.23 296.4 18.50 LF (PVC) 340 340 @S-8.1314 0.108 -� 3B SDCI 140.2 10+51.62, 15.50' R (165TH S)N ! RIM/TC = 301.80 R97eA„ ieVtaCe 330 - 330 10 IE IN = 297.00 N 28.98 LF (PVC) .0794 2' 0 OUT = 296.80 296.4 TaylorMorrison. _ci FINISH GRADE @ 12.50 LF (PVC) STORM CENTERLINE @S-6.1.666 0.176 0 M 320 320 M E IISTING ',ROUND C� PROPOSED WATERLINE 23+70.40, 21.60' L SOUTH RIVER w S ORM CE TERLIN 3C SDCI3+ .140.3, w = (PERTH) "' RIM/TC = 301.80 - M111111"111111111111111111- 10" IE OUT = 299.30 I 99.08 LF 12" (PVC)- 8"WT/12" SD 28.98 LF (PVC) TERRACE 310 @ S-8.9226 4.13' CLR 310 @5=0.0794 0 0.0242 pTER.NE o _47.69 LF 12" (PVC) _ $' D1 3D SDCI 14P.1`V@ S00231 I 11+53.11, 15.50' RPHASE 2 moiVIIMO� � (165TH S) v 300 - � � p M _ / I ce Z- .., 300 RIM/TC = 306.33 O J M 10" IE OUT = 302.24 301.4 -1 PROFS' Z �'��■ -EI 0/•�/ SANITARY b o - 12.73 LF (PVC) � G I NFA ti)6 -- WA 001111111.111111111 ` STORM LATERAL, C in 00_ •N 0 @5=0.2805 0.2121 c� F� o O-� _ ATERAL, TYP 201.81 LF 1 " (PVC) ci _ ' v o IL 64450PE -- / ■ .•` EWER N II) @ S=0.0527 u,-2 `^ ^ Ln II o O .o ^ - 3E SDCI 14P.2 rn /- 0.0547 = M Z w OREGON ` 290 _ - t` .o _ a u, a u w 290 11+94.45, 15.50' L etc` �9 O^ QZ .o � - ^' o F- iv (165TH S) G/ + 9, 20 O C' d' ` 4N N In cc - N N • 0' Z 23 az `n `� `� RIM/TC = 308.33 y0 '\v `�' o o - ^ Laz w •• o 0 0 .ro oo =• 10• " IE OUT = 304.00 303.2 SCION o N - �- O . 00 47.50 LF (PVC) RENEWS: JUNE 30, 2024 @S 9.6905 0.0842 N C� C\ Cn C\ II J 00 00 C O O O N (C.,1-, N ftJ N , - L+ N N II II II _ NI- + v) + .� Zzzz SDLN - 14 280 oC• * C. 11 N O 7, N ON N M 1 , _ `' OM W W W W W 2°O _ - O+ _ 4+ O Z Z Z o Q H N N O O N = 7 ~ aMWw - -LLI V, vv, E STORM PLAN I ON 0 270 N 3 270 PROFILE z n O p W Z N N cri V O N • C` C'r a"' N Cr); N + II 11 - 2 260 = o = ' ww W 260 On � � - � m ' � iN PROJECT NO.: 395-103 N c I TYPE: CONSTRUCTION liD o CLASS 'B' GRANULAR BACKFILL Et BEDDING 0-1 REVIEWED BY: KCS 250 250 O 13+50 14+00 15+00 16+00 17+00 18+00 SCALE M SDLN-14 - PROFILE 50 0 25 50 ___-___ 3 0 3 ° HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 C 50 FEE Z er% • nil 111 _. ci Ili L: ■ .. .mi= ilik , 164 : RE S��0 0 SDLN-14 Tr KEY MAP SEE SHEET 302 I � GENERAL NOTES: Plei I.'1 II:0 Iwo, , 128 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE \ \ `�� NOTED. PACIFIC COMMUNITY DESIGN \ o� \� 127 12564 SW Main Street Tigard, OR \ ?�.ii��ick \ 97223 SD15 H\ •• ``Q *$ T R M NOTES: [T] 503-941-9484 2A 1 �►,", 126 S O s 36 i-\' / \ p� SDMH 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 — 1 C r,OD G -. 14C SHEET D3.01. �� wig \\ 4+00 3+00 2 INSTALL 6" PVC STORM SEWER LATERAL @ REVISIONS I \ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET NO. DATE DESCRIPTION I I I I' II I' \ ) \ i,,_ 11111111111111111 D3.02. SEE TABLE THIS SHEET FOR LATERAL 13+00 12+00 11+00� M1� r„ 11� I INFORMATION. Xo \ ; 2A INSTALL 6" PVC STORM SEWER LATERAL @ $ 3A 1I i�� L——— S=0.0200 MIN. PER CWS DWG NO. 520, SHEET SDCI I 113:1 —— — D3.02. SEE TABLE THIS SHEET FOR LATERAL - 15A.1 I INFORMATION. INSTALL A SAND COLLAR AT as- 0 0pMANHOLE CONNECTION PER CWS DWG NO. 030 O 0 SEE SHEET D3.05. CITY INSPECTOR INSPECTION — �+ = Ia REQUIRED FOR INSTALLATION. a 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS - AS-BUILT DWG NO. 330, SHEET D3.02. SEE TABLE THIS DATE 12/07/2022 . SHEET FOR INLET INFORMATION. / {QV® KC$ ;O:I I I 1 o , , / INLET DATA: SDLN-14 3A SDCI 15A.1 SEE SHEET 301 10+64.89, 15.50' L (168TH) RIM/TC = 265.22 10" IEOUT = 260.66 -� 7 19.38 LF (PVC) SDLN-15 - PLAN ®S=0.0753 re) = 3B SDCI 10+64. 9, . �n rn 10+64.89, 15.50' R �V t, TehltaCe (168TH) ,"',I 300 300 RIM/TC = 265.52 re> 11.62 LF (PVC)260.69 TaylorMorrison® C) ®S=0.1282 U- 290 _ — c, SOUTH 290 SOUTH RIVER w \ EXISTING GROUND @ Lu = \ STORM CENTERLINE FINISH GRADE @ TERRACE STORM CENTERLINE 280 , , , 280 QI I �\I -- N PHASE 2 = 270 _67.88 L7 15" (PVC) 270 ,� D PROFF,„, o C� 5=0.0552 clili 6445 PES/� 'CT o NF rn 260 Iftiliol 260 ��G,v1+OREGON c 2�o OQz c• SC HW PRrnLnS -0 RENEWS: JUNE 30, 2024 - N Q N250 250 DLN - 15 = a _ 8" WT/12" SD 0.97' CLR a 0_ STORM PLAN cece O 00 240 E ^ 240 Et PROFILE ce ZZ v 3 Z w O I, Z v Z .p LI) ri 0 D v, • O' N OM N• N Ln CO 00 O� • N O , u� � N 00 II O O -C A Z N O N II E- •0 N N - a 230 .0 Z Z-- o $ Ni Z Z o 230 Lc) = n 7 N w w w = T n N w w w PROJECT NO.: 395-103 v, � H � la- � 0 0 Ln CI H `O H � - i n on "' "' " "' "' `^ `^ `- `�' TYPE: CONSTRUCTION 3 REVIEWED BY: KCS o H CLASS 'B' GRANULAR BACKFILL it BEDDINCi H 220 220 rn c. 6+50 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 SCALE 304 M 50 0 25 50 Q SDLN-15 - PROFILE ———�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET e : L■ 1=11 o 1111111 • 211111 i1111111 p 11111 ;1111111 i, 1 SII 1111 31111111 LE ■■I1II■ IMP)i) .. 1. =!L s, ,,,,,,i 1111 1 • 11�� N.- KEY MAP GENERAL NOTES: I:tei:',1 0 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 STORM NOTES: SDLN-14 SDLN-28 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 SEE SHEET 303 SEE SHEET 320 SHEET D3.01. /. ll-ct,icgtg. i / / ,, ��/ /' \ 3 INSTALL INLET CATCH BASIN (CG-30) PER CWSREVISIONS • /'• . / 96 / Wefo / 109 /,;%/ ° / • TRACTIN / f DWG NO. 330, SHEET D3.02. SEE TABLE THIS NO. DATE DESCRIPTION 0 SDMH oo Q. °j/ / /' ' // �/ \ , SHEET FOR INLET INFORMATION. 141 o SDCI :ftft'• TRA -JY' CATH BASIN LEAD " (rj CT V • w • ABOV'WATER MAI / TRACT X 20A.4 SDCI I- / AftIiits Qv ' 20A.1 95 „ • 1 WALL SDMH SDCI 0.: \ Li / / vii, EASEMNT / 20C / ,9 1.,-4- - , -1.:' -'-di:ii 11,,, ittkirt ,, ( A 20C.1 till kJ _Y • P1 ., \/ • °, As_BuILT0 J;,,y , PUE TYP. ' ":: limp, ° y, x � 6. QJo % J o DATE 12/07/2022 JjJ Zo w s % V/ vQ / JJ� • -_� OO 4. 400" ` - >GB} • -� r� - APPROVED K CS ,Jyy-Jo<, � / INLET DATA: i7111111111111----1 4 3D y� / 1 �X 3A SDCI 20A.1 -/ .,DMH o SW RIVER TERR BLVD / J - y� ~SDCI L �� 66+45.34, 25.90' L D� 14H\ r \ ' (RIVER TERRACE (S)) Eln Se/ 4 /�� / 0 ■•/ • . / 8.00' �I� ��AP N� N RIM/TC = 280.09 F1 �� 0°/ 4I 10 IE IN = 275.29 3B i SDMH �/ / PUE, TYP. 118 / 11 4t•` .SDMH / p o ", 38.80 LF O h'FF SDCI 20A 20A.3 206 / /TT "per p CSS=0.0200- 3 i 20A.2 TRACT AA EA EAhENT/ / 117 // / \, /^� ° . 10" IE OUT - 275.09EMMA �2 / / ��1 / 34.15 LF (PVC) SDLN-20 - PLAN SDLN-28 cs=0.1697 3B SDCI 20A.2 v SCALE: 1" = 50' SEE SHEET 316rn 66+35.76, (��n� (RIVER TERRACE (S)) Weh. RIM/TC = 279.96 NIM rn 14. IEOUT = 274.96 TaylorMorrison. 40PVC)5 o El SDCI 20C.1 O 69+58.97, 13.50' L IL (RIVER TERRACE (S)) SOUTH RIVER ``' 310 310 RIM/TC = 288.03 = 10" IE OUT = 285.39 24.07 (PVC) TERRACE CSS=0.0956 0 O 3D SDCI 20C.2 O 300 300 69+46.78, 13.50' R a N (RIVER TERRACE (S)) PHASE .54 a 10"1IE OUT =RIM/TC = 284.54 s ZFINISH GRADE @ , CSS 0.1143 VC) PR( F,�, _, PROPOSED 12" I1 WATE' STORM CENTERLINE r aG 0 290 156 53 LF 12" (PVC)- / 290 64450PE�/ ® S=0.0376 �/ 3E SDCI 20A.4 O 60.34 LF 12" 'VC 0.0358 �_ _�,/ 1+42.93, 47.60' LKt w 94.31 LF 12" (PVC) C� 5-8.8419 � / " OREGON ^ . - 71.42 LF 12" (PVC) I. (SDLN-20) � 9 O Q o Ilk @ S=0.0203 C S=0.0431 0.0373 rn I -�� -- 2- 1- 01---- 1, / i RIM/TC = 278.55 /y '1! 9, 20 �O � 10" IE OUT = 276.06 C• SC Wil A�6� 280 iMmil _� �� 280 iI 38.80 LF U INII CSS=0.0200 RENEWS: JUNE 30, 2024 -4° I 111,111111111.5111111111111111 NI a _ __ _1_ Mir SDLN -20 76 270 QI - - - - _ _ _ _ _ _ _ - 270 EXISTING GROUND ® STORM PLAN z"0 8" WT/12" SD _ STORM CENTERLINE N 0 3.65' CLR Et PROFILE Y PROPOSED 18" 260 ' DI WATER - I - - 260 cu 0. _ CO N ce O 3 1 N N co N J O N -i N W Z _ O N in N w > Li N. z `r,,, O W W Z N Z `� 3- J Ni Z Z W O Os N O`tr) O .�Z M J `� co J W CN Q Ni M tn M U N N N LLr1 in M LI-LI 0 11/ 0 `� Ni W O c., Lf') M NI • co .• M N D` O� N N L[1 Q N N �- O CO O O •O` n N ,O • sO N II T M M N N N NiQ PROJECT NO.: 395-103 250 0 � NN M73 _ i o nN 250cal TYPE: CONSTRUCTION N Ale, a0 + H NO� _Z Z_ Z_ = Q O O N N ? m0 W ,_",c, U - u_ N O N n 1 - co = 0+ Z Z Z 0 = � W 7 N W W 1-1-1 O OA � Z Z O N N ce �+ °Z O NOS ~ °+° N Z Z D = i' 7 IIWWWw a > a - - - - = `II. J NWWW 1QZaNWIy = 0. _ + NWWW REVIEWED BY: KCS L - H • a H iV 00 iV o0 of of `.of H v�: iV iV iV o F- a' H NiN 0 I- Fe I- - o o iV ON V1 V1 ....V1 m ,- ,- ,- ,- V1 V1 n•IY •- •- •- V) V) rr V1 Ct x- •- N N N x- x- x- O rvlCLASS'B' GRANULAR BACKFILL &t BEDDING o 240 240 cr. 0+75 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 SCALE 308 M 50 0 25 50 Q SDLN-20 - PROFILE m m m�� 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' e � _ , ■ ■11111 e�iUIIII pang flhII Lio • 111111 ill i H_ >11.11h:::41(1- 13 M. 71= =!IL ,,,,,,,,,4 _.", 1110 ‘ i KEY MAP GENERAL NOTES: Plei:1 0 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. I o .. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN I NOTED. ,� '/ in 12564 SW Main Street Tigard, OR �I/ 97223 [T] 503-941-9484 8.00' STORM NOTES: 0 I • PUE, TYP m — 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 ce II SHEET D3.01. _ co s w w 64 REVISIONS NO. DATE DESCRIPTION SDMH SDCI I 3 1 0 5 INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 2 • FUTURE ALIGNMENTS 21 H.1 1 N – + 300, 310 & 320, SHEET D3.04. SEE TABLE THIS II 5A in / N SHEET FOR INLET INFORMATION. air.:) NN2 Lam- .., i�1;��7�,////4 N � 22+00 I 24+00 25+ ss I W o� II tl_ II ' 10ID� - - - -I— I � SDLN2 ppl� SD 1 — • T _ ? I �x 11 9+00 — _ _W �.� - 5 v 1 � oo �. .+ �� . , / -, W AS—BUILT Kv. ,r, • i vl O ! DATE 12/07/2022 56 – u 1 c''' APPROVED KC8 NI SDCI ' ' a"_[ 0 : I . 1 21H.2 Ln . SDMH -� .-I 21G ' . 65 •• • INLET DATA: . il; ' 1 , 5A SDCI 21H.1 'O_ Ln 1 . I : 24+32.53, 12.50' L } (EVERTON) aRIM = 310.49 L .. o 10" IE OUT = 306.35 SDLN-21 - PLAN SDLN-21 15.61 LF (PVC) M SEE SHEET 310 @S=0.2037 SCALE: 1" = 50' 56 SDCI 21H.2 f< )et, ievtace, rn (-,4 24+32.61, 12.50' R M (EVERTON) RIM = 310.49 ��n® v TayloriViorri0EOUT = 306.37 o @S=0.3312 M W SOUTH RIVER 340 340 TERRACE � �� EXISTING GROUND ® a 330 \ J STORM CENTERLINE 330 — \\ PHASE 2 (171 PROPOSED 0 tr; FINISH GRADE @ \\ 18" DI WATER o STORM CENTERLINE \ PROPOSED ��` Nk- 'Lii F 320 64450PE o \`4 16" bI WATER320 �• 'I' OM \ - - - - `OREGON ` Z � XMW�t l _ 12" SD/8" 5S_ 0 1.69' CLR �- 4'• g 9-O Ash a. 310 -� 310 C. sc o P.,° rn RENEWS: JUNE 30, 2024 _ra 1""Ile_ a ° 222 74 @ 51F 15"=0.0100P `) SDLN -21 N 3007(1 0 SANITAR SEWERi 300 STORM PLAN 57. 3 LF 12' (PVC) 8"WT/10" SD o @5=0.0412 4.76' CLR Et PROFILE y v 290 290 111 N ate-, O E 2 O O J M-- 0 —F LD M 0 N N ON ,O O O N Q M M M r.1 • W O O II "' _ ` z .p �, ^O' °O - Z `,' I 280 o � ozz — � 280 ("i) PROJECT NO.: TYPE: 395-103 CONSTRUCTIONth N � � o- - tan N ce 00 M = N (Y ten w w w C = II II w w w II w II II REVIEWED BY: KCS rL36 In N N > N — 0 0 0 ~ > ~ — N N Lr' w H O O H N N � N w � 0 O, 0 270 F'...1 CLASS 'B' GRANULAR BACKFILL & BEDDING 270 LEL> 309 13+00 12+00 11 +00 10+00 9+00 8+00 7+00rn 50 SCALE 25 50 Q SDLN-21 - PROFILE m m m�� 1 INCH = 50 FEET Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' e � oum. . .. loom 11111 „ STORM LATERAL TABLE • 2 11111 iiuiiiii LOT # STATION LENGTH SLOPE IEC LOT I �IIIII I> , SII IN 3111111E **94 3+39.49 (SDLN-21) 50.25' 3.27% 288.75 0 U1I1111 IIP **BROKEN/MISSING LATERAL BOARD = =I= E` '4* - t = 7 ,� rN 0 SDLN-24 SDLN-14 SEE SHEET 313 SEE SHEET 302 S KEY MAP // 82 I,w, 85 93 1i� \ TRACTS SDMH ;?,/,) SV. GENERAL NOTES: 1:1114.]::1 � \ I ILII O SDCI � 1 141 • ��p 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. � �l _ 1'L SDMH 21 A.2 I 1 : . 1 ::,_14Q,x17,\:"07::7:: k2. ALL PVC TO BE ASTM D-3034 UNLESSOTHERWISE �,.�? 21A5B \ / Dc9 NOTED. PACIFIC COMMUNITY DESIGN m�*� 94 SDMHSDCI SDMH :(; O I SDMH SDMH 21B 1 X /oS �� ' �� N 12564 SW Main Street Tigard, OR 83 21F.2 21F �� 21E 84 8.00' 21C TYP. 1 ,.. //b� 55� 97223 3F 1 �� _ -. 1 PUE, TYP. 2 _ _ . •A / p [T] 503-941-9484 Q , I O STORM NOTES: 0 O •,I - - a .• IMM, iI ,�� : : • : ° a, �' / ZW INSTALL STORM MANHOLE PER CWS N0. 010, 1ST SUBMITTAL: 01/04/2022 -M M '�� ASHEET D3.01. L ^^ ' � / _ REVISIONS Z W iln M, 60+00 M 61+00 _ / s - 62+0o M +0; M • / •° ° i W 2 INSTALL 6" PVC STORM SEWER LATERAL C� s ��+�� S=0.0200 MIN. PER CWS DWG N0. 520, SHEET NO. DATE DESCRIPTION JI +�, �� i�- N-21: ' O - • ' LU D3.02. SEE TABLE THIS SHEET FOR LATERAL Q (/) O � ss SW RIVERSTERRACE BOULEVARD O ., 5A � � INFORMATION. massossio W .. ' _ • • 2 A 11 PUE,OTYP. 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS W ° • ' • DWG NO. 330, SHEET D3.02. SEE TABLE THIS • C� SHEET FOR INLET INFORMATION. 3E . . 5 INSTALL CG-2 CATCH BASIN PER CWS DWG NO. SDCI = - • N,� : _.-••••••-•-•••"-- - _ �� 300, 310 & 320, SHEET D3.04. SEE TABLE THIS f 21 F.1 SHEET FOR INLET INFORMATION. AS-BUILT o � N 8.00' PUE, TYP. TN PUE, TYP. DAA12/07/2022C8 SDLN-22 INLET DATA: SEE SHEET 311 5A SDCI 21A.1 SDLN-21 - PLAN 64+58.12, 16.50' R SCALE: 1" = 50' (RIVER TERRACE (N)) Standard = 280.11 280.7 10" IE OUT = 275.11 17.86 LF (PVC) ®S 0.1161 0.2133 t) 58 SDCI 21A.2 64+63.48, 19.43' L (RIVER TERRACE (N)) "? Standard = 279.83 280.5 M10" IE OUT = 274.83 272.3 :(ve) ievtace, N 320 320 18.58 LF (PVC) � ,�; ®S-6.14310.0108 39 26 LF 1 (PVC) m FINISH RADE E+ 3E SDCI 21F.1 1 \1ItrFV1trriason.010 STORM CENTER INE 60+54.85, 27.50' R � o � (RIVER TERRACE (N)) r1 16" DI WAT • -e1�_ EXISTING G"OUND C RIM/TC = 311.95 11 310 _nr STORM CEN 310 �� 10" IE OUT = 307.30 305.5 w 39.05 LF (PVC) SOUTH RIVER to 18" DI ATER �__ _ CSS=0.2358 0.1805 3 222.74 LF 15" (PVC) ``�' ` S-0,9-6498 3F SDCI 21F.2 300 ® S=0.3100 IME1111�mmar � _ 300 TERRACE Il \� 60+55.19, 27.50' L 0 0 - � RIM/TCTERRAC��(N)) a - MIN �� SIM&V 10" IE OUT = 307.44 a ' 'RY SEWER �� 34.33 LF®S=0.2680 PVC) PHASE 2 N �\�a 79.25 LF 15" (PVC) J - �_\� ��C� S=0.1211 PROPOSED 290 8" WT/12" SD 290 PI'�F o Ln 147411r 16" DI WATERC��n0 7.16' CLR 100 03 LF 1:" (PVC) �V GI NFj o - - - •" (PVC) • S 0.0120 41.1111 64450PE� M N C S 0.1016 1 rn J N v J N �' 0.0967 PROPOSED K6 6(441,1d--____, 0 280 0zZ zzz ,, o z azo 41,E 18" DI WATER 280 o ri o rn oa OREGON ^ Z M I �, orimmw, 4 9 20�,v�Mo �vo � rnovl0 ooaN O� N 00 O�O� O� N �•� . .� M W w p N N cii I W w . N N O ` _�t��=��-�� SC HW PR + H c0 Z Z Z = + H O� Z Z = �iim� N o L i 7 O N . w Ln o - - O \1� i 8" SS/12" SD RENEWS: JUNE 30, 2024 - .0_ , w II M W W W W = W II M w w w J N N _ � a > a - - - - � a > Q - - ib.s_ignineurire; _. - 0.78' CLR a 270 RHE1,-.7, � indbin o � 62 � 7NIulu - M oZ Zo - 270 NI � � • M �� o SDLN -21 = V O N Q W � � ^ f�1© N STORM PLAN r6 U � � O M ? N - N N ' Z O OC ( w E .o M N 0' _to = II W II N W W b •p 260 - � N � � � � �� • 13 Zi 3 W -- N W3 � N 260 PROFILE I o a O4 1111 -° Z Z n Z M b -° Z N Z Z IA I II O J O J 4J _ m_ CO W .- N U O N 00 rs, O M U ` ' CO I� L N M H N - O Il g M N - N N N rn a O N •' ON• •I� N Li) = N Ni W W O .- N N N II I • �'' O .. •• so so II N Q > Q I I - -- - < � W o M N CII N 1- Cr,- n W O '. I II N ~ Ci H E H in in N H O o� Z Z Z ' + H O Z Z Z � � min a 250 - - = Q � a WWWW I = aw wwww 250 Ln Ln `r' � `" CCN- a- a- � Ln "' � "' CCa- x- x-iN � PROJECTNO.: 395-103 N - - c TYPE: CONSTRUCTION •j I3 � - CLASS 'B' GRANULAR. BACKFILL & BEDDING - �� REVIEWED BY: KCS 240 240 c. 7+00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 o SCALE 310 M SDLN-21 - PROFILE 50 0 25 50 _ _ _ °- HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' - m m Z 1 INCH = 50 FEET - , e � - - 1- 01111oI•iiii milli Mum i■ t, t Iir i 11111) ig. lowI111_�111 - ,-- -- ,� . _ -yr 1 W" KEY MAP I . I I - 1 I E - 1 1 ,K o GENERAL NOTES: 1 +- 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. Ple1:0 o3 1 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN 1 �' 141 NOTED. 12564 SW Main Street Tigard, OR 1 SDMH SDCI ••" I 83 97223 • 22A 22A.1" ; [T] 503-941-9484 1 © I STORM NOTES: _ FUTURE ALIGNMENTS . "° On I� 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 00 SHEET D3.01. O D: + N W 2 INSTALL 6" PVC STORM SEWER LATERAL ® REVISIONS I- 17+00 16+00 15+00 70 14+00 S=0.0200 MIN. PER CWS DWG NO. 520, SHEET / 18+00 I SDLN-2/I Z LLINO. DATE DESCRIPTION o 18+-- _ ____-1--1 I I – I I I I – • _ – - – I J = D3.02. SEE TABLE THIS SHEET FOR LATERAL irl+— �� 4+00 —3±1:10 _2+00- — 4 _ i-- _ o INFORMATION. ir 17- – W 2A INSTALL 6" PVC STORM SEWER LATERAL ® • .. in I .. ! ( - - LU rot o S=0.0200 MIN. PER CWS DWG NO. 520, SHEET U) D3.02. SEE TABLE THIS SHEET FOR LATERAL 11111 % , % I INFORMATION. INSTALL A SAND COLLAR AT SDCI SDMH ' I MANHOLE CONNECTION PER CWS DWG NO. 030 22A.2 21E 0 84 SEE SHEET D3.05. + I 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS /\3-BUILT ::./ . 1 1,,,, I DWG NO. 330, SHEET D3.02. SEE TABLE THIS 0 ::I I SHEET FOR INLET INFORMATION. DATE 12/07/2022 • ' N , .I I APPROVED KC8 • , 1r ,or""""wj , 1 -. ..,\ I .± . SDLN-21 SEE SHEET 310 SDLN-22 - PLAN SCALE: 1" = 50' INLET DATA: 3A SDCI 22A.1 15+17.31, 15.50' R a (RUBICON) r^, RIM/TC = 311.40 Weh. TeAhrkee 10" IE OUT = 306.20305.6 w r, 18.50 LF (PVC) N 350 350 C�S�A.2178 0.1351 3B SDCI 22A.2 TaylorMorrison® li 15+17.54, 15.50' L (RUBICON) M IL 340 340 RIM/TC = = 308 G.23 305.7 0SOUTH RIVER w 12.50 LF (PVC)- - - = — � v, - - - CSS- 0.1920 N N TERRACE N EXISTING GROUND o 330 N N N - STORM CENTERLINE 330 = N - - - - -NI PHASE 2 N 320 �� 320� \�� D PROFF � N \ 0 64450PE 8" WT/12" SD M • 5.25' CLR \ \\ REGON O^ Q- - o / • g, 2� � _ 310 I ..pi 310 yc• SCHWPR�1. FINISH GRADE @ I AER STORM CENTERLINE imsvammRENEWS: JUNE 30, 2024 N N I 0� = 30076 /'..5* 300 SDLN -22 cF,z.. ,P STORM PLAN S,0 06 t1 VC) — N 0 Et PROFILE U M O 290 J N Mp O ^ J R 290 O J Z ;/1 b O Z O N M 0 ^ M 0 O O •_ Li 7 O O N Ln In N N n O U Os O O I O n IT as II Le)0 N „+, 1/4, - NCO o z z 280 PROJECT NO.: 395 103 280 = II pp II . W W W = II E II II W W W 3 0 I- cc i- - o - i.l 0 H H iv in in TYPE: CONSTRUCTION to to ._- cn a' — — — Lr) cn — ,- ,- (7)- — REVIEWED BY: KCS 0 0 270 HCLASS 'B' GRANULAR BACKFILL & BEDDING I 270 M O 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SCALE 31 1 ci, M 50 0 25 50 Q SDLN-22 - PROFILE ———�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET Ofi_Ii_. _ STORM LATERAL TABLE t pin" _•iiiiii■ Ll LOT # STATION LENGTH SLOPE IE ® LOT a I; „ F1111 Irz-IIII" al 58 4+72.00 (SDLN-23) 38.00' 2.13% 310.08 TI I 3 L 59 4+13.00 (SDLN-23) 38.00' 2.17% 308.70 I_ iii �� 60 3+65.53 (SDLN-23) 38.00' 2.21% 307.60 •C C - �� 61 3+12.00 (SDLN 23) 38.02' 2.24% 306.35 P k ```�� 62 2+53.00 (SDLN-23) 38.00' 2.29% 304.97 110 ��` , ' 63 2+03.00 (SDLN-23) 38.00' 2.37% 303.82 KEY MAP 64 1+58.24 (SDLN-23) 38.00' 5.71% 303.58 65 1+60.74 (SDLN-23) 32.00' 7.41% 303.83 GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. :1r SDLN-5 66 2+08.00 (SDLN-23) 32.00' 3.56% 304.18 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUW' DESIGN SEE SHEET 317 67 2+58.00 (SDLN-23) 32.00' 3.52% 305.35 NOTED. II 3 I A J �� I ++ • 12564 SW Main Street Tigard, OR ❑ 1 8 00 I 1 . 1• W I 68 3+25.99 (SDLN-23) 32.00' 3.47% 306.93 3 [T] 503-941-9484 9484 I~PUE, TYP. # (.,->.,-, 56 69 3+63.00 (SDLN-23) 32.00' 3.44% 307.80 STORM NOTES: > • 1 / - o 1 . 70 4+18.00 (SDLN-23) 32.00' 3.39% 309.08 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 s. LL, SHEET D3.01. I 64 63 62 61 60 59 58 3 / 57 71 4+75.00 (SDLN-23) 32.00' 3.34% 310.41 w 3 • i • �� 2 INSTALL 6" PVC STORM SEWER LATERAL @ REVISIONS SDCI • 23A.1 23A 6.00' TYP. I 23C.1 6.01' NO. DATE DESCRIPTION > o SDCI SDMH S=0.0200 MIN. PER CWS DWG NO. 520, SHEET I f• ` c+o I 3A p PUE, TYP. 2 1 __ /. 13C PUE, TYP. D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. o ::::,:i �I - - - - ) fly 3 ■ -4,-1.4.m, - - - - . -1 ( _ivrwrixlccii 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS I I O:I ,�r -,,,-�+ „�� A_ • ��//��--- I Q11 DWG N0. 330, SHEET D3.02. SEE TABLE THIS N ~ 25+IJ r..»110 .. ,! 28+Qb� III `- SHEET FOR INLET INFORMATION. W t�00 ss s ss o • '' ss - ss i i s o Z W • SDLN-21 r,!' N SDLN-23 3+0 4+00 'I. 5+00 6+ 0 +11 Q v - SD w �.y. W fir`" EN �D r - . . ' W ��W7 der AW/ 1,-M%/A% AVir' /A' ///. SW EVERTON STREET i E /////Anil; - - W0 _ � '�� ' INLET DATA: AS-BUILT ii 1 :/ O ' I _.... M I 3D 1 3A SDCI 23A.1 DATE 12/07/2022 �, \ 3B 2 L 6.00' 1 1 .. rk'(4I� e f SDMH SDCI TYP. PUE, TYP. • I I 1 SDCI SDMH25+58.20, 17.50' L APPFIOVED KCS 21G 23A.2 23C.2 23C (EVERTON) . :I_ I I RIM/TC = 308.52 65 66 67 68 69 70 71 I oI� 6.00' 10" IE OUT = 303.95• .• f. r , I PUE, TYP. 20.50 LF (PVC) 1 _ IDA �� @5=0.1063 • 54 5 ' ' o 3B SDCI 23A.2 25+58.20, 17.50' R °'�• - 1 t I (EVERTON) c RIM/TC = 308.52 SDLN-21 SDLN-23 - PLAN SDLN-14 10" IE OUT = 303.98 tj SEE SHEET 310 SEE SHEET 303 14.50 LF (PVC) C SCALE: 1 = 50 @5=0.1524 3C SDCI 23C.100 levtace29+93.45, 17.50' LR:avit, (EVERTON) (-f•-).1 RIM/TC = 318.13 20.50 LF (PVC)4.41 TaylorMorrisort v @5=0.1044 u_ 3D SDCI 23C.2 M 340 340 29+93.45, 17.50' R SOUTH RIVER IL (EVERTON) RIM/TC = 318.13 v' 10" IE OUT = 313.G0 312.6 I' 14.50 LF (PVC) TERRACE I @S 0.09170.0228 0 330 330 a _ 8" WT/12" SD PHASE 2 (.' 1.04' CLR z a N INISH eRADE @ Z 65.9 LF 12" (PVC) .TORM I ENTERLINE �� PREF, 0 320 @ 5=0.0179 - - 320 ��G I Noire / vl o EXISTING GROUND @ -435.26 LF 12" (PVC) ` 64450PE N STORM CENTERLINE @ S=0.0236 K6 6(4 18" WT/12" SD - _ _ WATERwwwww ' G FFG v/4/REGON�0 oQz 310 o 4.45' CLR - _ _ _I _ _ a • 310 /2C S• c' P��1� M - - - - CHW RENEWS: JUNE 30, 2024 _a Millimm-000.111'-ti 111111111 a3000 _ -- SANT fARY SEWER SDLN -2 3 i � � =ATERAL, TYP � 3 y STORM Z Z STORM PLAN 16"WT/12" SD LATERAL, T YP �' m- NiN Et PROFILE N 3.61' CLR �, Ni M o U Z N M M II Os 15 290 ce N .- N _ 3 = N M W W w 290 Q w Q - _ J ��N J �Z O 0 N w N - 0 0 iN HM 0 c,i � O;• M O N ^ M• O • ' O • O N O O O N N as M 0 00 II • 0% ^ 000 II N ^ M M 1 W M M M M 15 h t_7 rn Z o u n g Q In Z it; u u u � LOUN,N09gZZo NN2 .+oozzzo 280 o = ii w ii M w w w = II II �? w w w w PROJECT NO.: 395-103 c N , w N ce N N w N ce o 7 7 o (7) TYPE: CONSTRUCTION REVIEWED BY: KCS IL- as 0 270 I CLASS 'B' GRANULAR BACKFILL Et BEDDING _1 270 M O ,�, 0+50 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 SCALE 312 M 50 0 25 50 SDLN-23 - PROFILE m�� 1 INCH = 50 FEET Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' e � 1.1 • 111111 o iimi - 11111 L iii ill t1'_ iiiiuui11. mi 111 __ 7yr ��1. ,-- s_.�. _ W. 1110 ‘ i KEY MAP GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. SDLN-21 SDLN-14 STORM LATERAL TABLE 17......0"--€1 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN SEE SHEET 310 SEE SHEET 303 LOT # STATION LENGTH SLOPE IE ® LOT NOTED. - 12564 SW Main Street Tigard, OR - - It 0 223 ' 4 d 77 SDMH 24C 36.00' 8.25% 301.14 [T] 503-941 9484 _ o ' m w ��' 78 1+99.00 (SDLN-24) 36.00' 6.75% 301.41 STORM NOTES: • ce - °: If. I " �� / ce z o I > 79 2+59.00 (SDLN-24) 36.00' 6.59% 302.04 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 • w = r - SHEET D3.01. # 83 82 81 80 79 78 77 � v' `� 80 3+09.00 (SDLN-24) 36.00' 6.46% 302.56 - 2 INSTALL 6" PVC STORM SEWER LATERAL C� REVISIONS CI o SDCI 3 81 3+59.00 (SDLN-24) 36.00' 7'17% 303.08 S=0.0200 MIN. PER CWS DWG NO. 520, SHEET NO. DATE DESCRIPTION 6.00' 24A.1 v1 6.32% D3.02. SEE TABLE THIS SHEET FOR LATERAL " � 2A PUE, TYP. 3A I a .. / 4+19.00 (SDLN-24) INFORMATION. x- NI / l I I I ,1 / 82 ( ) 36.00 6.16% 303.70 8.36% Cr) �_ a 83 4+69.00 (SDLN-24) 36.00' 305.0 2A INSTALL 6" PVC STORM SEWER LATERAL ® O ' -7-4--'777// / ////moi //.'%///.% % / - p G.38% 304.30 (� o - S=0.0200 MIN. PER CWS DWG NO. 520, SHEET W �'�---' ////moi %/// �� = I---_/.% ::I o (V i� 84 4+69.00 (SDLN 24) 31.17' 9.59/ 305.0 D3.02. SEE TABLE THIS SHEET FOR LATERAL .0 14+00 I SS 13+00 ss SS r- S - S� • SS - O� ' _3e..31.'4917' 9-90 7.31% 304.19 Z W I SW RUBICON LANE I I SDLN-24 z/A I 1 SDMH�L INFORMATION. INSTALL A SAND COLLAR AT J I ,,,, -W - •__ a■ . ' 14P 85 4+21.00 (SDLN-24) 7.73% 304.0 MANHOLE CONNECTION PER CWS DWG NO. 030 • 5.30% 303.10 . � SEE SHEET D3.05. O I Ai V/ /., I A. I Y, I, A, 'CY%%% , j o I a - //i;/%i/ //.i/%i//%i//.'I i//i///.'/�//.'/�///////%i " -- : .1 i 86 3+61.00 (SDLN-24) 31.42' 2.21% 301.3 _ CO LI . 4 - - - + € ► - -- - _ � I 30.00' 5.50% 302.47 3 INSTALL INLET CATCH BASIN (CG 30) PER CWS zi L I ,,, A 3+11.00 (SDLN-24) 31.94' 7.76% 302.5 AS-BUILT 1_.1 L �, l 87 DWG NO. 330, SHEET D3.02. SEE TABLE THIS 2� 1 2A 2 1 3B I , - % I 39-•9 5.66% 301.95 SHEET FOR INLET INFORMATION. DATE 12/07/2022 6.00' I" SDMH PUE, TYP. TYP. SDMH SDCI --q 1 88 2+61.00 (SDLN-24) 31.37'36788L 5.82% 301.0 APPFIOVED K08 • Z 24C 24A 24A.2 ii 89 2+01.00 (SDLN-24) 30.00' 6.01% 300.81 Il 84 85 86 87 88 89 90 %y 90 SDMH 24C 30.00' 7.56% 300.49 ,. I 1 --- INLET DATA: . j • c=, • • :, - auI SDMH I r�� r �. /� ��.�� 3A SDCI 24A.1 �. 10+57.85, 15.50' R SDLN-21 SDLN-14 (RUBICON) SEE SHEET 310 SEE SHEET 303 RIM/TC = 305.81 10" IE OUT = 300.63 SDLN-24 - PLAN 18.50 LF (PVC) ievtace �' SCALE: 1" = 50' ®S=0.1214 /vex w�J� 3B SDCI 24A.2 M N 10+57.85, 15.50' L (RUBICON) TaylorMorrison. JE RIM/TC = 305.19 Iii 10" IE OUT = 300.& 300.3 12.50 LF (PVC) rnM CSS 0.1813 0.1920SOUTH RIVER LU LU LU = Ln TERRACE o 320 320 PHASE 2 N = d N FINISH G ADE @ _60.85 LF 12" (PVC) STORM CENT RLINE @ 5 0.0174 PROF co 0 310 308.15 LF 12" (PVC) EXISTING GROUND @ 0.01,331 8" SS/12" SD 310 � I NFF / o pi................. ® S 0.0130 - N STORM CENTERLINE 1.66' CLR 64450PE 8 DI ATS 1 O^ QZ - o _ - 300 - _ _ © am - - 300 :::',16:01741L-IGON /4/ 9' Z �1,- cr M I _ 7 • SC HW P �� _ t 1 SANITA�, ________I- NI I RENEWS: JUNE 30, 2024 � STORM a N LATERAL, TYP aI 290 NITARY 290 SDLN -24 LATERAL, TYPLA N Ln STORM PLAN N J N OO �j J N NNNW J N NN NIn Et PROFILE rn M - Y O J vZ O O J 3Zvly -00 E Z3 a• z , 280 M g M �O °000 ° OV O 280 N O O O M M M M " O O .O I� Cs _c O 00 N N • M 0•0 Lin COo0 a, cs CO COa' cs II o_ O N q C1 0` cs N to O N p' N N N d ^ Z O O M N N C1i 4 IV M 81 O _Z�Z O N p Ou + Q Z Z Z 0 v 0 0 O 0 Z Z Z Z - a = a M w_ w_ W = II pp II �j w w w w MT, m �I M w w w w w Q O H ce H N O - ce - - N O O N 0 - ce - - N N O O N N In to r V1 In -In w ,- ,- ,- ,- to N to et 0 270 270 PROJECT NO.: 395-103 N I c TYPE: CONSTRUCTION 1 - ' - REVIEWED BY: KCS 0 0 260 I CLASS 'B' GRANULAR BACKFILL Et BEDDING 260 M O 5+50 5+00 4+00 3+00 2+00 1 +00 0+00 SCALE 3 1 3 M 50 0 25 50 Q SDLN-24 - PROFILE ---�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET , Gra- _ dip �= onnm 2111111 ciis II ' til1111 �1111111JL 0 SIM 111 !ii!.. 1 m =7; ;[L, -7,4,4x,,ori. W" 0 nit ‘ i KEY MAP GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. SDLN-14 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE Plei:II:0 SEE SHEET 303 NOTED. PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR _inn o� I 97223 1-1-' I [T] 503-941-9484 il' Z Id STORM NOTES: .' Q2 _ . _ 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 90 • . ; SHEET D3.01. • la, SDMH REVISIONS • NO. DATE DESCRIPTION "' • 14N 6.00' SDMH PUE, TYP. 25A n o • � _ 0 coril. o 70 A ; t`b525 24_ 71- - 3k4'4O\-N.14 -�I sem sI %a" 30 25+p0 W~ SW PERTH ROAD �e ~ � -----r-T---- .0 �� Z W -- o , . J I - = �� . . . �� o , , ---- - _ - AS—BUILT �IW DATE 12/07/2022 W 6.00' APPROVED KC8 (./) PUE, TYP.N 103 104 105 I • 102 I g •• L` SDLN-25 - PLAN SCALE: 1" = 50' a -1- Qcve)t, levtace, M N re; TaylorMorrison. _ci 0., M SOUTH RIVER w w TERRACE 320 320 a FINISH GRADE ® PHASE 2 = STORM CENTERLINE a L, EXISTING GROUND ® Z STORM CENTERLINE \ PROr ,, 0 310 310 s., 4),G I NE-,:t 0 8" WT/12" SD 64450PE 2.91' CLR / WGt _ _, OREGON ^ oZ •0a M Gy� 0 o 4 • g' 2 �� 300 ��A300 Scc 16DI ATER �I • SC HW PR rn 11111111111/1111111101■111 — — — RENEWS: JUNE 30, 2024 v) a N - f 119.7: LF 12" PVC) I 290 D L N - 5 290 76 STORM PLAN LALn Et PROFILE 0 N y as 280 J N ° N 3 Ce N 3 280 L CU `- J a N O J i- M 0 O M 0 oo N / 1 ! 1 M .D Ln 0 N g2 II 0 00 N II N Z O ^ ii ii ~ Q 'o O' M I- 0 270 - = o o z z� o ` N N =-,..± 8-°- 270 PROJECT NO.: 395-103 cp = ,;,41- a www = iia i w c o H w Q — � Q w� H - iv L,, in a N ce ,- ,- .- o N — N cc TYPE: CONSTRUCTION 3 REVIEWED BY: KCS I CLASS 'B' GRANULAR BACKFILL Et BEDDING 0 rn 0 260 260 0+50 1 +00 2+00 3+00 SCALE Cr, 314 50 0 25 50 Q SDLN-25 - PROFILE 0 m m�� 1 INCH = 50 FEET Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' erAii STORM LATERAL TABLE ��1111 I mill j i LOT # STATION LENGTH SLOPE IE ® LOT • 2111111111 a r� 1�1111 � :!- - **91 1+30.36 (SDLN-26) 32.99' 6.54% 280.95 I -,"", 3,,,';, **92 1+60.38 (SDLN-26) 32.76' 7.78% 282.59 killing "' 0 - E. _ hill 11'4 **93 SDMH 26B 32.46' 5.31% 284.05 li - =I= �� E; i **BROKEN/MISSING LATERAL BOARD BOARDPF I r �� 1 1110 ‘�� ' KEY MAP GENERAL NOTES: I:I!....._..„4 li:,111) 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN NOTED. 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 STORM NOTES: 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 SHEET D3.01. REVISIONS I oo IM tp° 94 93 2 INSTALL 6" PVC STORM SEWER LATERAL ® NO. DATE DESCRIPTION S=0.0200 MIN. PER CWS DWG NO. 520, SHEET • D3.02. SEE TABLE THIS SHEET FOR LATERAL 92 91 INFORMATION. -4 2.00' PRIVATE N UTILITY EASEMENT SDMH TYP. /' INSTALL 6" PVC STORM SEWER LATERAL ® ABOVE PUE TO BENEFIT 3.00' SDAD / e°� 2A S=0.0200 MIN. PER CWS DWG NO. 520, SHEET 26A m j LOTS 129, 130, 131 2A PUE• 26A.1 2 / 'y W D3.02. SEE TABLE THIS SHEET FOR LATERAL O o I \ - - - TY+P. 1 5A /// / Z W INFORMATION. INSTALL A SAND COLLAR AT Gi I . \ __ // J MANHOLE CONNECTION PER CWS DWG NO. 030 \7a)\cq' ` Q S � SEE SHEET D3.05. • 107 +oo , AS-BUILT \ SW CHETCO C� TRACT R %;� (n ,�� 4��' • w INSTALL INLET CATCH BASIN (CG-30) PER CWS \ 2+25 2+ SDLN-26 _�.� �p in 3 DWG NO. 330, SHEET D3.02. SEE TABLE THIS DATE 12/07/2022 /� / i (f) SHEET FOR INLET INFORMATION. APPROVED KC8 \ TRACTS SDMH-SDAD •.•,� 1 �/ 5 INSTALL CG-2 CATCH BASIN PER CWS DWG NO. o \� 26A.2 / fir/ 300, 310 a 320, SHEET D3.04. SEE TABLE THIS s SDMH � k ' `266 . , : ,Q/, SHEET FOR INLET INFORMATION. ° !ZO\ \ \\ �. / 14K SDLN-14 SEE SHEET 302 f'a) Tr SDLN-26 - PLAN L SCALE: 1" = 50' M N `',D e h- -revtace, W v N M TaylorMorrison® IL LL, LL, ,., 3 SOUTH RIVER O 0 N TERRACE d N 300 300 INLET DATA: PHASE 2 N 46.15 LF 12" (PVC' SDAD 26A.1 di S 9.A533 N FINISH GRADE C 0.0498 _46.98LF 12" (PVC) 5A 10+91.84, 12.97 L Z STORM CENTERLINE C� S-9.&200 01RIM = O) ,� p PROFS , 290 - 290 RIM = 285.84 � ��G I NFF�tn o EXISTING GROUND 15IE OUT = 281.60 281.3 64450PE ,I, STORM CENTERLINE UM110..... 15.59 LF (PVC) M - -I ___ ( ®S-0.1488 0.1732 � � _ _ OREGON ^ Z rs, 5B SDAD 26A.2 G/1+o • 9, 20� X4 280 ffi0 280 10+91.81, 12.00' R ye• SC HW PR�� N EWE, _ (CHETCO) (I RIM = 205.©7 286.9 RENEWS: JUNE 30, 2024 10" IE OUT = 281.63 a 9.38 LF (PVC) N ®S=0.2506 = 270 270 SDLN -26 STORM LATERAL, 1-YP EC. SDLN -27 . N STORM PLAN 0Os 260 N Ce N 260 EC PROFILE N N w N >N N N ` - N W 11) O. J Z v .p J 3zvq O� J z3 N M n N 0 pO N L.j G (� _ I� 0 ^ •N II • • Os O N I N I Q.oc O• 09 N X11 Q O N n Q c .6 7 VAI N m- re t O p •in II = O 250 e-1-I= U + oo z O -N o_ Li �+ o`O0 Z --- -- O .- u + oo Z Z O 2506) PROJECT NO.: 395-103 _ 7 W II N -- W = II 1- II N W W W W = II W II N W W W C o Ckin H v 1- � N 0 1-u - 0 0 NJ V N u N - � NA � TYPE: CONSTRUCTION 3 LALn - � ct .o ,- vlv) .... v) 1 ,_ ,- x- , REVIEWED BY: KCS L 0 0 240 I BACKFILLB & BED BEDDING 240 M O LEL> 3+00 2+00 1 +00 0+00 SCALE 3 1 5 M50 0 25 50 Q SDLN-26 - PROFILE ---�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET 'Va STORM LATERAL TABLE _ - STORM NOTES: ■I1111 N1 LOT # STATION LENGTH SLOPE IE ® LOT ruIIlI 1111111II INSTALL STORM MANHOLE PER CWS NO. 010, 1„",110 2+01.68 (SDLN 28) 15.50' 5.33% 272.34 SHEET D3.01. l„"'110B 0+67.50 (SDLN 28) 30.02 29.41% 271.46 2 INSTALL 6" PVC STORM SEWER LATERAL ®� I111 2+42.53 (SDLN28) 15.50' 9.47% 275.04 5=0.0200 MIN. PER CWS DWG NO. 520, SHEET l lin oil 111 D3.02. SEE TABLE THIS SHEET FOR LATERAL _ `� INFORMATION. = -I- =, / ,� 111B 0+67.50 (SDLN 28) 33.25' 31.22% 274.01 _ am 112 2+74.53 (SDLN 28) 15.50' 11.59% 276.98 2A INSTALL 6" PVC STORM SEWER LATERAL ® r:` 5=0.0200 MIN. PER CWS DWG NO. 520, SHEET ```�� ;;,�, 1126 2+82.68 (SDLN 28) 36.49' 33.02% 276.68 D3.02. SEE TABLE THIS SHEET FOR LATERAL t 0 `��, ' INFORMATION. INSTALL A SAND COLLAR AT 14.55% MANHOLE CONNECTION PER CWS DWG NO. 030 KEY MAP SDLN-20 113 3+06.53 (SDLN 28) 15.50' _ 13.72% 278.92 SEE SHEET D3.05. SEE SHEET 308 113B 3+25.68 (SDLN 28) 37.75' 33.35% 279.22 2B INSTALL 6" PVC STORM SEWER LATERAL C� - p D'� > v V v VV V v . D pp•p ��ppppppppC „-- -_ -4'\:/, [> p p p p 114S=0.0200 MIN. FOR ROOF DRAINS PER CWS DWG NOTES: - / +.`�• �� `, pppppppppC . <::: ; �,� / p p p p p 3+38.53 (SDLN28) 15.50' 15.84% 280.85 �,i NO. 520, SHEET DTL7, AND ROOF STORM \ .,i � p ► pppppppppp - - __.. ,� �.. p p p•p 11) ,'&i> p p N D N / ( S p p _ p LATERAL TABLE, THIS SHEET, FOR LATERAL 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. �� 1:11:jii:111) �i``,�t p•p� D D p6`P.e p ››...„›,:,__F5.......,,, p p v ,�,% \ • ` 114B 3+55.53 (SDLN 28) 37.33' 33.49% 281.17 INFORMATION. ,C �� \ �: ` 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE --------- - -_� _� -- ►roe, ♦ ��. D p D p D p� D p•� p� ` N ,�� PACIFIC COMMUNITY DESIGN �_ �� • - - -- 115 3+70.53 (SDLN 28) 15.50' 17.96% 282.79 NOTED. D D p e �� `� ` p 6 p p p 6 p - �" '�� 12 INSTALL RIP-RAP AT HEADWALL AND MITRE 12564 SW Main Street Tigard, OR e p •p ' p - p ^ro e I •� �- _s, 3. LOT NUMBERS IN THE LATERAL TABLE THAT HAVE A B p ► p p p i! p p�� ` T1 111,1 t07p p D•p D D D•p DAYLIGHT LATERAL • p I> > • . Off\ F • 1• J`'tF 1156 3+68.68 (SDLN 28) 38.93' 33.96% 281.89 PIPE, PROVIDE CLASS 200 RIP RAP OUTFALL DESIGNATION, ARE FOR THE REAR YARD ROOF DRAIN. 97223 W i_ ppD hNTO TRENCHD ` � _ • ��1� , �``. p p � p p • ' p - �� PROTECTION (8' WIDE X 12' LONG X 1' THICK), [T] 503-941-9484 �-tshite,it,� it,�' p . p p p p p - p ,- ›�p� 6 n p p 6 r,...›_,_. _ 4 „� ` 116 4+02.53 (SDLN 28) 15.50' 20.09%25.50% 284.73 AON ND 820TEXTILE 0, SHEET D3B03C PER CWS DWG NOS. 770 � �i O� �. D �� 7-- p p p p p p 13 > pppppppppppppp p p ,p p• \ �. ` ` ��► > C ��,It� Oil ' I> - � p > > > N > > > > > ► O › ,, ,„t> › ,, , ,, ,> , ›p ppp > ° > > _ p4 per ► ^i 116B 4+11.68 (SDLN 28) 42.27' 35.01% 284.43 1ST SUBMITTAL: 01/04/2022 ii �.1.=-, ,,. › ,,. › ,> › ,> › ,> › ,,, p p \ p p p p p p D 13 INSTALL FLOW DISSAPATION TRENCH PER �,,� �- ► g-p D p p "54> p p_p p ^ p , , �- "_ i % I> I> NNppppl30.57% DETAIL 1, SEE SHEET D3.02. INSTALL C/O AT `, �� pDpppDpDpppppp ��m� - �� \ �\ •• . pDppppp > > 117 4+34.53 (SDLN 28) 15.50' 286.67 22.214E HIGH END OF TRENCH. CONNECT STORM REVISIONS N p p p p p N D p p p > •� p LATERAL TO C/O, AND CONNECT A 6' NO. DATE DESCRIPTION p p p p „ p__-- >� p 117B 4+29.53 (SDLN 28) 42.21' 35.11% 285.45 p p p u DSC PERFORATED PIPE PER CWS DETAIL 402, SHEET p p p p p C j 2.93% 285.0 D3.04, THAT RUNS THE LENGTH OF THE pp p pp p D /, ri I I •• I \ \ 118 4+66.53 (SDLN 28) 15.50' 21.00% 288.09 TRENCH. D p D p D ( - SEE CONTECH 2 CARTRIDGE CATCHBASIN 2B ) • t 1186 4+61.53 (SDLN 28) 52.25' 27.08% 284.78 p p Q100 . STORMFILTER STANDARD DETAIL, SEE \O 15.75% D p D p D p j a� THIS SHEET. PRIVATE STRUCTURE TO BE �\ 119 4+71.92 (SDLN 28) 29.50' 11.90% 289.50 - p D p D p p I TRACT Z MAINTAINED BY HOA. \ o \ ,� p p p p pl 110 111 112 113 114 115 116 117 118 \ \ 120 4+39.92 (SDLN 28) 29.50' 13.78% 287.56 o SDMH \ \.„,...\ 121 4+07.92 (SDLN 28) 29.50' 12.67% 285.63 �� ;-1 1 \ � TYP. 28C 3.00' L\y\ AS-BUILT \\ \ n - 2 1 PUE, TYP.‘ 122 3+75.92 (SDLN 28) 29.50' 11.55% 283.69 \ _ `_ - A-_ - - -A - -p - _J% • / "\' DATE 12/07/2022 - //%�%///.Vill. - 77447-*- I '/ ; ' 1- 1. ' 4 rT,i�t_ 123 3+35.86 (SDLN 28) 29.50' 10.15% 281.26 K� \ � 2+ 0 ii��>•N inial• ,-.,,,3 �/ �i . ��A. i_ 5,„ �, I cr 1n n soe -I! -SD ?�nn SDLN 28 '-40 01�� i 00 - o I _MI TRACTY- M -I .�� '. - SSW NOOSA COURT �• �• �, ............„.„.„.„.„.......4„...„...„,„........„....„...... 1 , I I STORMFILTER STEEL CATCHBASIN DESIGN NOTES SDMH 2 3;00 I �� BTORrAFILTFR TREATMENT CAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN Q HAS A MAXI MUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 15'CARTRIDGE.STORMF ILTER 286 TYP, PUE TYP. w CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL; F_ PEAK HYDRAIIJLIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY.AR UPSTREAM BYPASS STRUCTURE IS • • VANEDINLETGRATE REOUIRED. ' CONCRETE COLLAR - 119 > (S(71_16OPTIONAL) AND REBAf2 TO MEET 123 122 121 120 J f H520IF APPLICABLE BY CART0.100E SELECTION ,l 21 ..+•. - - • - - CONTRACTOR CARTRIDGE 27^ 1H tg"DEEP - - RTFtID� HEIGHT . / N =;":L ;` "'r. -. • RECOMMENDED HYDRAULIC DROP(N) 3.as i'- 0'j = COm I g+ i; a - ` {�. I.}r SPECIFIC FLOW RATE( rV GR 2 gpmfnF_ 7•N mlei 1 9Pmfsf 2 gpmfsf 1.67`9Pn m�'sF 2 . •9Pnvsf 1 gpndI O ` `1' ... - - - - CARTRIDGE FLOW RATE Igpm 22.5 8 1B.7g 11.25 151 12.53 7. 15 1$53 7.5 ) A .J/1° I .k\J A PEAK HYDRAULJC CAPACITY 1.0 1.0 1.8 ' • iwthace- .�� .)"`t I IE ::::.$1.::::::: 1 2 INLET PERMANENT POOL LEVEL(A) 1-0' * L f1 / .'4 1. + i 1• t 6VEfiALL EtRuClrklRE HEIGHT 1B) d',9" 3'1d' .r4V 7r / r F, +LL z 1.6'J gpmNI SPBCIFIO FL4LV RATE IS APPROVED VMI'TH PHOSPH450R8'b{PSDRB}MEI]IA ONLV R97• exI+ilt1 >. If T / /°/ 14 • I� : ri Al m• 1il■■■1ilii r" " " 1.4 • III _111In niin, 3 II L: = =!1, 1. ,-- m; �_.�. r i KEY MAP GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. STORM LATERAL TABLE Plei I.:0 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. PACIFIC COMMUNITY DESIGN • I LOT # STATION LENGTH SLOPE IE ® LOT 12564 SW Main Street Tigard, OR 1 x o _ • 55 2+96.83 (SDLN 5) 30.00' 7.26,0 304.1 G 31.69' 12.92% 306.1 97223 x • 13.27% 309.3 [T] 503-941-9484 II STORM NOTES: I 56 3+57.83 (SDLN-5) 30.00' 6.39% 307.19 © / • 57 SDMH 5C 31.71' 9.27% 312.9 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 8.00' 45 SDCI 30.00' 4.00% 311.20 SHEET D3.01. PUE, TYP. 8BB2 • �\ 1J EXCAVATE AND EXPOSE EXISTING CLEANOUT.3REVISIONS • p C _ REPLACE EXISTING REMOVE CLEANOUT AND INSTALL STORM NO. DATE DESCRIPTION ' I - CLEANOUT WITH SDMH MANHOLE PER CWS NO. 010, SHEET D3.01. - •� - 54 55 56 NOTIFY ENGINEER OF ANY DISCREPANCIES. - � _ 57 x SDCI SDMH 1K REMOVE EXISTING CLEANOUT AND CONNECT TO - - - M 0 5B.2 TYP. 5C EXISTING STORM LINE. NOTIFY ENGINEER OF i..------ _„,110711'-44 SDLN 8 -- 3A 2 1 2A W -I. =I I- I 57+pp M- -SDLN•3 __ sEX SDMH• ) ANY DISCREPANCIES. XSS!� 56+00 � #3E - 2 INSTALL 6" PVC STORM SEWER LATERAL @ ' SW RSV E, SDMH .1 &XIIl-��\\\NW&k Xj_,T5=0.0200 MIN. PER CWS DWG NO. 520, SHEET a• .BOULEV R TERRACE - #5A 1 •' ro M M- •-CC -' l D3.02. SEE TABLE THIS SHEET FOR LATERAL 1 K . \ ARD 3A :° . �� As-BUILT INFORMATION. xss SSDSDL 5 �SW 165TH AVENUE'ss O SDMH SDCI .. . 8B 8B 1 p . wiz 2A INSTALL 6" PVC STORM SEWER LATERAL @ DATE 12/07/2022 °•• . °�.j - S=0.0200 MIN. PER CWS DWG NO. 520, SHEET APPROAPPROVEDKCS ' 7 -- --- -- -- -- -- -- --- -- -- -- - � D3.02. SEE TABLE THIS SHEET FOR LATERAL 3A 1J i INFORMATION. INSTALL A SAND COLLAR AT �� r MANHOLE CONNECTION PER CWS DWG NO. 030 O % I SDCI SDMH 58 I SEE SHEET D3.05. I `N 5B.1 5B I 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS - DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. SDLN-8 - PLAN SDLN-5 - PLAN - SCALE: 1" = 50' SCALE: 1" = 50' N INLET DATA: Qcve)t, ievtace, 3A SDCI 56.1 Ia) 16+31.55, 15.50' L (165TH = 308.42 N. RIM/TC = TaylorMorrison. M 10" IE OUT = 304.75 303.3 Iw 18.50 LF (PVC) = 310 310 330 330 @S 0.13320.0546 N EXISTING GROUND ® 3B SDCI 5B.2 SOUTH RIVER I STORM CENTERLINE 1 -EXISTING GROUND @ 16+31.55, 15.50' R o S-ORM CENTERLINE o FINISH GRADE @ 18" WT/10" SD (165TH S) - - =INISHGRADE@ STORM CENTERLINE 1.36' CLR o _ STORM CENTERLINE I RIM/TC = 308.42 TERRACE 30010" IE OUT = 303.90 303.6 12.50 LF (PVC) N =a 40.89 LF 12 - - 8" WT/10" SD 143.90 LF 12" (PVC) " 00 �' 0.71' CLR @ S=0.0540 ®S=0.1290 o -18, D\ A-cER - 43.15 LF 12" _/ 3C SDCI 86.1 PHASE L., /j 1b• D\ @ 5=0.0122 -- _ - ' _� 56+79.15, 13.50' R 290 �;• =--� 290 310 8"WT/10" SD D\wNT = i� 310 Lts (RIVER TERRACE) o - 3.57 LF �- 1.00' CLR $ RIM/TC = 297.27 01 PROFF, ) 10" IE OUT = 292.41 j �GINFF / 1 1 _ 2' (PVC) _ 16" WT/10' SD �j -odd k 15.85 LF (PVC) o R L^ @ 5=0.012 0.71' CLR '%�� pF� ice/ SAr1 @5=0.2549 41111 64450PE R u F- - -t ' _ '� STORM re I� z � W� �_, 3D SDCI 8B.2 .. - OREGON ^ Z r,; 280 280 300 ALJ �i , - J c 300 56+79.18 21.50' L %14I. 200 ' , � � LATE' �L TYP o o � o / -- ' 1/ M o 0 0 (RIVER TERRACE) c• S�HWPRS �' � � � ; / / LATERAL, ' P N. in �o RIM/TC = 296.92 U o+o N M r) 10" IE OUT = 292.21 RENEWS: JUNE 30, 2024 D 111 ' = + .- z0 19.15 LF (PVC) Jc 7 "' M W 290 @5=0.2004 N 270 270 290 z N v � SDLN - 5 SDLN -8 = o a W � . o • z $ M STORM PLAN Q ^ 4 ^ O O I M 0 M as C� O• in ^ J O M O ll en H v el, N N N 7 J = + 0 .p z II = L[') O A _ J z 260 280 .1 .0Ttic) - zo oonM 280 Et PROFILE o 260 M z 11.) -- o N H II - W = M I� II II II U I� W v 0 M O _I 3 w o N Q .p Q c m + N W 06 Z Z Z = O N O N X H ,_ H - N - N Lel .0 + O - O NN ^ O CO •On I .O W v i M W W t/) tfI OC Ir a M W W W W OtR MI` ;.°1 N 0I- ,- H - iV OOiV M M W Z N N II O Q II N N N Ce .- N- N- II II H I� W II II = = 788NzzO= 00 .+oH °+° � ZZo 2501fli � "Nwww = `" W �I NW 250 270 270 Q XHceH - NN oHEH - oN W t/1 -t/) cc ,- ,- to t/) l/) r- r r o PROJECT NO.: 395-103 N - c CLASS 'B' GRANULAR BACKFILL 8 BEDDING TYPE: CONSTRUCTION 3 I-"- iI -NH CLASS 'B' GRANULAR BACKFILL & BEDDING 1--.1- REVIEWED BY: KCS 0 240 240 260 260 0. 0+50 1 +00 2+00 2+50 2+00 3+00 4+00 5+00 rn 0 SCALE 3 1 7 rn SDLN-8 - PROFILE SDLN-5 - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' Z 1 INCH = 50 FEET _ 0 --- r 4 _ • 111■_, 1AiiIiL - F I Q.1 I Int — - i.m=\L `` 111 [EIE — /.h WPF ,i.. 1101 007 ii. KE MAP GENERAL NOTES: 1:7'....00".€11) 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. PACIFIC COMMUNITY DESIGN t ' ' ''�\ :_. \ _ _ _ _ - 3. REFER TO LANDSCAPE POND COMMUNITY AMENITIES 12564 SW Main 9Street Tigard, R 223 C C °�\�}a d ° r ° d ° SET SHEETS FOR WOODCHIP TRAIL DETAILS AND [T] 503-941-9484 fl d d - SDC ° .° d d ° 4 ° 4 d ° d e d, a d a ° v d ° a d ° Nit .c © _ 0 IMM ° a ° ADDITIONAL POND PLANTING DETAILS AND �� 14.1 3., w N 1 = D (' REQUIREMENTS. I / �— 1ST SUBMITTAL: 01/04/2022 I 41 N ry ® SW,,,Pi ROAD® / 7 ® ® ^`% ® �bo ti°� REVISIONS I co / q.' . STORM NOTES: 1 - ...,. / p`' v, oA NO. DATE DESCRIPTION itqc INO 1 CONSTRUCT 140' LONG X 15' WIDE WATERO-' '�� - - - - -- !�- I , I_I_____ - - - - - - - - - - - 10 00 • Nti < QUALITY WITH 4 WITH A SDRAPE E SWALE TO BE 0.5% WITH 4" UNDER DRAIN PER CWS DWG — — — __ — - _ - — 2 — — — ,. — — — +00 SDMH • NO. 700 it 710, AND DETAILS ON SHEETS O — s +�Z�Se I +�� s: s. s. Se- 14B �� L1.01, L3.04, L3.05. gDL-AI 4 — 4r N W 2 CONSTRUCT CONCRETE STILLING BASIN AT 18 I m �� STORM OUTFALL PER DETAILS SHEET L3.05. MI • �'� � a ►J, � 4 4 EXISTING STORM MANHOLE PER ROY ROGERS /��Q, �,��! , , _� _ - � � ��-. _ _ AS-BUILT N ��4101. EMMY — —_4 Siggi . a d "....` Br" a 4.4 4 �, a WIDENING MSTIP. 1 ^ - I • 4 EXISTING 72" STORM MANHOLE PER ROY DATE 12/07/2022 EI ��'�r��s�, ��4r��E ,•��saEr.�.�.f. n�,�n�•+7••�•��E��f��r��,� '�a��E�Es.�E��`��n��7.��s��s.��t��►��.s.�� b ' S 6 1 A �� ---_ �A1 ,10'• Ic; il�,-,.II�l2l2l�.�r.,22 11 AI* �l 1 0iriIZS12iEI=la art: iAO123121=1i 1=taal=LEAZ1:;2IT.l21:l2121laIMI�igIZ1+AAIIM�-,Et' ��,ItI�l�l��i�l�i�.��iVi�i�i��, ,alr, [��'a��►v,'��l.�l►�1��;�lv��l�, — — __ _ _ �� _ o ��II �� I ► ROGERS WIDENING MSTIP. APPROVED KC8 Q 1 ',�ilII■IiI��i-i� v111111 — —-------- `•�\� �\j�scP �� I 6 EXISTING 72" FLOW CONTROL STORM //•'.;►�/� ��■111 ■i■�� l.,■� _ _ _ MANHOLE PER ROY ROGERS WIDENING MSTIP. © 0/. ®J \\ \ \ \ I ��ss6 �� I VACTOR MANHOLE, REPLACE 2"0 ORIFICE II, s rf++,' 10 1'% 1O�� ' VI � �� t/ 4irlj — 1 �� N-) `5- 7-) � � I PLATE WITH 2.96"� ORIFICE PLATE. CUT � '� .o — — \ ��►�� .1 II NOTCH IN TOP OF EXISTING WEIR WALL AND CJ x� � � INSTALL 1' PVC PLATE OVER NOTCH PER 111 �'' I � �% >�1 — \ \ \ \ 1 1 �Atli �� s6 DETAIL 2 ON SHEET D3.05. 1132 1 0 0� --Ncacso ��J -'� is , '�!'•; ''� �fy \ \ \ \ 1 I I 1 1 I ! T-, N-,37, I , �� - - \ 1 III I \ � , _ / \ \ \ \ 1 1 I I \ �\ moo 5- 11,_ _ 1 7 EXISTING PRE-TREATMENT VAULT PER ROY a ti <�% Y �\ \ \ I I I I I I 1 I I 11 \ I \ �� ,,L\ ��,��9 ROGERS WIDENING MSTIP. MAINTENANCE TO °� `�` ✓' / � � 111 I I \ I \\ `� `��"�� — CONTINUE BEING PROVIDED BY THE CITY. 4 / Cf ._��, I ' c'�s6 rn - / , Itt,:4"- �y ��\rI I `,' ',w s * 1111 `� 8 EXISTING 9' STANDPIPE ON 6'X6'X1' CONCRETE NI N - / . III I I �� r�^ �P :.' • I I I I `?. +, SLAB PER ROY ROGERS WIDENING MSTIP. `',nom TeAhrkee-� ►`2:1-1-1-::-H7,, I I I I �� I �. \\� REMOVE 6" CURB AT BASE OF STANDPIPE. Weh.N1 I I I I y v♦ �• �`LJ- „c_ �� ' ��w� �,,, 1 0 I �� N' It I 10 EXISTING CG-48 PER ROY ROGERS WIDENING �✓`�,,, ,., „�- ♦ �� L�d MSTIP.co x !� �� % 40p 8� �-.; ;:.®° •, TaylorMorrison. IL `^ r�.•ci ,�� 1 I I 1 hSir,>,, ,k `\\ I , N. 11 EXISTING 12' WIDE MAINTENANCE ACCESS PER w N ��!��'! - 8 1 1 1 �' �, ROYROGERSWIDENINGMSTIP. PLACE 4” AC N 1 if �� r� fi �i I I ��::�� I I® I I I I I I j ��I _ +oo I 4+0i, OVER EXISTING 12" AGGREGATE BASE. i:IIo�' ►r I I '�� I I j I 1 � � 1 �`= — — vim - - I 111 .0.„'Iphri ii I —00 SOUTH RIVER 7-) _ ..��'��•n�• Iha \ .\ I I I I I ��. � ♦ � — 12 EXISTING 24" OUTFALL I.E. 235.1 \I‘ i z \%slob S I I 11 \ v v I I I I I I I I I I �, 16• �� 13 INSTALL MIDWEST GABION 3' X 3' WELDED rA 11 I \ �.,, I I I III N 11^1"1". / I I '° 'ti, TRACT DD • �1 11 NI I os MESH PER DETAIL 4, SEE SHEET L3.02. T E R RAC E = o I ' ,��,.�� I ' / ,�19 II I I I ® �� •- % ' �j I �-ii 14 PROVIDE CLASS 50 RIP RAP AT OUTFALL AREA a " Iia �� I I I I �� A i ��' 10' WIDE X 20' LONG X 1' DEEP ON 8 OZ I- w I !NAV. V A \ 3z I I �� I I I I \ �`�) I� :I ( ) J PHASE 2 o i \ \ _ I ` \ i i I I �11�1 I I I I ��,�) ` ` NON WOVEN GEOTEXTILE FABRIC. a I \, EMERGENCY OVERFLOW SPILLWAY I � I I 1 \\ I /�)i) ti `" k 15 INSTALL SDCO, 8" ABOVE TOP OF MEDIA, d o 1 I SEE DETAILS SHEET 319 1 11 �,I ►' / 1 ' I \ ,, , ALONG 4 PERF PIPE IN SWALE PER CWS DWG I I \ ' I \ IA III 1 4 ► / PROF 402, SEE SHEET D3.04. N I 1 1 1 1 1 I \ \ I I 1 I l I II - !�, �f `� I NFF` / I I I I I I I \ I \ �Fi 2: ,.‘ ---------)(<,‘.,‘G °; �! I I \ I ,V I .�� .i�k:�I �� / 16 INSTALL 4" PERF PIPE PER CWS DWG 402, SEE 64450PE M I 1',-- ' I \ I I ir, 0o I I I I 1 \ \ �� I l s�•IP.mo., �-`.i 1V13 SHEET D3.04. 6iw. _ _, \71 I I 1 I I \ \ I .I I \ \__ "�'�� `�' 17 INSTALL 4' BLACK CHAINLINK VINYL COATED �� .9 OREGON ^ • • 17 C) N - I'__ I M I 1 I I I I I I K I \ _ , FENCE ON RETAINING WALL PER CWS POND G, ti g, 9,0° �O cis \ III 11 I I `�,� —// // I I I1011I �/ I ,, yc �1 rn _Lf) I ' \ ,� I I I \` J I I I I I FENCING DETAIL • SCION PR D ` I I ,1-, \ \—`-- _ I I I I I � RENEWS: JUNE 30, 2024 _ 18 CONSTRUCT COMMERCIAL DRIVEWAY \ — / I I - APPROACH PER DETAIL 143, SEE SHEET D2.01. N I Ili I li "4' - s� - WATER QUALITY - - /'_- FACILITY PLAN V --,\ — -- --�� / I ss ss x n \ \ - _I i A. Et PROFILE A L II - -_c I ur ep a ' - - - -'�.�'iJ N,_� _ ii\ `. N _ _ _ ' '_ �i _ , , moi' _ _ , R. i _ _ '_ _ _ _ _ _ i i ' u'f- I O / 0 ' . �� -1. ,,,. '9$_, ,5S ,5$ �S'' SS` N -'44. N '`SS - 5- - `„ S4'- .41111110""Ale,- / Irill I ii / x0 CD v= V PROJECT NO.: 395-103 °f)th xI TYPE: CONSTRUCTION N REVIEWED BY: KCS 0 x H = B� , r-) v V O rn (7) SCALE I 20 0 10 20 M WATER QUALITY FACILITY & SWALE - PLAN m m L ° SCALE: 1" = 20' 1 INCH = 20 FEETI 3 1 8 Z _ 0 ---- 260 260 ,_ ` — _ PERTH INSTALL 4' BLACK CHAINLINK VINYL COATED FENCE ON _ r ROW PROPERTY ROAD RETAINING WALL PER CWS POND FENCING DETAIL AND LINE 4 U 111.1 260 260 RETAINING WALL DETAIL ON SHEET 112.1. 6 5.00' . I„", w __ 250 1 _ — _ — — — — EXISTING GROUND WOODCHIP — — 250 —1,1111 I! TRAIL I I > EXISTING GROUND — — — _ _ // ` POND BOTTOM — — _ _ r2 — I 11� 250 EXISTING 12" PrPE ELEVATION = 232.00 250 — _ — _ _1 I I rIE ELEV = 235.0 — - - - - - - - - - - _ — RETAINING WALL � � [I=1= -- — ,��, _ _ _ _ SWALE OUTFALL TO POND 240I 1 SWALE 1 4 W PF 'i,A01,: ``� S 111 �� 240 3 CONI RETE SPILLW$Y SEE DETAIL 2, SHEET L3.05. 240 — "6.; I �� 1 1 STA 1+18.00 STA = 2+76.21 - ELEV = 235.20' ELEV = 234.00' 3 •hv„ „ „,„ , f • • KE MAP 1 ii°% „ou, ' ,bs,> u5i p<%aLu ,j p, , L U u ,,auv°u,i,,uun y , ! 230 — M 230 L;-A,, m„,-,” , pi,o00, ,7;„,_, a ,aiy < ,74,4, i7 <:18 ;g ,.40:a. n nL-u° ;Ly1"u:�n, u�-u__u�_u,-id-„,gi°„_°_u, ;<<La1<1,"g;uu"L �,,�u, ia�,-„a� 4uamu ;u__�%,,?.s.F POND GENERAL NOTES: GABION BASKETS PER ELEVATION = 232.00 230 I — 230 LANDSCAPE DETAILS 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 140.00' MIN. SWALE iPosisol€1 CON RETE STILLING BASIN. GABION WALL PER DETAIL 4, 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE BTM LEV = 234.3 I SEE SHEET L3.02. 220 - 220 NEFOTEDER . PACIFIC COMMUNITY DESIGN 3. R SEE D TAILS SHEET L3.05. 12564 SW Main Street Tigard, OR TO LANDSCAPE POND COMMUNITY AMENITIES 97223 220 220 215 215 SET SHEETS FOR WOODCHIP TRAIL DETAILS AND [T] 503-941-9484 1 +00 2+00 3+00 3+15 1 +00 2+00 3+00 3+50 ADDITIONAL POND PLANTING DETAILS AND REQUIREMENTS. SECTION A-A - SWALE PROFILE SECTION B-B - PROFILE 1ST SUBMITTAL: 01/04/2022 HORIZONTAL SCALE: 1” = 30', VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 10' REVISIONS NO. DATE DESCRIPTION 260 260 PROPERTY PROPERTY LINE LINE ROW _ _ _ _ _ _ _ _ -� AS-BUILT 5.00' EXISTING GROUND — — — 250 I WOODCHIP POND • _ - - - - - - - 250 DATE 12/07/2022 ROY I TRAIL ACCESS — — — — — — — APPRO'VED KC8 ROGERS I — — — — — 2:1 MAX SLOPE 5.00' ROAD i ~_ /— - WOODCHIP EXISTING POND / TRAIL BY OTHERS / 240 - 1 // SWALE 240 L I / IT: 3 T 3 b= L 1 / 230 —1230 TOP OF BERM = 242.0' POND BOTTOM FREE STANDING GABION BASKET ELEVATION = 232.00 GABION BASKETS PER WALL PER LANDSCAPE DETAILS. ^') - LANDSCAPE DETAILS. — R.97ejt JE 220 220 1 +00 2+00 3+00 4+00 5+00 0. M SECTION C-C - PROFILE TaylorFVlorrison® I- w HORIZONTAL SCALE: 1" = 30', VERTICAL SCALE: 1" = 10' SOUTH RIVER --......111,ji,„ , , , • _...._____ X 1 / ,/ / I•14 , TERRACE } I 11.00. .1 lic:\ r I / ..1 "well /�,8 _ ii i PHASE 2 o i k 41, 11, V relP.51, i i 6 1 li I 1\, 111/ 0 PRoza, \ 0 Ole 140 il \ —237._ ___ I 64450PE r' c‘..‘G I NE4* l r�1,��1eyO I I I TRACT DD r° /111 �I� 441 10,' I'` i1,��1 I :‘,1,:+0114/---GOINc)::\----i o I ,� �s� � 1 \ I ? ly 9' ��os rn .'� o 1 I � - I `i . l_ii L 19 /il �� I I — I RENEWS: JUNE 30, 2024 -'4' x �.l it = = 10.00 ; 17.00, p III11 \ I 1 '35- \ a /\ J/ 50.00' , d � I r ` �\ \\ l� 50.0' LENGTH WATER QUALITY --� 1 0Oat �� I 1 1 \ \ \ OVERFLOW SPILLWAY FACILITY SECTIONS //"" X' ham \ i i \I \ �� \ til o I \`>11,P5 •PATH,Ota um 1 1 1 1 I \\I \ RIPRAP )ijrAtit/ 4 . I 1 \ 111I \ °' nT 1 1 % �i ��_c w I . • I 1 I 1 1 ti / / TOP OF BERM ELEVATION = 242.0' Lii 1 1 1 =111-1 ' Ii�t�._Ii=t' " :�t NITOS antn.-t. ily - •�� •=_-7M7• I EMERGENCY SPILLWAY OVERFLOW ELEVATION = 241.0' D z i 1110110411161111k \� 1\ 11 1999 -,- - - — 1-111111111111 _I_13 1.0' MIN. ��—i�I=1II-1II=„ III��III a iplipallp \ I 1\ 1 \ \ i -IiI=III, ,I o I I . \ 232 PROJECT NO.: 395-103 1 I 2 \ \ \ \ \ 1 1 ( TYPE: CONSTRUCTION 3 I \ \ \ EMERGENCY OVERFLOW SPILLWAY, \ 8-OZ NONWOVEN POND BOTTOM ELEVATION 232.0' REVIEWED BY: KCS 1 \ \ \\ GEOTEXTILE FABRIC \ 11.00' I I 1 o \ \ \ I \ 1 \ \ \ 1 \ I \' ) \ \ 0 LEL> S EMERGENCY OVERFLOW SPILLWAY PLAN EMERGENCY OVERFLOW SPILLWAY DETAIL 30SCALE 15 30 rn oL HORIZONTAL SCALE: 1” = 10' N.T.S. a 1 INCH = 30 FEET Z I 31 9 Or% STORM LATERAL TABLE ` - ■.•■11I= LOT # STATION LENGTH SLOPE IE @ LOT OMNI 1111111 95 1+90.64 (SDLN-29) 19.50' 7.60% 276.7 ' 2111111111111 ci1111111 ill 2.00% 275.85 9.22% 277.7 I = 1� 1111 ;1111111 ,, 96 2+26.91 (SDLN-29) 19.50' 2.00% 2�.9 ,�"", X1111 97 2+58.91 (SDLN-29) 19.50' 7.63% 0 SII♦,. 1�' 2.00% 277.0 �, •---'41b,.`,�1�� 98 2+90.93 (SDLN-29) 18.48' 5.56% 278.3 - _ �, �� I m M# / 19.50' 2.00% 277.G1 _ ,� ' C **99 3+25.56 (SDLN-29) 20.63' 2.00% 279.24 o :- • `` r 3+58.89 (SDLN-29) 10.83% 282.8 IRO ,`�� -- 100 3161.06 (SDLN 29) 19.94' 2.00% 281.42 101 3+89.19 (SDLN-29) 19.46' 7.35% 284.0 KEY MAP 2.00% 283.03 102 4+22.32 (SDLN-29) 17.98' 7.12% 285.1 6.19% 285.21 - 103 4+48.04 (SDLN-29) 20.65' 8.75% 286.58 GENERAL NOTES: 16.62% 288.6 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 104 4+79.65 (SDLN-29) 21.59' 12.1G% 287.92 1:7••••••!ili111111) 290.3 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE PACIFIC COMMUNITY DESIGN 105 5+16.14 (SDLN-29) 17.98' 20.15%25.74% 289.57 NOTED. 12564 SW Main Street Tigard, OR 106 3+85.11 (SDLN-29) 11.70' 8.45% 283.2 97223 2.00% 282.70 [T] 503-941-9484 107 3+33.21 (SDLN-29) 10.11' 11.02% 280.2 STORM NOTES: 2.00% 279.52 SDLN-20 108 2+86.49 (SDLN-29) 11.50' 12.05% 278.3 SEE SHEET 308 SDLN-14 2.00% 277.37 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1ST SUBMITTAL: 01/04/2022 ' 109 2+51.49 (SDLN-29) 11.50' 2.00% 276.76 SHEET D3.01. - -W.' I I SEE SHEET 302REVISIONS 5 INSTALL CG-2 CATCH BASIN PER CWS DWG NO.N **BROKEN/MISSING LATERAL BOARD 300, 310, E 320, SHEET D3.04. SEE TABLE THIS NO. DATE DESCRIPTION � I 98 ti p � �� 126 1 ` _ -9, . ': \\ I 95 96 97 SDMH C� �- w 6.00' 1 I. SHEET FOR INLET INFORMATION. I 29A 99 Q r/ o j ��' A \ PUE, TYP. 3.00' ��!, - I. I o SDMH I 100 7 uJ \ PUE, TYP. m 15 �;O m 5, 20A.3 1 SDMH _ =� �N o �' 125 I I a O ‘� c, I 29B 101 .� ,.70 si o 1+001 L - ---- • -- ■_ - - 1 102 0 SW 16 pVENl1E I�1•I1�i� 3.00' 1\7z3 -�1'� J�� Is - ��SS -TRACT Lo�fi� -;w SDMH e^ ti PUE, TYP. 124 �1 ? � ` �" o,, . . - 0 • . . • as �.....,.....AtilliNt � 103 (n 1' / 129 ' _ •° AS-BUILT TRACT AA No 1. o L ��!!� ,o 1 O 1+�`� ti , t. - + -- - - -��7n •., , .�� 104 SDMH 0 a I a; + TRACT CC DATE 12/07/2022 56 ,,,_ , \ \ ; X,� \ 14B + 0 C I i; I SDAD 109 108 107 _ Io 5A INLET DATA: APPROVED KCS \ 1 / 29A.1 j \mss,��\ SDMH 105 / I w 10_ TRACT DD _ SDCB \ , o Q 106 i / (7\\\ \ 29D / I w I 1 5A SDCB 30A.1 �� j ��• , // I N `I -Z • SDMH 30A.1 2+55. 0.00' . 07 V� �� / / :% `o (SDLN-30) \ • _ 30A t,\ I RIM 252.46 \- \ _ F-.?'' �, / ;• 12" IE OUT = 247.62 � et; \ ` - I i- • I •• ° 43.22 LF (PVC) ��\• • . `p�'� - - / CSS=0.0050 o I = I ...........• ,, SDLN-14 SDLN-20 r° SEE SHEET 301 5B SDAD 29A.1 a SEE SHEET 3082+15.57, 3.50' R (SDLN 29) _ n� SDLN-29 - PLANEli) SDLN-30 - PLAN3 RIM = 280.71 WV� TeAhrkee, M _ 10C"5=IE0.3968OUT = 276.87 NI SCALE: 1" = 50' SCALE: 1" = 50' 3.50 LF () 2/ TaylorMorrison. u_ O N M w SOUTH RIVER W 0 TERRACE 0 0 N PHASE 2 0 M crN 300 300 270 270 0. PRF,S�j �0 c,3 � F4' LA _93.62 LF 12" ("VC) 64450PE o LXISTING GROUND ® ® =1,1 ., M STORM CENTERLINE w4 290 -) y y 290 260 260 ��G�v9ti OREGON9 95) cs FINISH GRADE ® 65.'3 LF 12" (PVC) S=0.042r - yC, SC HW P'%° STORM CENTERLINE •C 5=0.0614 , _ RENEWS: JUNE 30, 2024 '" SD%ts" S aMI0.48' CLRPINIPIPPIPP. - _ _ NI=a 280 197.34 i �" •Will, II - 280 250 106.855 0 0050LF 12" PVC) 250 SDLN -29 5=0.0175 I I I .6 .1 p ,.� - 4 SDLN -30 , o - STORM SANITARY _ = STORM PLAN `� 270 , - /' LATERAL, TYP . LATERAL, TYP a _ a _ M. -- 270 240 "' z 240 ,n r >- W ._ >- W - � b �p w W W z w z w vN v a PROFILE O O Ili p 3 O J O O J N O J N O < In 2 3 O -J O N Vii . N W W Z O Q N O Q O Q pMp O co O M `� N. O Q �� i b z �,z In M Ln N N n N. N CO In M N M I. 0 I1 N N In it .0 N. N O J M co '.O N I� II N '.O CO II .0 N N OO II p O I,.� `ID Lf 00 O, ,, m- II 10 O_10In In IMS 'Cr O - un ,4 Z = ON O` N ,p Z = an N ON N, D` Z 0 N �+ N as I+ c'. O O J sr, NJ O OM 00 Z = O M M M N M N N O N M M _ O N t M N - O Z W cocz, - a II II ,i- -1- = Z W N + N + N + N + LC1 1 N N N F- M + + - 0 Q 260 M ,r, N. n n n = z w w = z w w z w w = II -I II II - 260 230 o z = N r p w - 230 CY PROJECT NO.: 395 103 In 0. (V N II E I II IIII -J II III II J II cn Q O Q .- t M C: 7) - Z O Q 8 Q O Q cp - so II II - C] Q O Q --7- 7- in Q O Q c - CI Q O Q ��' 'iv 0 01 LL-' N - N NI Ot N .t+ co Z Z O un N - N ct +- in un on oe +- +- un N N CC N N V) a J a N W W W � N - V~i cc - on _ z N N w w w 0 I- �� - N N TYPE: CONSTRUCTION v vv Vi- - � REVIEWED BY: KCS ii CLASS 'B' GRANULAR BACKFILL E BEDDING H o 250 250 220 - 220 o 0+751 +00 2+00 3+00 4+00 5+00 5+50 0+50 1 +00 2+00 3+00 SCALE 320 rn 50 0 25 50 Q SDLN-29 - PROFILE SDLN-30 - PROFILE ---�� Z HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET STANDARD MANHOLE FRAMES -�` AFRAME _ STANDARD MANHOLE FLAT TOP AND COVER (TYPICAL) ••• AND COVEROVER 58" DIA. SEE STD DRAWING #110 W/ REINFORCEMENT � � .? • '• • LEDGE OF AT OR w "-`R '• -ate LEAST 12" IN RUBBER GASKET FLAT TOP .: \MANHOLE STEPS SEE . • .« WIDTH 8" MIN. BETWEEN W REINFORCEMENT STD DRAWING N0. 100 !: !, KNOCKOUTS �•� , Ili ' ;, WILL JOINTVARY DETAIL '•:,•,•:".., �I a, - - - - �% : '� 48" MINIMUM �.r" MANUFACTURER ••'..."';''.;;•:'". • TYP. 0.•06: • 25" _ �� t .S a:; • .' 7 3' • 48" _ g Q • i •• 5" MINIMUM «•: :i! m a'' STANDARD FRAME AND COVER OR 6" MINIMUM OVERLAP. PIPE • r`)i 4*. SMOOTH FINISH CHANNEL TO DETAIL "A" MAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE PIPE • 3/4 VERTICAL HEIGHT OF PIPE. TOP OF FIRST STEP NI STD. DRAWING NO. 110, 120, OR 130 • I.D. • �' TO TOP OF CASTING • I.D. A ' ' •. • 6"MIN. SET FRAME IN NON-SHRINK .. . �° a ' ► GROUT a ° ° ° � •.�. .:•°;� � CONSTRUCT CHANNEL AND NOTES: rt- - - - a ° • ' t MIN 12" SHELF IN FIELD 4 ' ' '" ,48 MINIMUM CONCRETE •' •; !� , GRADE RINGS (2",4",OR 6") 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO i. i"' • ra�a�r�a�a��s�•�ti� srsrsr r rsrsr r >" THE REkr, QUIREMENTS OF ASTM C-478. 1 MAXIMUM 12" SET IN >•e 'r' IT'1� ' •'� r1 NON-SHRINK GROUT woo ii.„4 3'�'' ° SL1'INi'�'�'1'1'�9.'Y1y't •;,s d v d• t 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE : } 0q $ 700W••!!z••!!••!!! .9-7001,-;--4:40.,V, . , MANHOLE BASE. rrrrrrrrrrrrrrrr. K::w':.....- •'•! rr !'- • • - ••V• - 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO • • :r1.1 sT 12" MINIMUM OF %4"-0" THE REQUIREMENTS OF ASTM C-443. 36CON STANDARD ECCENTRIC 12" OF 3/4"-0" COMPACTED BASE MATERIAL n r w ra a a a e r r n.r - COMPACTED BASE : 4 r ROCK 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE • �I WATERTIGHT. MANHOLE SECTION � '� 48" �� '� ' 12564 SW Main Street Tigard, OR Z 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A ��(VARIABLE 1'-4') 97223 . 48" MINIMUM �..:: 0 MANHOLE AND CHANNEL DETAIL. • . P [T] 503-941-9484 #6 BAR AROUND OUTSIDE OF OPENING w 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL . 5" MINIMUM MANHOLE STEPS SEE : #6 DIAGONALS BOTH SIDES OF OPENING RUBBER GASKET 0) REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. , •., STD DRAWING NO. 100,,.' 5" MINIMUM #6 6" O.C. BOTH WAYS • - 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) "• FLAT TOP SMOOTH FINISH CHANNEL MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED 1ST SUBMITTAL: O1/O4/2022 TO 3/4 VERTICAL HEIGHT ON THE INSIDE FACE OF THE MANHOLE. o .'' 0 SEE DETAIL "A" (OPTIONAL) vwi OF PIPE. `O m 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND REVISIONS NOTES: PIPE 4" MAXIMUM CLEAR •OF PIPE WALL. •': 1. ALL JOINTS AND RUBBER GASKETS SHALL 6" MINIMUM OVERLAP. ,. I.D. + ' NO. DATE DESCRIPTION CONFORM TO THE REQUIREMENTS OF ASTM 64" DIA. .. , . 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" : C-433. !"• •: • '!. •'� ' '"'•'• FOR SANITARY CONNECTION AND 48" FOR STORM •s=-%�.l • 25" • • •• i• , �•• •'•• CONSTRUCT CHANNEL AND CONNECTION. CONSTRUCT 2. ALL MANHOLE SECTIONS SHALL CONFORM I �' r. ::f +'� •.•'• • •., « ;r MIN 12" SHELF IN FIELD ° CHANNEL AND MIN TO THE REQUIREMENTS OF ASTM C-478 . • ° • : '• .:a •' • .••' '• . •M: AND APPLICABLE PROVISIONS OF 8" °°. a. 8 MINIMUM CONCRETE • 4•• 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME ANDS • 12" SHELF IN FIELD a .' COVER SHALL BE USED IN ALL EASEMENT AND OFF STANDARD MANHOLE, SEE STD DRAWING TYP. • e I °,.• • '• d r S•• • &�= rW►r r STREET AREAS. SEE STD DRAWING 130. .. • ••• • NO. 010. • -L - - - - �'. 44V M �l�• l ,,,,,,,,i,,,,..4.,,,*.4.t.0-40.4* AfAfrkf14,0•,„Pf44.10•44k.tite-AtInteraent44.+ � ••ft f f•,yj�•�•irf�Rr 11. ALL JOINTS AND RUBBER GASKETS SHALLCONFORM TO THE la 3. CENTER OPENING FLATOP REQUIRED. I 14 „ -`##! IF! I t•• •w t • •••• t •t• e REQUIREMENTS OF ASTM C-443. Pry • 4. NO STEPS ALLOWED IN SHALLOW FLAT TOP _jiii4 48 r 1�F I F r 4i! i�. 'ter ••••j j•j j•j �_r` MANHOLE. =•m��yi .sur•r•wpp ~-i I.D. 12" OF %4"-O" ". • •• z RUBBER GASKET 013 5. ALL POURED IN PLACE CONCRETE SHALL ' •-:•4.:17-.4.--., a ••, 1 NOTES: COMPACTED BASE ROCK .r; 4� HAVE A 28 DAY STRENGTH OF 3000 J • •`` As_BuiLT PSI AND A SLUMP OF 2" TO 4". 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF NON-SHRINKING GROUT SMOOTH FINISH ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, !•••r•••!+r••• ••• •••• =,•�+ CHANNEL TO Y .tef awl DRAWING NO. 010. ••rr�•• ,••!••.040 3/4 VERTICAL DATE 1�✓07/ 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH 12" MINIMUM OF 3/a'-0" COMPACTED fAHEIGHT OFAPPROVED OF 3000 PSI AND A SLUMP OF 2" TO 4". BASE MATERIAL '!'� r'•`�' �'• "ear ,, •- PIPE K� SHALLOW FLAT TOD - - STA\ DAD NA\ HOLE �� . N A\ HOLE C1eanWate� Services V A\ HOLE A S_ CleanWater Services CleanWate� Services DRAWING NO. 040 REVISED 12-16 REVISED 12-16 DRAWING NO. 020 REVISED 11-16 DRAWING NO. 010 CL N. TOP VIEW I N SPECIFICATIONS: h B 11 GAUGE (.1196") ri 1) CLAMP AND BRACKETS ARE TYPE 3044 STANiejtA.G.Ce W�REINFORCD OEMENTLE AT TOP _ 58" DIA. !'�lQh W e �/ STAINLESS STEEL, 11 GAUGE (.1196"). OR 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE RUBBER GASKET FLAT TOP N 18-8 STAINLESS STEEL. DIAMETER VARIES 3)RELINER CLAMP/BRACKET AND ANCHOR OR WITH SIZE REQUIRED, W/REINFORCEMENT APPROVED EQUIVALENTS. PIPE PROJECTING 2" BEYOND INTERIOR ��///// O ix16x1.25" Anchor Zinc AlloyLead IL SURFACE OF MANHOLE NON-SHRINKING GROUT , /' TaylorMorrison. M / WALL IS NOT ALLOWED WITH WATERTIGHT SEAL OA� 41 6� O �nmN:mmnm�n��um��onnimimrSEE STD DRAWING 030 �" 6 BAR AROUND DE OF OPENING Lu 1.25 k7ixi SS Washer A I 4„ l,- A #6 DIAGONALS BOTHTSIIDES OF OPENING 10"P • • 25„ N 1.50' 48" MAX. FOR ttijiliW #6 6" O.G. BOTH WAYS %" - - - - STORM AND SOUTH RIVER uu i i un■ 1.25' 12" MAX. F�: B B SANITARY �. p 75 ' \ 2„ SMOOTH FINISH .' ./ PIPE TYPE, SIZE, NON-SHRINKING GROUT 48" m x16x1" SS Bolt AND CONNECTION 95 B CHANNEL TO - • •.L PER PLAN, AS >-<- o 3 4 VERTICALilw PIPE APPROVED a HEIGHT OF PIPE - TERRACE 1��mm�unmmnm�ammvmnivu�n�� '. v• a' •• CONSTRUCT o) 3 8" DIAMETER STAINLESSCHBO ° ! CHANNEL AND SLIDE 12" SHELFAINDFIE D N / A A %a•• \ • CONSTRUCTCHANNEL MIN in = ANCHOR DETAIL STEEL PINCH BOLT Cl- r SIMULTANEOUSLY 1"/FT SLOPE PHASE 2 I/1 N.T.S. r►� err►rrrrrrrrrr _ CLAMP DETAIL '•� -$.9-1,-1,.-2-I,•• • ••••il ize.• Z I. H N.T.S. r PIPE r' w NOTES: T •�.. I.D. MANHOLE STEP In •° PROF , 1. DROP BOWL AS MANUFACTURED BY SEE DETAIL #100 SMOOTH FINISH CHANNEL TO fr.-\)G O RELINER-DURAS INC. OR APPROVED EQUAL. OPEN INSIDE DR0P 3/4 VERTICAL HEIGHT OF ! •�+ � 1 NEF�v'i PIPE - - T • . .a..'...;. : :2. DROP BOWL TO BE SIZED PER MANUFACTURER'S _ WITH BEAVER SLIDE :,''.,!...1' � 50PE RECOMMENDATIONS ( INFORMATION AVAILABLE ® T 1 p" •' as " ;� � RELINER.COM) OR AS REQUIRED BY DISTRICT •'' P � •� 4: '..•4. � 'XW p OR CITY. Z� -'- Mo 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: 48" MINIMUM 1 ►: PIPE TYPE, SIZE, 6 MIN a OREGON ^ Z F 9 0 Q r•irrri rrrr•rrr•rrr•orrr•rrr• G/ �! 9 ZO *O AWWA C150-1, AWWA C-900 OR PVC ASTM 3034 • AND CONNECTION f ••••• r••• ••• ••• ••••• ••••• yC �`1. 'n SDR 35. INSIDE DROP PIPE TO EXTEND •-•,•••,,,•,,,••„••„•••„••„ as 1'• C 1 PER PLAN, AS A MINIMUM OF 1" BEYOND 12" MINIMUM OF 3/a'-0�� r,-r r,,r,,,,,,,,•,,,•r,,,•,,,•r•• SC HW P c•'- APPROVED - COMPACTED BASE ROCK n 4. NO MORE THAN ONE DROP BOWL PER MANHOLE ;1 . SHELF. r r f• `'r r r•!�!r = ••r �!! ` WITHOUT WRITTEN APPROVAL BY DISTRICT a. ''=' •*'"`- RENEWS: JUNE 30, 2024 OR CITY. I I A _ciSEE NOTE #1----1."- • NON-SHRINKING GROUT RUBBER GASKET Q 5. WRITTEN APPROVAL BY DISTRICT OR CITY IS '..aa r �: = WITH WATERTIGHT SEAL NOTES: STORM cV REQUIRED FOR DROP BOWL INSTALLATION ON WATERTIGHT SEAL • SEE STD DRAWING 030 FLAT TOP 1. ALL JOINTS AND RUBBER GASKETS SHALL =a PIPELINES WITH A SLOPE OF 5% OR GREATER. Z� -113-1SEE DETAIL #030 CONFORM TO THE REQUIREMENTS OF 'c PIPE BRACKETS- ' (OPTIONAL) ASTM C-433. SEE DETAIL ABOVE --- • ••__ DETAILS LOCATE STEPS & 2. ALL MANHOLE SECTIONS SHALL CONFORM MANHOLE LID NEXT ° 48" MAX. FOR0 64" DIA. TO THE REQUIREMENTS OF ASTM C-478 j TO BOWL FOR 3'-0" MAXIMUM STORM AND :0125„ AND APPLICABLE PROVISIONS OF STANDARD Q MAINTENANCE ACCESS y.+ PIPE LENGTH ••i I� MANHOLE, SEE STD DRAWING NO. 010. AS REQUIRED__5 •• 24" MAX. FOR U :• f; SANITARY 7e PIPE TYPE, SIZE, 3. STEPS REQUIRED ON FLAT TOP MANHOLES v, . AND CONNECTION 8" .•, e n-• DEEPER THAN 48" FROM FINISHED GRADE TO N ® •S LEDGE BELOW LADDER • ;• PER PLAN, AS ° .'i 45' BEND a. PIPE I.D. " : APPROVED TYP I I` a I.E. OUT. SHALL BE AT LEAST �':• : ..'••. a - - - t ►+� PIPE i r►� ..%.:• `' - - - - - N '�� 12" IN WIDTH ' `�.;� I.D. •i� �•. . `''• .1;,.... : PRE CAST MANHOLE FOR , .15 •:• _ 4 _� ' ' •''�� LARGE DIAMETER PIPE. SEE 48" f i ... INSIDE DROP BOWL •; 'a'a : /:: . . !.. . :..• .., a•• Q �' •, • STD. DRAWING N0. 160. • f •: '. " CHANNEL BOTTOM � .4,-��••:••' • „, ,�r.�: RUBBER GASKET o �!" • •••° `4 `•• OPEN INSIDE DPOP FOR •'� PROJECT NO.: 395-103 LARGE DIAMETER PIPE TYPE: CONSTRUCTION ro REVIEWED BY: KCS 0 - OPE\ I \ SIDE DROP in \ SIDE DOP IVA\ HOLE W/BOWL FLAT TOD fVA\ HOLE CleanWater Services V A\ HOLE C1eanWater Services CleanWater Services re, DRAWING NO. 090 REVISED 12-16 DRAWING NO. 080 REVISED 12 16 DRAWING NO. 050 REVISED 12-16 0 a z 0 nn ,c‹...,. 5 1" FLAT FACE LETTERING J ` J M (RECESSED FLUSH) c ♦ 01-1/4" NO WA 1-1/8" °' oJ� vp7 vty , �-,� o °O O2 0 0 0 1r��''��\ ° �� z 0 o 0EJIW 0 0 M ATERI AES: ASfM A48 1ill 1 1 1/2" PICKHOLE O �f O i CL35B ��' ci � " : f PLASTIC: 7 ,�Q7 '\ - \? o 10-3/4" CJI � / \ � \,�� MUST CONFORM WITH ASTM ,\4 iv 0 ..... �/ ��11, O MO/DY/YRX 12" BAR C-47MIN MINIMUM STEEL GRADE 60. pR�,��'��`P�. n MEETING REQUIREMENTS OF �� 11 ' � \d‘,.,0- I O O /\ WITH INJECTIONASTM A-615 MOLDED - TO S (16) 3/4" ADE N HOLES AS SHOWN COPOLYMER POLYPROPYLENE COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. COVER TOP COVER BACK 1/2" GRADE 60 REINFORCEMENT ACIFIC COMM( ,SIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 NOTES: 24 3/4" DIA. a '. 4.• •. 5-3/4"---m- • 1. ALL STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 1ST SUBMITTAL: 01/04/2022 C-478. 1/4" 7/8" e•• . . • 2. MANHOLE STEPS MUST BE REVISIONS i_ ' I�I1III1I1I1I1,�_ TIGHT AND FIRMLY EMBEDDED. ,�� A �w NO. DATE DESCRIPTION i. i d° 3. ALL STEPS WITHIN A MANHOLE At SHALL BE OF THE SAME I : •• .. ,••. DESIGN, TYPE, AND SIZE. 2 7/8" - 6" SQ. .i • 12" (MIXING OF UNMATCHED STEPS • : • •d: IS NOT PERMITTED). 7 4. STEPS ADJUSTED OR ADDED 1/2" s4 •Q,I�I�I�II��I�II,�- SHALL BE EPDXIED IN HOLES 22 1/2" DIA. y •• 0 THAT ARE FREE OF MOISTURE . ' .a.•:• .•: AND DEBRIS. (EPDXY TO MEET SECTION VIEW ASTM C881). /.\S-BUILT 3-3/8" FOR PLASTIC DATE 12/07/2022 SAFETY STEPAPPROVED KC8 SEE DETAIL #110 FO MANHOLE FRAME SPECIFICATIONS. STO� V WATER VA\ HOLE LID MANHOLE STEL CleanWater Services C1eanWater Services DRAWING NO. 120 REVISED 12-06 DRAWING NO. 100 REVISED 12-16 r o D_ , N STEEL PIPE CASING DETAIL NO LONGER MANHOLE LID M USED. REMOVED FROM SHEET. A AS APPROVED FACE OF CURB :111(e)te\_ W/ (TYP):1 ATTER 1/4" PER FT. SLOPE co GUTTER PAN (12" WIDTH TYP)� . r �� ' (V i _...._6”-.41.- --owl 6ef TaylorMrison� O ri .; \ : • s FACE OF CURB p M up - 3" WEEP HOLE LOCATED w 7.1 1 \ 2:1 MAX SLOPE '`� N BACK OF CURB AT BASAGGREGATEG(TYP) _-ma.iii.......-""PFli f24 _ • ° Lc) �11w ,=_ r a. .. a s SOUTHIVER '4) \ \ • - ' • ' . • d •• • °r • . • ' • `i'. WATERTIGHT SEAL r SUMP •~ GUTTER .. a ' ' .. . SEE DETAIL #030 • I 2 / \ \ FILL DITCH WITH CLASS 100 RIPRAP . . •p., ^".• / f3'-0" 42" 3' O" 1/2" PRE MOLDED 36"cLCI TERRCE N \) O 4.5% SLOPE ALONG EXPANSION JOINT SECTION A-A a 0 \ TREATMENT AREA A N �/ Air IN BUFFER PLAN VIEW PHA2 J / el 6"(TYP) FOR Q POURED IN PLACE w / / BOTTOM-FACE PROJECTED x QWQ OF GUTTER GUTTER LINE 5"(TYP) FOR PRE CAST rze \O \\ ) O O O WITHOUT 4" MIN. CURB INLET OPENING �D Tpi:xaceo_r__es, DEPRESSION TOP-FACE OF CURB .‘G 11\14- 64450PE N / 4110041100CL 1 1/2" ' ' BOTTOM FACE OF CURB �' OM / / \/\ sew`��, �d1® hili ®�i+:�s �ia�i� + ��v �Lko� / \\ \ 3" WEEP HOLE I� OREGON CiNiii" O LOCATED ��® PROJECTED GUTTER LINE FFG vTti O0 (t NM NM O = WITHOUT DEPRESSION 4.. .•• •' • SUB-GRADE • :''d .� y r•• AT BASE OF d • / 9 2 .� rn AGGREGATE I c C• SC HW P�� WRAP BOTTOM AND SIDES OF TRENCH WITH c%C\/ (TYP) � . / C 1.50' ' 1* � RENEWS: JUNE 30, 2024 NON-WOVEN POLYPROPYLENE GEOTEXTILE FABRIC �36,.'+ `,jO� Q \ WATERTIGHT SEAL ` � 'a N w F O SEE DETAIL #030Lx" � `� 3D" ' �, STORM o_ WRAP PERFORATED PIPE WITH NON WOVENI. 0 \ OC H x" 30" x'� � ,,��,, _ POLYPROPYLENE GEOTEXTILE FABRIC 42" 3s" 1..,' 4111.411.0 1/2" 111104k 0;00 DETAILS `n / /O/� C-------> C)----'/-7 \ 1 1/2" GUTTER 0 6" PERFORATED PVC DRAIN PIPE (ASTM D-3034) \ FRONT VIEW LINE uci 0 5=0.00% FOR ENTIRE LENGTH OF TRENCH \/ \ \ \ PERSPECTIVE VIEW SHOWING N / DEPRESSED GUTTED AT CURB INLET A A/ 1.50' / NOTES: Q 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". On / / 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/a" TO 0" COMPACTED BASE MATERIAL. PROJECT NO.: 395 103 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). TYPE:an CONSTRUCTION /\ (\ / REVIEWED BY: KCS L \ 0 \ L_ET CATCH BASI \ ( CG- 30) - ?(-- DISSIPATION TRENCH DETAIL CleanWater Services `% N.T.S. DRAWING NO. 330 REVISED 12-16 2 a z D3 . 02 FO �_ ONR FURTHER INFORMATION SEE PROPERTY 1. ALL STORM AND SANITARY SERVICE DESIGN GRITtRlh SEE PIPE LINE OR LATERALS SHALL BE MARKED ON THE CHAPTER 4 Of GLEAN WATER SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS. 9E RVI ES EROSION CONTROL I 1 SPECIFIED EASEMENT AND SEDIMENT iCONTROL — •STORM DRAIN LATERALS "D" D PLANNING AND DESIGN MANUAL RIPRAP: •SANITARY SEWER LATERALS "S" • ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. LETTERS SHALL HAVE YZ" MAX. WIDTH •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-TI-HIRD ITS LENGTH. I I2. . -I', ANDAMAXHEIGHTOF4" r 3. LETTER SHALL BE CENTERED ON TOP 1 '�.-- !*.--:;_ , •ROUNDED ROCK WILL NOT RE ACCEPTED UNLESS APPROVED BY THE DISTRICT. I FACE OF CURB. !ill.; SECURE NX4ST IN PLACE +, a- RIPRAP INSTALLATION" — AGAINST PLUG W/ CURB STAMP DETAIL �' �%# r *= :y= '� BACKFILL TO PREVENT !' :_•} �'•� .•: PLUG BLOWOFF • EXCAVATE BELOW FINISI-I OPADE TO DEPTH S. DIMENSIONS SHOWN ON APPROVED PLANS. T` .10 INSTALL WOVEN GEOTEXTILE FABRIC. — �� _ PROPERTY LINE OR 1 HEIGHT PLACE RIP RAP TO FINISH GRADE. OF HEIGHT: TOTAL UTILITY EASEMENT STORM 12" 2X4 LENGTH OF 2X4 ir::. ;t �� OR 1 .LOT LOT#: AS SHOWN ON ,#;tit�rit�•, ,it+# SANITARY MIN 1 ' APPROVED SET OF _ '=. .. 11 SEWER PLANS MARKINGS TO 2X4 *;'- a==2!' • PLAN 36 r..;,; .: �5_.: MAIN FACE STREET s� _ _ • GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: COLOR CODE SURFACE 9�F r: li = R 5-=_:' GROUND 12" `air ice=' -�� (GREEN-SANITARY) CLASS CLASS CLASS CLASS CLASS J �— (WHITE STORM) 1 cr=•--= =E_: 50 100 200 700 2000 PERCENT 'AC IFIC COMM( ' "SIGN NOTES: 316, J ENDS CF BAGS WEIGHT OF ROCK (LBS) (BY WEIGHT} g �h� 12564 SW Main Street Tigard, OR 1. FOR NEW CONSTRUCTION ALL SIDE SEWER m PLAN E V Y OVERLAP fi"TYPICAL 97223 (WHEN REQUIRED) 60-30 100-60 200-140 700-500 2000-1400 20 [Ti 503-941-9484 AND SIDE STORM PIPELINE CONNECTIONS GROUND NTS ( -1 _ 14{}-Fl[� Q- QQ 1400-700 TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC > 30 FACTORY FABRICATED "TEE" FITTINGS TAPE UNLESS OTHERWISE APPROVED. 15-2 $ "$ 200-20 �" � � 2. PIPE MATERIAL SHALL BE ONE OF THE - 11-111- N EXISTING GRADE . 60 . 2-0 2-0 8-0 20-0 40-0 10 FOLLOWING I = I=111= TV , RIOFIL R 8A 1ST SUBMITTAL: 01/04/2022 A. PVC ASTM D3034, ASTM C900 I-1 I- O APPROVED TIVE B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING III= = 33 TSW, T1 P AtTERNAEQIJ (STORM ONLY) THE FOLLOWING: I-I : . (WHEN REQUIRED C. A-2000 PVC ASTM 949 J - y e! . e REVISIONS FOR SANITARY: "CAUTION SEWER BURIED BELOW." 1 1 1- D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." 11=' ' NO. DATE DESCRIPTION E. CPP MEETING AASHTO M252 111. ¢ ! .r PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 'SII.-�.-I'-• „ "- __, ��n-r 11I 1- �II#II'-' /-�-"-'-:' •�f-- 6' IlN- .r �1i t:e:r 1�i #: I. 11F II1 _ •.•:'e:�_.LL:_._'. .:.. --:.;.:ri'._a:■_. ..,'.a+: 11E11 :11.-m 1iI 1E _11 r:r=i.'r;a;r;i�i...Nii,.r:i:r.avr-r=l,,,Pi i.,r:*:e:ar.r:4.. . III- ,;I'� . ,-.-----.-,-.-• - , .-.-.-��0. i:e-r-f,•,.-i,r-,ikt.t?,r-r:t,#:r�_r-y-r=a li III= •11 11"ih 1," C ir411mml 1= CAP/ '-I1,:II ill=1=i—il =[1911•• --' =Y:• .i � :-_11-I PLUG NON-'WOMEN G OTEKTIIE iii LY18" ilk.-4,- .Y:. 1 L 1k4r 4 s0Y:, ..:_-� _ f I Ll I L. to ;.r ,0.Y_;.r= MINIMUM SLOPE FOR 3 4"-0 PIPE ZONEAs_BUILT .etAilt i L' 6" PIPE = 0.010 MATERIAL AS SPECIFIED 0.-01-0:1•b�, �_�I itne 4" PIPE = 0.020 1_ BIO BAGS ONLY REQUIRED. WHEN DISCHARGING SEDIMENT LADEN WATER. .�_10 �,- DATE 12/07/2022 2. STAKING OF BAGS REQUIRED MTh EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR ELEVATION APPROVED EQUAL PER BAG, APPROVED KCS SIDE SEWED / SIDE STOP VOUTLET PROTECTION PIP RAP DETAILS > > ELI \ = CleanWater Services RIP P RAP CleanWater Services CleanWater Services DRAWING NO. 520 I — (DRAWING NO. 820 REVISED 12-16 DRAWING NO. 770 REVISED 12-16 REVISED 3-07 v /- I ' C 1- --- - M N ievtace - i " i/ r� CLASS "B" CLASS "A" R: ex 1/2"x3" PLATE (.4) 4. * WITH 1/2"F HOLE SURFACE SRESTORATION M I ,irr � / SEE STD MOUND EXCESS NATIVE MATERIAL Ta I o r M o r r i s o n iJZ" IACrIVG DRAWING 600 OVER TRENCH TO ALLOW FOR Y Q i�F 111111H11 ` SETTLEMENTJJ fl T-CUT ASPHALT • DETAIL MMibiLu 111- ��"�` 111-111- _ - -I I-III-III---, -_ =111 -III_111-� SOUTH RIVE R ° 11;111 I-I T 1=111=1 111 I I- on GRATA DIMENSIONS • _111=111=111=111=111= i- I-�I=i 1=I III-1 H 'A' 'B' I 1=1 II 11=1 1=1 I I- / �/ )11� 1E111-=, a 12" NATIVE TOP SOIL rr Ti rr l -1111 ' 1-I R 1 I I / i 1= I' IF TOP SOIL EXISTED . , 111-' -III1I1E 95% COMPACTION /O% COMPACTION 1='' PRIOR TO EXCAVATION. : --''''-'2---: F 60" 72" $2 1/2" 1El 11E11 WITHIN 36' OF 7 / / 11 0 — '�' - 4.1 " 86" 99" { —,1T1=1T1E a SURFACE a/ / 1_ TER RAC E N I: =:..: : -:: - : -- = 1:1==7=7._� ,1111�11� ° d / / / 1111'11 UNDISTURBED = UNDISTURBED �_ 90% COMPACTION I FLATBAR GRATE � -I� � j NATIVE � III- EARTH EARTH T a BELOW 36"OFVMATERIAL -� J ° SURFACEr. / I1 PHASE 2 a a / / 111- GI / // illi PROF VDARIES d.3/4 ROCK,_, ' `C',, rY o / �� I NFFC`0/ F ,... - `� / , // ` 64450PE o OPTIONAL HOLE(5) a d d a G WET I� d —t- -- (CUSTOMER SPECIFIED) 3/4"-0 CRUSHED a Q 1/2 PIPE �� v- OREGON o^ Q. ROCK PIPE ZONE d '4, , a O.D. PLUS 6" G/,l, 9, 2O •�`� ireas ° d o i 30° SLOPE— ..+_ _s_ SCHW Pi1I �.-�.-�.y.-�. �.-, ..�.�.-�.-�.y, rRENEWS: JUNE 30, 2024 -IIIY -Y•_. ._._._._•t,Y; -III-1a SLOpE fits 3/4"-0 ;. .T4L c�Ir4 1 1, 111-111N -III � ii� � � �• .•...•� � .1=111=11f PIPE BEDDING � � • .�.�, -- •-•_�.--_��►`��..t -I 1 _ -_ x,t_ _ 4.41;4 0_0 0 0 x . 111=111E11 STO RM _ _ fit lelitilit :*x-x�_.Y,"-xk�_: : sY- I El I 1=1 11- a f , � 1-111 * i :* �:�*- * ' ,-111-I11-III_= I Table 'A' 111=11 ` "'- -' -----4---"-.--'-'-- 111=111=, 1 I'- -I 1-I 1-I 1-I 1-11 -III-1 I-III-I -I 11-III-I 1 -I 1- DETAILS UP TO MH Dia. Wall Thk. ' Weight Per Ft. Slope Ht. '' -I11--111-1I I-1I I_I11=111+111111-11 I-111=111111- • _o SEE I { '1-III 11- 11 '1=111- TRENCH STABILIZATION: in ,7 or - r� "- IF REQUIRED, TRENCH STABILIZATION Q 1,. �- ..1 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY U 4 "A' A 60," 6t+ 1500 41 1(2" 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT ,n II 0I —' " 2000' "- 1 2' OF BEDDING MATERIAL. 46 1 v N I I NOTE: 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO L _ I INSTALL THE PIPE IN A SAFE MANNER. -/I' I i 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. 0 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING PROJECT NO.: 395-103 N OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. c TYPE: CONSTRUCTION (csADVANTAGE PRECAST SLOPE INLET MANHOLE REVIEWED BY: KCS O 1302 Candlewaod Dr I4 - Voice: (503)390--2048A 48" 60"V�' 'r T _\ C H 3 A C < E I L L Kizer, Oregon 97303 Fax: (503)390-1545 M . Commie: 4000psl + o http;0www.AdvantagePfecast.com DETAILS CleanWater Services rn "A Locally Owned Small Business,Where Serine Cares First." @I �u1 SeeTable ' ' Jul,2007 rn DRAWING NO. 590 REVISED 12-16 2 a . Expansion Joint SEE STANDARD DRAWING Expansion Joint ONE NO. 5 Two NO- 3 A RECESSED SEVEN NO. 3 BARS _ 28 S/4"AREAAT 5" O.C. 27 3l9" 320 COFOFRAME A EAR-\\. 9Af�S �t A ANO CO' R 4. _ . I 1 7-:ec , . d * A .. 4 _ >4 C11_. A IA ,0!•••,•14 A. ,. 4 . 1tF�Ga# h J e a " 4 . 'Q • a i /\ s, u 11111 : #- .4 .4 �, 4 I! ft i t II I I I I I 1 11 U U H I I I I I i tUL-LI r I IIII a _ I 1 -ill .4. 4 4 e .& I I I I 1 1 I °� TVP- E X 3- BOLTS -+-I /2" 4# A ad .° # r$Rlrnow d a ! J I ! J I J I I I * ry 1 j"1T 2 EACH END R f d - 11 I I I I I 1 I I ] 11I I I �� , ` x ,, R ' �1 �T °r • IIII IIII �T 11 11I 11 I �. EDGE FLAT SECTION A-A e 2 4 11 II II IIrl li II 1111: III II IIUai1I1Ti1 I4 " B y 3- K 2 1/2" .X „Va" PLAN €EW - STANDARD CURB AND GUTTER ALAN T . AN E IPROTECTED --JSEE STD DRAWING NO, 320 } • Gu71FR RECESSED CURB INLETS TO BE FOR FiiMAE AND COVER- LINE REINFORCED CONCRETE INSTALLED IN I11 1 1/2" OF FALLACCORDANCE W1TH DRAWING HO, 310 PLAN 7 1/2" VARIES TO A TOP OF mATCF! CURER ?" Q � PAVEMENT TYPE 13 1 2' nagraRRENsmma • s"± 2 1 ' 'ACIFIC COMMUNITY DESIGN I.IrIf/. rizing.i�!I #4 Or y...:.. ' ,1 1, " 1/2g /B' k 2 1/2" FLAT :`:' NO. 5 �A2' II If II w II Ii"'j 1 ��I■I�i■Iilr!sl� $ARS CENTER 12564 SW Main Street Tigard, OR 11111111111111 97223 F r1BAR ' [T] 503 941 9484 _ _ _ tL _ llllli1111 Ir NORMAL SLOPE m+,- F yyx - 1ST SUBMITTAL: 01/04/2022 �I1 YIEEP - �� p , f/ " 18- 1IIJiiIIIIII BARS ,�- m w ROUND "° �' a = 1 [111ii LI 1111 7 111111111111 -lb • REVISIONS 'Il 1 Ir I is RMF v +_ $' FOR POURED IN uP 2 / � I I 4 NO. DATE DESCRIPTION WATERTIGHT SEAL J + c PLACE OR 5 WITH k a tf J 1 U 111111111111111_ to SCE DETAIL I. 4 A A- T REINFORCEMENT e �. NO ARS d . ' 1 M11111111111 �I FOR PRECAST Y OPTION: ONST, JOINT= N0. 3 j _ , - 28" - - -27:-- I 1/3 OF SURFACE AREA BAR I M I� 111111111 1 • { 2"r i II 11 ,11 II JI Iy <I 1!.I•Ii1•111MI 1 L SECTION A-A SECTION B- B .- - -. IFN. 1 1/2" B .... .,„ SEE HOOK BAR 3/5" X 2 1/2" PLAN NOTES: ' " Y 4 RETAIL FLAT BARS EACH END 1,5" SECTION I3-131. CATCH BASIN SHALL BE CONSTRUCTED 1N ACCORDANCE WITH ASTM C-478, I TYPICAL BOTH ENDS OUTER BARS AND EVERY SECOND 2. RJ5NF EI.IE STRUCTURE ON MINIMUM AT FI OF -0" COMPACTED BASE MArERIAL, I"" DAR /\S 3. �EI�OI�G�MNG �TAFiOR PRE CAST CATCFk BASIN SHALL BE REBAi� MEETING AST#x1 A-615 GRATE 60 4R YIELDED WIRE �+�L.TI�I� �� '� 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P,S,I, AND A SLUMP OF 2" TO 4". �-- FAIN. 1 x Z� pp NOTE: 5- CHANNEL REQUIRED IN FLOW 1HROUGf1 APPLICATIONS. AS APPROVED- ALL OTHER APPLICATIONS REQUIRE AN 19"SUMP HOOK BAR R FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FIAT BAR STEEL OR APPROVED EQUAL DATE 12/07 2022 BELOW LOWEST PIPE INVERT. DETAIL APPROVED KC8 O. FULL CURB E1POSLRE REQUIRED CANNOT RE LOCATED IN SIDEWALK RAMPS OR RAMP WINOS. GUTTER 84 CURB INLETGUTTER & CURB INLET CATCH CATCH ASIN FF A IE AN [ CRATE CATCH ASI (cC- 2) leant/ ater A S I N (CG - 2) R E I N EOR C E 1 E N T leanWater dices - 2 ' rAWater Iervilip DRAWING NO. 300 REVISED 09-16DRAWING N0. 310 REVISED 12.-06 DRAWING NO. 320 REVISED 12-06 a) IlEilia N PERFORATED PIPE MANIFOLD PROFILE CONSTRUCTION (V�, iejtACACe. > z _6 OVERFLOW TO 0 U P o >- >- a, CONVEYANCE 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended c w - zz C1 CO I- topsoil. Topsoil amendments shall be garden compost, not conventional fertilizer Q P A 0 U o � > TayIorMorrisort o :•; amendments. "O o o/// I ri I, p 0II'll I' i I 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the Q 16 w \1I \II% � � ,I \i/ l j) 11a 12" MIN. TOPSOIL \w D a v Q - swale cross section, fabric shall be held in place in accordance with the manufacturer's I� , w 0 o Q E Z to w 111- I I-111- I I- 1-__ III- 111-111-11-111= , , ► ► ► 1 1 1 1_ •g� = III-I 1-I 1 I-I 111 111- 111-III-I -I 1-111-I 1 ♦ r ��" a w cn N -1 I I-III-III-I I-I I I- 1=1 1=1 -I 1=1 -I I-I installation requirements. Anchors spacing shall be based on 3 s flow over the fabric. 1 `�' z U' 1�1 GROWING MEDIUM q p g �r�u l* O w SOUTH RIVER ;� -111=1 T 1-1 T El 1 I-1 1-11 r 1=111-1 T El 11=1 T 1=1 I a. Treatment area-high-density jute matting (Geojute Plus or other approved equal) . , , ► 1 1 1 LAO m o 1111-1 11=1 1-III=III-I 11= I_I I-III=1_I 1=1 11=1 T -111 ' ' ' ' y 1 w way Y 4 w Q LLI I 1=1 I 1 III 11 11 I 11 I- -1 I la II III III-1 I I I _ b. All other areas - low-density jute matting (Econojute or other approved equal) '.., 0 111=111=111=111=111=111= 111=111=111=111=111=111=1 , , 1 I ► j�`k' X - „ 3x, . . , o �, w TERRACE .-._..._._:.........._: ..;.. ... CHOKER COURSE 3. 2.5-3 inches of 2 -4 river run rock shall be placed over the matting evenly throughout the 1 � ,��,,,,,,►�� N .Ir + ri► ir+'i' 'y+'i r S • • •-•�•-•�•-• •�• •-• • • • • a Q : w o' 0 a ��0 04 /040/0 • PIAMPI MIlt:ems length and width of the swale. �,� o o z N ..........,•-•,•-•-..,......•-•-.•-•-.•-•,. DRAIN ROCK J'1! 0 CaO O 0 •• a _ r. . ...04F.,...;•fir-` ,Eteeop imps 4. Plant materials shall beplaced in accordance with theplan andplant table as shown on "�`��'�� w Q z o L N w �•� �� t ��j� w w O U Z CV c� w N o o o o o o o o o o i l o o o o o o o o o o approved plans. ��Qj� O 0 z` • fx •0 PHASE 2 Lu az a 1- a 5. The water quality swale treatment area plantings can be deemed "substantially complete" J N o W ,M I- BOTTOM HALF - NO HOLES OUTLET TO APPROVED once active green growth has occurred to an average growth of 3" and plant density is an �' * Z 0 o r w 0 CONVEYANCE SYSTEM of 6 minimum 1-inch lu s or a uivalent foot. "' - D4 w J J o- .0-\) PRI F , PERFORATED COLLECTION averageapprox. plants ( plugs equivalent)persquare \ J w aJ cc PIPE RUNNING LENGTH OF LL o-o_ a D a 0 FACILITY 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth Wit;;� w o N ,„ w c�� 0 I NFF / if, and density matches the engineer's design as shown on the approved plans and all other "'. Q= N 0 0 W w �` 64450PE V�� F OF w Qd • 5 requirements have been met. The engineer must certify the facility to be functional, in ' c Q o 0 Lu o< D W UCC K accordance with the approved plan design to begin the two-year maintenance period. SWALE BOTTOM o <o o o � ,9 OREGON o^ Rz o PIPING NOTES: 41 a MAINTENANCE v 2' MIN. w w Q o Q N GCS ,c(<\' o : w w z< w Dv o 4 9, `� • r, FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC SCH40. THREE-INCH PIPE IS Z �� Y w Z w z J P o w 5 CHW REQUIRED FOR FACILITIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH w i ° -U 0 Qg m O U` 0In G' Dw w 1. The permittee is responsible for the maintenance of this facility fora minimum of two years 110 �� o_ w ,� z - D o <w o D o RENEWS: JUNE 30, 2024 PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING �� _ � ce o J=o w CODE. following construction and acceptance of this facility per Chapter 2. z N I- Z �;z CO~� I- - N FOR PUBLIC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE 2. Irrigation is to be provided per separate irrigation plan as approved. J o �� E >I zo 0 < = REQUIRED. Z Z _ U cki w)_w U Q w STORM a Note: Irrigation needs are to be met using a temporary irrigation system with a timer during Q J l E N o o m o- Q zQ H<O-- U- the dry season. Systems should be winterized during the wet season to assure longevity and O . ^ �� 0 w_,>Z o,.c, DETAILS E NOTES: guard against damage from freezing temperatures. Water source shall be as shown on the o o tt * X w Q Q JD approved plans. Q o �14(1 ct 0 �~0_a_=- x 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM U Al.., < 0 a (�o Q w ct U1 5 u IMPERVIOUS AREA BEING TREATED. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice _i 0 ° o OO w - aQoQi-mJo In2. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. w '' a Ca Q o' OL6 EowInannuall S rin and The landsca in shall be evaluated and re lanted as z � � w w o cp z N Q o d o au) LC v 3. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. y( p g Fall). p g p necessary w �r1;i o�, o Q �, v 80% 90% � � �� 0' U2w zz- 4. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. to ensure a minimum of Survival rate of the required ve vegetation and aerial 1 w- z w v) 5. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION g �v V;� w Q w O C o 0-1--c5 o O a w OF MANIFOLD WITHIN THE DRAIN ROCK LAYER. coverage. Non-native, invasive plant species shall be removed when occupying more than Q z o-z o m w0_HUUJ 6. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. 20% of the site. �'� z LL 0 w w Q w Cc,. J .0 7. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM 1 MIN. X 0 a o o o o a Q THE EFFECTS OF SUNLIGHT. 4. The facilityshall be re-excavated andplanted if siltationgreater than 3 inches in depth a 1 - -' W > z w z w--w 0 P cn I_0 o I-ao I w o w Q w w o_D Q N e[ o PROJECT NO.: 395-103 occurs within the two-year maintenance period. •0 5' M A _ v o Q Ln oc x o_,w,-w U 3 o TYPE: CONSTRUCTION 1 U) w cn Z L - - � Nt"� 4t17 REVIEWED BY: KCS PERFORATED DIFF DETAILS WATEP QUALITY SWALE WAT-R .� ALITY SWALE 0 � c. C1eanWatei Services CONST U C TI O N & Iv A I N TE N A\C E NOTES C1eanWate� Services C1eanWater Services °' DRAWING NO. 402 REVISED 10-31-19 M DETAIL NO. 710 REVISED 12-06 DRAWING NO. 700 REVISED 12-06 2 a Z 0 ENCAPSULATED WATERTIGHT SEAL A RUBBER GASKET N7USING NON-SHRINKING V • SIDEWALK GROUT. LI' 3"CLEAN RIVER ROCK ZTr MIRIlif yr •I PVC PIPE CONSTRUCT CHANNEL AND MIN 12" SHELF IN FIELD, 1"/FT SLOPE °'.. :••••• . WATERTIGHT SEAL (�, I D� D 2 MO r / / SANDED BELL • USING NON-SHRINKING ''•. p A p p FITTING s GROUT. i 5" MINIMUM , \\/\\ • ?•.'••..•°a- • _ _-� PIPE \ 7 I \ I.D. � /a CSP I.. ,a \ /\,\/\ PVC SANDED BELL D.LP )4111110 a, 9 4"CONCRETE SIDEWALK PER CITY OF TIGARD \ E. -- - \ _____) </_11111::7 / - DETAIL DWG NO. 120, SEE SHEET D2.01 /\ / c111117 fa / WRAP BOTTOM AND SIDES OF TRENCH 6" MIN. /\> , WITH NON-WOVEN POLYPROPYLENE - GEOTEXTILE FABRIC WU:*-I. \ 411 +iia °�►� 1'i'•_ KOR N BAND •��.`��. •` .�+��i nv�prA� ranaaer ,n.r• •r �, -� N INTERNAL '''� •_.,r 3.5' MIN. 12564 SW Main Street Tigard, OR SMOOTH FINISH CHANNEL c_D \STAINLESS TO 3/4 VERTICAL HEIGHTDEPTH ) 97223 STEEL BAND OF PIPEWRAP PERFORATED PIPE WITH [T] 503-941-9484 ��.-� 12" MINIMUM OF 3/4"-0" C NON-WOVEN POLYPROPYLENE 1111111 COMPACTED BASE ROCK \ati GEOTEXTILE FABRIC INTERCEPT 11/ 1ST SUBMITTAL: 01/04/2022 PIPE ' 10"PERFORATED PVC DRAIN PIPE = WATERTIGHT SEAL (ASTM D-3034 SDR 35)@ S=0.0100 °:4.• USING NON SHRINKING pd. REVISIONS GROUT. NO. DATE DESCRIPTION FLEXIBLE ...,.. CONNECTOR 7 .:::::. , , Nf RIBBED \ Ill1 KOC N SEAL BOOT PIPE 111111111 \ \ \ GASKETS :°'•' / / NOTES: y: a. : / \ \ \ 1. ALL PRE-CAST MANHOLE SECTIONS SHALL °•• CONFORM TO THE REQUIREMENTS OF ASTM •• C-478 AND APPLICABLE PROVISIONS OF \ ' AS BUILT 1 STANDARD DRAWING N0. 010. 2. ALTERNATE METHODS TO BE APPROVED BY CITY/DISTRICT. BIBBED PIPE W TH GASKETS DATE 12/07/2022 3. BOOTS TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS/SPECIFICATIONS. I 2.52' 7 APPROVED KC8 VA\ — OLE CO\ \ -CTIO\ S CleanWaterr Services DRAWING NO. 030 REVISED 10-31-19 FRENCH DRAIN HT NOT TO SCALE lip L_ a N. NI- -i: M N r,-)- R:ciAvt, ievtace. N LL_ TaylorMorrison. M c I- W W = N ELEV241.00' SOUTH RIVER I I PLACE 2.0'X 1.0'X 4'PVC PLATE WITH 1.3'X 0.28'NOTCH AT ° ° TOP OF PLATE ON UPSTREAM SIDE OF WEIR WALL. SECURE 0 PLATE TO WEIR WALL USING SS HARDWARE(6 EA.) TERRACE CUT 1.5'X 0.5'NOTCH IN CONCRETE WEIR WALL a fV 0 0 a �/ v, PHASE 2 a1_ EXISTING WEIR WALL o o o (_/_; PRIN\\ �I NEF�/ 64450PE 0 M ri �G1+ 00 OQ o �/y W• 9, Z ,x. -Z C SCHW •- rn 1 • RENEWS: JUNE 30, 2024 N a 2 WEIR WALL DETAIL STORM 13_0 a NOT TO SCALE DETAILS E N Jo Y Ln Z.; a) t N N 5 in N a Ln PROJECT NO.: 395-103 N c TYPE: CONSTRUCTION I REVIEWED BY: KCS 0 0' 0 M O LC) Os M 2 Q Z 0 e -. -. 2 � .. . �: STRUCTURE NOTE: SANITARY LATERAL TABLE e r ---- ____, ALL SANITARY AND STORM DRAIN MANHOLES OUTSIDE LOT # STATION LENGTH SLOPE IE ® LOT i OF STREET AREA TO BE SET MINIMUM 6" ABOVE GRADE W - - —_ WITH WATERTIGHT/BOT DOWN FRAME AND COVER. SEE 35.14% 268.7 110 10+02.45 (SSLN-G) 20.50' 11.1346 2(f).71 3r — � CWS DRAWING NO 130, SHEET D4.01. 11111 **111— 10+43.30 (SSLN-G) 20.50' 45.56% 272.90 — l,"„ I> ,— 4529% 274.0 I 112 10+75.30 (SSLN-G) 20.50' 161091k 11:17j., 274.04 ff.-m=7)7j ``/111 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON == /,, , PLUMBING SPECIALTY CODE. �: �� **BROKEN/MISSING LATERAL BOARD I 11 w 1,0-21'-1Inl..... ,,,,.._.,,,,,„,.. I,..,no `` _4' .__, KEY MAP • GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE _ ® STATIONING. PACIFIC COMMUNI DESIGN `� $@_= I '►, `> ` 1:74.1.0001i1111) (S)e.‘ 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR �„ I •�, % TYP. OTHERWISE NOTED. 97223 ', �; © t, [T] 503-941-9484 +-%.. . �� .t �� _ _ — 110 I II Wiz ,��. �� ~� I _ — �- �.� ` �� 1 II II Cl':461-..•74.-i \ TRACT EE .. TRACT DD 12' WIDE MAINTENANCE ACCESS TRACT BB �� k�Q1 1ST SUBMITTAL: 01/04/2022 ofia '•`` f ROAD SEE SHEET 204 �/�• 1 SANITARY NOTES: II1 1 ��° �- z� �� TRacTz �,��,��z'�' �%� �O REVISIONS II u s ,�,i,// S; v� t) 0 INSTALL SANITARY MANHOLE PER CWS DWG x / u \ ';% � p CP p NO 010, SHEET D4.01. NO. DATE DESCRIPTION .r� / 15' PUBLIC SANITARY �'�'//;� ip05 L \\ __ _ _—— ——— / / SEWEREASEMENT •° � S 2 INSTALL 4" PVC SANITARY SEWER LATERAL I — // ~ \ O @ S=0.0200 MIN. PER CWS DWG N0. 520, N I\� / — T/ +ôo 6+00 7+Zf0 +oTT ••+a0 SHEET D4.01. SEE TABLE THIS SHEET FOR SSMH O N I _ __——— O ISS i SS I . I SS I 1� I -ss--I O''� LATERAL INFORMATION. 833957 __———— _ I-, ., = — — — SSLN-G 10.00 I 1+00 0 Imo ,,i�zra __-- — — — �� T,0 , SSL '�7,� A O —�+ ,�, 0 0 EXISTING SANITARY MANHOLE PER WASHINGTON COUNTY MSTIP. PROTECT IN I O PLACE. SSMH 0 I © O 0 G3 O REMOVE CLEANOUT AND INSTALL SANITARY AS-BUILT MANHOLE PER CWS DWG NO 010, SHEET SSMH SSMH SSMH D4.01. MAINTAIN EXISTING SLOPE AND DATE 12/07/2022 I I G1 G2 G2.1 ALIGNMENT. CONTRACTOR TO FIELD APPROVED KC$ VERIFY EXISTING SLOPE AND ALIGNMENT \ \ SSLN-G - PLAN AND REPORT DISCREPANCIES TO ENGINEER. \ \ O EXISTING 12" SEWER STUB AND CLEANOUT , I \ \ SCALE: 1" = 50' PER ROY ROGERS WIDENING MSTIP. -- N. REMOVE CLEANOUT a 290 - i290 0Ln — _ cve M — N r.2-is is LL, 280 — - - — owP��R 280 TaylorMorrison. ,-. 0 Li_ $ pROvOSE ,...„ FINISH GRADE @ n �" L.Li - SANITARY CENTERLINE ,1i� — `� 12' IPV�I SOUTH RIVER 270 ,,��J on EXISTING GROUND C� ROP'" Alb- EXISTING 5 1 270 SANITARY CENTERLINE _____'‘.72:--. j TERRACE O / 260 - _ _ '' 260 PHASE 2 EXISTING GROUND @ -- — — SANITARY Lb SANITARY CENTERLINE 21.79 29.85 LF 12" (PVC) _ _ — — — —. — LATERAL, TYP Z @ 1z ' 0573 pVC) Li-, FINISH GRADE C — — _ _ — — —4,. 1 LF 1� 1 , rp PROFM 250 SANITARY CENTERLINE /— _ 5 ;.1 _,_.(-1 250 40PE �i 71- / 111211.1....1 c? w N / _ Z Z � W� — — v I o g . . v9 OREGON o^ - - c,-; Ln in N L^!) ii N Z a` MIPRIN MM SCHWP - 240 35.00 L' 12" pvC) urn N w o 240 @ S=0.11040 298 36 IS 12' l _ II ii — RENEWS: JUNE 30, 2024 ®5_0.0372 Ln l- n N H — N ,- Q NSSLN -G SANITARY 230 . a .W 3 . a v 230 PLAN & PROFILE iil� = — = N Z . o Z W o � p J v M M O N v� �O O� [V . . M .O M II N N M T N M U ' N M O Z = N rp .o cj N D ,n C7 + in — O C.j + 0 w w c7 In — o a 220 = N = irZ ,., ,1„1, 1 220 N NN 2 , , N Q N r ci iV _ _ _ to to to d' L7 _ C/1 _ 3 J iii 2- O -J w M Q LnVI v .0 Os O^ •`p v 0 CO Ln �o`, o I: .o N o ao N PROJECT NO.: 395 103 210 , o �NN � o �N � 210 ("741) On 3 = o+ NizzO - r MZo TYPE: CONSTRUCTION N • c i1 w w w = iI T w w REVIEWED BY: KCS v1 _ a X H � Ln F- - eV iV O w to d' N N NN R .- — i o I CLASS 'A' NATIVE BACKFILL & BEDDING I CLASS 'B' GRANULAR BACKFILL Et BEDDING ul, 200 200 SCALE 402 M 0+751 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 50 0 25 50 SSLN-G - PROFILE —H m Z 1 INCH = 50 FEET HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' Aiili "VA 4U1111 lining g :limn v 1.1 ..,,,... •. . : ,.. , . . .:. \ _ _ - 1 IF�u1111 11 ,, 1 1 jil / _ TRACT X / III EI= m , /, 41 111111 WP 113 114 115 116 117 PUE, TYP. SSMH 4 ' •. ,,,��` ````� TYP. G4 ` ; %* ,�, N 118 O \Ilk' gt PUE, TYP. \ . .: / 0 /H C9 i �y//// E9 A= Q9 ce% %/ ® ////// 4 in do Sp / 1 ( ,� :1, 41A,-_ -•,p �i %�13+003+00 . Iii 1 '+00 L - / GENERAL NOTES: J WTRACT Y- M SSLN G SW NOOSA COURT O �o I4 I �' u� M + A1:74.1.00filli) 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. O c J�`� V 'z//Ir /'r :r // P' ' /�//////,1 PACIFIC COMMUNn DESIGN W 1 7 80 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR W PUE, TYP. : OTHERWISE NOTED. 97223 • ' 7 • 3.00' I ' ,I [T] 503-941-9484 • I F I 123 122 121 120 / 119 ,. .:: ,: i/ kc?i 0 I 1ST SUBMITTAL: 01/04/2022 . 1 SSMH SANITARY NOTES: c/ / G5 • ��' /_ 0 INSTALL SANITARY MANHOLE PER CWS DWG REVISIONS /a /` WINDOW NO 010, SHEET D4.01. INSTALL AN INLETNO. DATE DESCRIPTION / �/ TOWARD THE FUTURE O2 INSTALL 4" PVC SANITARY SEWER LATERAL TRACT Z /`O/ i ` . THAT SHALL BE BLOCKED EXTENSION TO THE SOUTH @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR / // c"-; /ji AT INSTALLATION AND LATERAL INFORMATION. ' 8.00' OPENED WHEN THE LINE IS PUE, TYP.. EXTENDED IN THE FUTURE. 0,4 , / AsSANITARY LATERAL TABLE -BUILT / oo Apiw LOT # STATION LENGTH SLOPE IEC LOT / SANITARY - DATE 12/07/2022 � / SEWER EXTENSION BY 113 11+07.30 (SSLN-G) 20.50' 40.46% 274.8 / > �� 16.52% 276.78 APPROVED KC8 / / OTHERS **114 11+39.30 (SSLN-G) 20.50' 46.99% 278.72 115 11+71.30 (SSLN-G) 20.50' 44.08% 279.2 17.47°G 280.66 ,- 82.56% 288.9 116 12+03.30 (SSLN-G) 20.50' 47.95% 282.60 117 12+35.30 (SSLN-G) 20.50' 48.42% 283.8 284.53 12+69.75 (SSLN-G) 42.47% 284.5 SSLN-G - PLAN 118 12167.30 (SSLN G) 20.50' 17.26% 286.11 SCALE: 1" = 50' **119 12+72.69 (SSLN-G) 24.50' 43.30% 287.37 120 12+40.69 (SSLN-G) 24.50' 32.97% 282.2 42.90% 285.43 _ **121 12+08.69 (SSLN-G) 24.50' 42.50% 283.49 � R:civeit, ievtace.M ="" 320 320 **122 11+76.69 (SSLN-G) 24.50' 42.10% 281.55 v **123 11+36.63 (SSLN-G) 24.50' 41.60% 279.12 1a\'IcrI\/IorrIscn. Li_ . .M 0 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON W 310 310 PLUMBING SPECIALTY CODE. SOUTH RIVER = 1-18" PROPOSED **BROKEN/MISSING LATERAL BOARD WATER - - - --- - - _ _ ci TERRACE 300 . 300 o FINISH GRADE C 8" PROPOSED WATER i (.I SANITARY CENTERLINE I 0 PHASE 2 a ...- 6 6 EXISTING GROUND ® --' o N 290 SANITARY CENTERLINE / /- 290 PROF rp INFcFN STORMLATERAL, TYP - 88.17 LF 12" (PVC) 93.52 LF 12" (PVZ) ,poS_0vgg5� C� 5=0.0026450PE K/ G&✓I N i - 'v WGt o IQ�GI _ . . v OREGON ^ - - 280 425••'S� 1-b" " 1 280 �G�y ti 9, 1,o° \_O' °o` -- � � p05 rn C• SCHWP � M Oto �, FUTURE SANITARY °C C N vii _, LTD" z SEWER OTHEXTENSION RENEWS: JUNE 30, 2024 RS N2=2) 27 ��= -- v, vS N M 270 �- -N � N SSLN -G SANITARY a • SANITARY- ' M . n`Di .lf) oNo N `" I II ~ PLAN Ft PROFILE LATERAL, TYP _ cc; w 4 N u ~ N. H "-' ri I E CD c) rnas O t7r ,- O = 1 I W II N w a ; Q W W 260 Lnl VIC4 - N n - - - - N -- 260 N v N VI 4--, D a 250 250 Ln PROJECT NO.: 395-103 V) OD TYPE: CONSTRUCTION (di) i REVIEWED BY: KCS L CLASS 'B' GRANULAR BACKFILL Et BEDDING 1. as 240 240 0 11 +00 12+00 13+00 14+00 15+00 16+00 16+50 SCALE 403 as M SSLN-G - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' m I m Z 1 INCH = 50 FEET 04-1 . 111101 X11111"1 o ii iii LI •[ .0 11 I Ii fj/ gLf • 1 SSLN-H m =_I= __i i• SEE SHEET 405 �,, U=PAMO• k> 1 FUTURE ALIGNMENTS / �x� /� / -":::::Sp • 0 s KEY MAP FUTURE ALIGNMENTS I �� 8.00' . " '?' Allks. �PUE TYP. � I/� 1 ..i 1 /� o?!" /'�� `� GENERAL NOTES: SSMH SSMH SSMH SSMH _ - v c 1. ITALIC STATION LABELS INDICATE PIPE 1 H1 TYP. H1.1 8.00' H2 H3 rr7o"m �� TYP. �� c ' �/- ^ / STATIONING. „ w PUE, �, / PACIFIC COMMUNITY DESIGN . , i_, . ,11 O 0 -__-- --. © 0_ �_ . - � 133 - - - - - - - #" zA s, o<, SSMH 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR 141Fti; H5 OTHERWISE NOTED. 97223 ...mi. .- - p, 1e / T 503 941 9484 ill' ___ O o �,� ' / 132 SW PERTH ROAD 5+00 - -. ' �+or1 � � II' SSLN-H ��+nn 3+0o a+oo s � �� 0o I off, - 4• _ I » ss o ss ss p _ .ois� 0 131 // SANITARY NOTES: 1ST SUBMITTAL: 01/04/2022 II S� 5 13+00 SD 1 +00 - � SSMH 130 REVISIONS I �_ 7 1 INSTALL SANITARY MANHOLE PER CWS DWG •' /�O''►�� - O : (:).7..L �..........01 _______. 129 / �� a ` , _ ° L - -■ _ NO. DATE DESCRIPTION ...-. rm m.m rm m�rri rm rim'WI(TT'm�rr�CT rrr�rri rm rrrTYP 8.00' N 0 010 SHEET D4.01 iii '°° PUE TYP. 128 // 2O INSTALL 4 PVC SANITARY SEWER LATERAL C� 5=0.0200 MIN. PER CWS DWG NO. 520, O I �\ x /� 12. 127 ------ --------_ \ N / SHEET D4.01. SEE TABLE THIS SHEET FOR I \� I /� \ \\ 124 125 126 LATERAL INFORMATION. 1 // �� 4 EXISTING SANITARY MANHOLE PER 0 ---�_ I WASHINGTON COUNTY MSTIP. PROTECT IN -o PLACE. - Ln 1 I I, , i I \ i Qo 1 EXISNGSANARY SEWER STUB PER ��-BUILT TRACi EE TRACT DD I \ - - . = = =_= CLEANOUT. REMOVE CLEANOUT. DATE 12/07/2022 APPROVED KCS SSLN-H - PLAN SCALE: 1" = 50' a. L � �� ievtace, M N 280 280 N TaylorMorrison® SANITARY LATERAL TABLE -1- o -12" SD/8" SS 4.16' CLR lia LOT # STATION LENGTH SLOPE IE ® LOT _ SOUTH RIVER IL 270 FINISH GRADE C� 10" SD/8" SS _ - - ' 7 41.66' 5.05% 253.5 N SANITARY CENTERLINE 4.54' CLR _ 124 4+gg•94 (SSLN H 15.61' 11.28% 256.88 - _ 125 5+23.26 (SSLN-H) 46.72' 8.46% 255.7 EXISTING GROUND _ _ _ _ - - 15.35' 13.31% 258.21 TERRACE 0 SANITARY CENTERLINE 111_ - - - - - **126 5+53.09 (SSLN-H) 46.94' 9.07% 256.99 260 _ _ _ _ y _ _ _ _ _ - / $ �Yd�� 260 a 257.5 - _ - - - VC - - '50®S 0 21 127 5+82.63 (SSLN-H) 49.11' 9.73% 257.88 _ - _ - - - 74.00LF8" (PPHASE 2 --\ 6.06% 256.3 35.00 LF 8" - - _ ® 5=0.0 1 38 L 128 6+11.16 (SSLN H) 50.15' 11.39% 259.17 _ _ 10" SD/8" SS - - _ pvC) - 9 �.g+k2�' Z C 5=0.0040 1.69' CLR - - LF $ l 5� 133.26 LF 8" (PVC) 5 0,0365 N 129 6+42.06 (SSLN H) 50.60' 15.24% 261.5 N 250 _ 13 :0 '� _12" SD/8" SS @ 5 _ J N `� 250 19.03' 13.81°6 260.62 PR� STORM 2.72' CLR o = 0 �� F, ' in `" LATERAL TYP 0.0155 O z w 130 45.27' 18.00% 263.15 \��G I NEF _ SSMH H4 `� z .• 48.23' 11.86% 261.2 64450PE o � -- ice. = 3 131 7+01.40 (SSLN H) I 1 - o r.iw = N o z W w o .� 16.87 17.75% 263.97 Kt • • w 01 - J •••••• N o w �` z - o rn o 18.64% o o J z .. v ^ o Ln + .0 ri a 132 7+23.98 (SSLN-H) 46.76' 265.02 . . v OREGON ..\ Z -� o z .c N o m ...0 = + I� z = 17.97% F` 9 O Q O 240 w o o N N - 0 240 0 �, ti s 2� �o In I- - - -- 203.89 LF 8" (PVC) Nr CVCV CV o N N N N II = a w a & w I� 133 7+49.33 (SSLN-H) 45.09' 19.95% 266.25 yC ' �1' M - - 05-9.0253 J 4:). NI- o C v •°• •�•o. V) I 2 + 2 � Nzz � NNaN (Ycoco 18.`38°G SCHWPEt 0.0233 `_`' ON N 1- _ _ 7 Z = u w u u w w w 140 1+83.04 (SSLN-H) 44.26' 5.95% 242.66 RENEWS: JUNE 30, 2024 L SANITARY ao ,; _ i = s+ z a w a N o N - - - LATERAL TYP •° n = ll HNi. N w O N < I w w ,„ ,n - ,„ 00 00 Q a w I- V) 139 2+03.05 (SSLN-H) 44.24' 6.90% 243.58 O� - - to N N 00 00 (`I 230 -I 00 a M VI VI a N 200 00 230 SSLN - H `'' M I **138 2+61.04 (SSLN-H) 44.19' 12.55% 247.54 � '1 � M � II � t J "' _ TN � "' NwL SANITARY PROFILE o = rn CV ._ o = _ 3 c1 a w a * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON cnHa H - : _ N �+ - N PLUMBING SPECIALTY CODE. z o z z o � z (" o v`", w `'l •6 `^ w - - ** BROKEN/MISSING LATERAL BOARDS 121 .e 1-21-: v U 220 M O N O N °° 220 v, M O ,D co M ii O O O N a' 00 N O h N is M II r O = o+ zzo 202 `+x' z = - - N - 4 N Q W Q N 1±1 w w IQI W IQI II w w VI j w N a N Q 00 ,- Ni" v N - N 00 00 a 210 - - 210 Ln PROJECT NO.: 395-103 c - TYPE: CONSTRUCTION 7)1 REVIEWED BY: KCS o 1' CLASS B' GRANULAR BACKFILL ft BEDDING 200 200 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 SCALE 404 c,▪, M SSLN-H - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' Z 1 INCH = 50 FEET 6) re - all1 01119111 01 11111 �• II il iJvUilIV _�_ _ � �SSLN-N SSLN-Q _ __ �/ SEE SHEET 412 SEE SHEET 416 **.i / \\°S ,,/,,:; Mill W4711 '' s‘l 011 / /: SHJI ! N >., z • 0 � P , ..�. SH/ 89 6.00' SSMH71- 1 1 > -_- • \ 7D:z____I �' ' O PUE, TYP. H8 TRACT QSSMH LL N m_ I_` _ Oa• - - LL.LLLu , • •• _ -7 W - �� -: _ _ GENERAL NOTES: W LI/LLLL H9 • z �' 9+00 i� LL„p+pp �� XIV : 90 1. ITALIC STATION LABELS INDICATE PIPE 1:74,111i) �J9�I� /� __- L .Y.tiALL 'J = --� ss �1�= _ — -_ STATIONING. '^ �1� i 'I�� 1�LLLL' � I�IA�I� - ��j-.. �\f'�Ipl 11,E_ �S PACIFIC COMMUNI DESIGN v! 0 �- =w�s� NL-Li- riM..;�.. .LL' r ,�� ~, liIil SSMHL LLLlL � I�� .. \��- rte- LLLL LLL _ ' \ 2. ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR �. -� LL LLLL. '� M�� M _ - x�� _ • \ e -y W �� :,' • L LLLLL LLLL. - = OTHERWISE NOTED. 97223 W w. • . `ELEEIEL-�L [ ] 503-941-9484 _ _ •- _ LLLL �� S�yP O� v „, f'>i T •�� _ — — FRT 8.00' O , - / 7 _,-- - - - y_ AD , ,SS �o, / �0 PUE, TYP. SSMH ;. 1ST SUBMITTAL: 01/04/2022 H5 '4 SANITARY NOTES: - ( ( 6.00' \ 6 ,, w �� LII 132 133 �i PUE, TYP. �� \ O . . \�� I 98 99 \ \ O1 INSTALL SANITARY MANHOLE PER CWS DWG REVISIONS l''' 95 96 97 TRACT T 100 v L '� NO 010, SHEET D4.01. NO. DATE DESCRIPTION I 8.00' 11..11 s \ s Z N. 101 v � N �' _I s I )H0 f PUE, TYP. \ —/ s s I 102 \ o � �(/`V 2 \\ 1 Z W 103 4 as �■ 55 /,- i LU TRACT AA 513 o\111•• GS SS =I- _ 104 L ..., . I� W AS-BUILT DATE 12/07/2022 - \ APPROVED KC8 SSLN-H - PLAN SCALE: 1” = 50' v RWv t, ievtace. M N 310 310 M IS (3., 149.77 LF 8" (PVC) TaylorMorrison. Li_ @ 5=0.0227 •LL.,'' 300 f 300 SOUTH RIVER W al--- ,-� x ''tnJ FINISH GRADE @ 1 SD/8" ss TERRACE 290 SANITARY CENTERLINE 1.6T CLR 290 c. j _10" SD/8" SS .� PHASE 2 = EXISTING GROUND L 1.64' CLR Fi" "vGl @ O. SANITARY CENTERLI E �`� 1 . aLF co N 280 �5 ' �6�6 _ 280 PRIF N QVGI 0' IV_. . ,?.9 R J = -;.- _._,,c� �G I N4- ` / ti t.1 NI- _ _ - = N 04 z o 4111 o 64450PE M i� — 12" SD/8" SS `� co `"' - o v OREGON ^ s 270 _ 38 LF g., �P 2.74' CLR v ? o os +' o+ •II = r i = v o z z 27o t�`G/�� 9 ,L��OQ In i - 213 ��q. O '• x N = M as _Z Q N i_ ,- M - - O M y - ®SvH.0 �O M u� O 2 II ~ II N W W = II II II W W W SCHW a � 12" SD/8" SSV 0.0314 � o q ��a w a g - - H - - - v "' p II ""v) a �^ �^ -- �^ °o °o °o RENEWS: JUNE 30 2024 0.79' CLR I+ _ c+ 0. c i, v, in v, bo co — \ N N M xNx ,- 00Z Q .. pvGl ^ 1� N Iri N x IQI ct IQI p W W 260 N N N a = / ABC" :5,0:p52, = N �, N Co Z -- N N �, a W Eo bo 260 SS LN - H SANITARY @ 10" SD/8" SS Nozzv ,� z3oo PLAN Et PROFILE 0 1.64' CLR 'Z''' ^ o . o .o IL--; viN 7 W L[7 h N II os N N 1- in 111 N 250 N N 2 00 2+ CO Z Z I = x 0 = ,- N Z Z U x N = Oi `V W W OW Q Q II W W L.,_, 250 W — v •cp N z � � � � � 0000 nv~i ° 20000 co N VI N O. O f1J _0 Lrl240 i ° �' o - 240 a II II `� w LL, PROJECT NO.: 395-103 In Hwa - - Oi t/) v) N 200 00 o - - TYPE: CONSTRUCTION o REVIEWED BY: KCS o CLASS 'B' GRANULAR BACKFILL Et BEDDING El) g 230 230 rn 7+50 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 14+50 SCALE M5Os 0- PROFILE 50 0 25 50 405 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' Z 1 INCH = 50 FEET � I ■I'■11 ■ 4U11I1 Immo , yrciliI1111111_111111 � 3111111IF SSLN-H SSLN-R SSLN-P SEE SHEET 405 SEE SHEET 416 SEE SHEET 415 1E. - - � e \o 0 0 -- p mma 11111 lr' �4 .ice „. , 0 \\\\\\\ \ \ SSMH 90 4:,:jc v SSMH 6.00' SSMH ' \�' „z 'be ,` ' s H10 6.00' O•I - \ H11 77PUETYP. 71 H12 I\ -N - > w\ �, � s • � PUE, TYP. m � � O � KEY MAP .. .L MIL 1§1� I ) rii � '- \ISI' �I=ma�I/ OQ ...SST:. •` ISI N.-- !I GENERAL NOTES: \ 0 \ , o _.�--: �_....;,, SSLN-H 17+00 17+6: O' •ss — S5 - O 551 ss — ss 0 I SW 165TH AV NUE 1. ITALIC STATION LABELS INDICATE PIPE \ • SD — — SD — SD — SD — ♦ - ,i — 1:7.......00€11:1 STATIONING. \ \ w I AA M __ v PACIFIC COMMUNI- DESIGN �. r it o �� ►_‘��k .- •i\ �\ \\\\V' ��ii�i�i�i�i.iuuii�ii�ii�ii► �� i♦�. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR �� '0 �• m C� O� OTHERWISE NOTED. 97223 I ( f �1 - l [T] 503-941-9484 I o ' o .0 TYP. 6.00' •ri I I - �— N • Ti PUE, TYP. \°1\ SANITARY NOTES: 1ST SUBMITTAL: 01/O4i2022 I 76 75 74 73 I 72 \ I I I. I.L.,,, I I 6.00' !' 0 INSTALL SANITARY MANHOLE PER CWS DWG REVISIONS ,.\ ` NO 010, SHEET D4.01. J I i 3 I J ,'I I I I I PUE, TYP. NO. DATE DESCRIPTION _ I \ 1 ±1° v, \ �rrrr;rn�j0, O2 INSTALL 4" PVC SANITARY SEWER LATERAL • o ® S=0.0200 MIN. PER CWS DWG NO. 520, 4L_' SHEET D4.01. SEE TABLE THIS SHEET FOR 0o LATERAL INFORMATION. SSLN-H - PLAN A SCALE: 1" = 50' SANITARY LATERAL TABLE ks_BuILT 12/07/2022 LOT # STATION LENGTH SLOPE IE @LOT APPRODATE � KCS 72 17+41.57 (SSLN-H) 40.00' 9.37% 309.9 1.87% 308.54 73 16+65.91 (SSLN-H) 40.00' 5'7°% 3.7 7..A% 305.06 300.6 � 74 15+80.91 (SSLN-H) 40.00' 10.55% \ 301.16 75 15+15.90 (SSLN-H) 45.27' 12.32% 299.3 49-90 9.68% 298.18 76 14+64.99 (SSLN H) 46.84' 9.68% 297.1 11162.67 (SSLN H) 40.00' -G.77% 295.83 v * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. Ln Qcve/t, -revtace. M M 330 330 is TaylorMorrison. 0 FINISH GRADE w IL 320 SANITARY CENTERLINE 320 SOUTH RIVER w N EXISTING GROUND SANITARY CENTERLINE on 0 10" PROPOSED STORM , �� TERRACE 3108" PROPOSED WATER i — 310 in o_ 10" SD/8" SS , MI' 10,= 2.85' CLR I __,,,jv,� P . PHASE 2 _101.68 LF 8" (PVC) 111111.171111117- �� Z C� S 0.05510.053 1t' I. 1111111...0.111 N �, 300ign `F a' �P o 300 PROFF III o 1� �� rp 450PE ��— SANITARY rEr GWGt �- 0 290 _e., LATERAL, TYPI I `� n , , 1290 ��G v9OREGON Oo^ (k c, .o .o _ _ MO /y 9' 1� 0 12" SD/8" SS J = rnrn � clava C 0 1.72' CLR b . (NI v~i " v~, bo SCHWPR 5 o N o z-- o RENEWS: JUNE 30, 2024 J _ I� o Q ^ Z N 3 O - - LPI N 280 - z o N 280 SSLN - H SANITARY d M Os OJ •O ,- �o L;, + II II D i 6 ; " = 7 H 7 rn - z O PLAN Et PROFILE +� o � o m ; = u ~ n w w w _ o+ if 7_ N- o z z =O N vi " vv) E 00 00 00 z _ II ~ 7 M w w w u 270 yl VI =~ tin-R-6434e- 270 " v L N VI 4--, D a 260 - 260 o PROJECT NO.: 395-103 v) on TYPE: CONSTRUCTION il) REVIEWED BY: KCS ' CLASS 'B' GRANULAR BACKFILL E. BEDDING •-1 as 250 250 0 13+50 14+00 15+00 16+00 17+00 18+00 as406 SCALE M SSLN-H - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' Z 1 INCH = 50 FEET 6) rd1 a L6'11111111 1 SSLN-P SSLN-R SSLN-H M p11111 11111111 SEE SHEET 415 SEE SHEET 416 SEE SHEET 405 � Ii 0.111111 • • 3 _• \ - uHlll�llIMF! �„ 93 11111 ss� �o �;>y ;>�>�>�>�:: �� ,1�� 63 w \ 66 82 w I�_� 85 4, < >>>>>, > 11 �, I 1 li VI 1147 ±I 11 I , ` ,>,>,>, _ Zai \ O `I N a TRACTS 1 ° II�� • S > �>> i ° r�' omav z u A��,.m� � _; I / ��; ',°F' �` �� I, I \ 5 1 1 i m I■E -1- N , �'° ► > '4, �� ►►�� > -- 1��i O 8.00' / • a >> >��,�>�>>>>,�,.T'�p y �� L" �.° 8.00' / >>>>>>>.>>> >>>>> q ' 84 TYP. �/ �O 64 i I X c 1 ° 65 83 11 94 PUE, � X 1 u � � PUE, TYP. 11 I� � , �� , . �� •'• .° � KEY MAP �/ \ 9Cb 1 iii n .. .. .. ... .. .. .. ... .. .. ... .. .. .. ... .. .. n n�"n a� — — — - / i `\ \ T Lc, , • '� •' � � '• ' • • GENERAL NOTES 0 • I 1.X o 0 O 2 I— —M M �- M o M M �• � /� /� ��/ • SSMH SSMH �J,J 1. ITALIC STATION LABELS INDICATE PIPE Fr,ii:11 M M t-1l — t M M _ 1 M M M �� N1 H6 ` �s = STATIONING. e _ _ N __ _ s _ u _ us _ �_ as —E _ us _ nc — ° . . _ _ _ PACIFIC COMMUNI� " DESIGN c7 55 i OA, " 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR O' Ste---i O f�s� 3+00 .. LU OTHERWISE NOTED. 97223 � s+oo SSLN-N a+oo •• ' SW RIVER TERRACE BOULEVARD .aroo 7+00 6+02 __ • I o/ \ - - __..� W [T] 503-941-9484 _.........›\ • 0 'OW‘ 8.00, - .: CIO •• SSMH 8.00' • I I S-°_ °� 'SSMH N2 /� PUE, TYP. 1ST SUBMITTAL: 01/04/2022 •• II . • • • ,SSMH PUE TYP. • 1 I � SANITARY NOTES: N5 l - • . : ° , d N4 '0 I ° N3 �� 1 REVISIONS I Q I O NO 010, SHEET D4.01. NO. DATE DESCRIPTION SSLN-N - PLAN SCALE: 1" = 50' AS-BUILT DATE 12/07/2022 330 330 APPROVED KC8 XISTING GROUND @ \ SANITARY CENTERLINE 320 \ \ 320 i' Lf1 310 Te/t.h.Ctre. 10" PROPOSED \ 310 R:Welt,"' _12" SD/8" SS rn .TORM \\ FINISH GRADE ® 2.44' CLR \\ SANITARY CENTERLINE a, TaylorMorrison. Tr 300 ° - 300 IL WI , ��°11111 SOUTH RIVER •2.00 LF 8,. (PVC \ TERRACE C 5=0.0187 \ — z 290 0 o J w � (PVC) \\ 290 VI 0°0198 - _ PHASE 2 w V1 O. O � = 2 g M o � N \\ 1C" SD/8" SS zLc) w,o N o v v �. \ 1.28' CLR Z oz ^ w V '-' rn @S N = II W II n W W O U N QO 8.. ' \\ 280 � � � � � � :: ' PH 700 � PRIF N o w 280 t.��,�I NEF` / 64450PE M + H \_ _ \ -5.440(1----__ — m bo-bo 0 o JJ Z 7pg•6 p c, OREGON ^ s o ,- u •oo ZA- `�kI4, 9 2°0 �CQ 7, co.o s SCHWA M 270 - N ce M °° ?(518.):bs C)� i 270 tiC %.\ z N ^� _z ,�,, RENEWS: JUNE 30, 2024 D = 1 w a u w o 70.60 LF 8„(PvC Q N N N o0 0o cc Ni - .-. 7 W '5-0.0239 ) N - - - - SSLN - N SANITARY = 00 O _1 Z Ln _ _76 fig ( � N � _ _ � ^ N PLAN Et PROFILE LOU I NI u ~ oo � z 3 � oo - z wRG.,— � 260 N Zr', + Z = O J Z �p O J p Z Z v 00 U = II j II II W Ow ,o U U v 00 0 0 � • — so Q O N • o• O• N ' 931 �`�Q SFO II 46 - - - tNl1 � t~/1 R' 00 co � � � O1\3 � N N � �+ � O N `r N N Is o _c Z � , + r. Z = ins oZZZ 0 = II Q N W = Q Q W W W W 250 - - VI � �VICCCO � � Ce [73 � � � & o 250 a Ln PROJECT NO.: 395-103 Ln c TYPE: CONSTRUCTION (51 REVIEWED BY: KCS L CLASS 'B' GRANULAR BACKFILL Et BEDDING c. 240 240 c. 8+50 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 SCALE 41 2 os M SSLN-N - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' _ _ _ Z 1 INCH = 50 FEET Aiili e � unu 0111111. lir SEELN-E SHEET4 1 .11111 , III ;IM 0 �l I ill .l� -i: ;o: IIF IM r."-(1 '1 : 1.1 1 E. 7 7 IZ I 7).... 10111• w w S� ��1��1 . 1 64 63 62 61 60 59 58 1> `, 3 a O•rill■ I ` SSMH I ��,` ,�� ' Cr) ON5 <. >I PUE, TYP. it �i KEY MAP E I SW EVERTON STREET ) Iv' I IR 3 O� ii %iii iiii i iii, iii:.:!. ' ' t ' 63 - - - I - - - - - i - - - - -- Ar ii hili AMMV A iiiiiiiiii 0 iii /WNW • IFrio LI 00 , iii iii. �iiii � iii ■ i RO �iiii . iii__; GENERAL NOTES: LLI - O r ' � 4+00 =s I 'Mali O I1 ss ss- 1. ITALIC STATION LABELS INDICATE PIPE Z = - o �L11 a �� 11 3-D�� s�FM - Pi_P� s� I I s� ,M -4 1:74.1.000"fill) = SE I - s II _ STATIONING. VJ et_+ a W • _ - •_ _- _ _ PACIFIC COMMUNI DESIGN (n �ammmm� ///// iI v r �E it (/// //// % r j////�- I 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR LLJ i /� t �� OTHERWISE NOTED. T 503-941-9484 9223 CO .:i• 1 / I i< '. r . . f 6.00' 0 O 1 i4 I 111 �,- PUE, TYP. TYP. SSMH 1 V I ; P1 rr SANITARY NOTES: 1ST SUBMITTAL: 01/04/2022 l 65 66 67 68 69 70 71 1 ' 0 INSTALL SANITARY MANHOLE PER CWS DWG REVISIONS NO 010, SHEET D4.01. . ° i 1- NO. DATE DESCRIPTION 3 1 " , T L 0 INSTALL 4" PVC SANITARY SEWER LATERAL 1 = 0 @ S=0.0200 MIN. PER CWS DWG NO. 520, '� Z I SHEET D4.01. SEE TABLE THIS SHEET FOR •` 1 I N LATERAL INFORMATION. , SSLN-N SSLN-H SEE SHEET 412 SEE SHEET 406 SSLN-P - PLAN SCALE: 1" = 50' AS-BUILT DATE 12/07/2022 APPROVED KC8 SANITARY LATERAL TABLE ,, LOT # STATION LENGTH SLOPE IE ® LOT 58 4+87.00 (SSLN-P) 26.62' 12.90% 309.8 28.00' 7.33% 308.3G **59 4+28.00 (SSLN-P) 28.00' 6.74% 306.99 60 3+82.53 (SSLN-P) 29.91' 13.77% 308.3 28.00' (..28% 305.93 j -,* *61 3+35.94 (SSLN-P) 28.00' 12.96% 306.84 / 62 2+68.00 (SSLN-P) 28.00' 14.28 305.9.2Qcvelt, 12.2D7G 305.25 "' 63 2+18.00 (SSLN-P) 28.00' 13.57% 304.6 v -6 302.09 N 64 1+82.74 (SSLN-P) 28,00' 11.12% 303.2 -S.70% 301.66 TaylorMorrison. **65 1+87.74 (SSLN-P) 42.00' 4.20% 301.93 v 66 2+23.00 (SSLN-P) 42.00' 9.54% 304.9 8.5106 304.46 SOUTH RIVER Tr 67 2+73.00 (SSLN-P) 42.00' 8.84% 305.63 ILw - - - Lu **68 3+40.99 (SSLN-P) 42.00' 4.53% 305.22 3 69 3+80.53 (SSLN-P) 42.08' 7.35% 3307.2 08 14 TERRACE 330 330 0 70 4+33.00 (SSLN-P) 42.00' 5.14% 307.36 a 71 4+90.00 (SSLN-P) 42.00' 9.93% 310.6 PHASE 2 c,, 5.52% 308.0 EXISTING GROUND ® * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON 320 SANITARY CENTERLINE 320 PLUMBING SPECIALTY CODE. FINISH GRADE ® **BROKEN/MISSING LATERAL BOARD ,.... PROFS i A SANITARY CENTERLINE 64450 E� Lf) \\ \ , , K(... -XN�Wat Ti- 18"WT/8" SS -- 4.22' CL 16"WT/E" SS ` - - _ � ,9 OREGON°^ Qz 310 - 5.1 • - y - - - - - - _ _ _ - 310 ti s, 2° ��o STORM - _ - - - - - _ C• SCHWPR� -I 0- LA-FRAC, TYP RENEWS: JUNE 30, 2024 N N 300 =- - , - 4.82 LF 8" (PVC) 300 SSLN - P SANITARY a ® S=0.0205 J _ 10" SD/8" SS SANI-ARY z 3 PLAN & PROFILE E 2.44' CLR LATERAL, TYP N w 71 M o v) N O 0O N sowM 290 -J - o Y-n o 6- 290 ,n15' n d d 00 H + •- Z N p J W = N II w ,.-.) 0 v, O II ii LL, D O CT N O M CO N ,- O El ONO Z O . N H a II 280 = 1- , ±0 Zo 280 Ln N> ii w a` ii `' wPROJECT NO.: 395-103 Ln Ln 17-L-1 I- - 60 OD TYPE: CONSTRUCTION (re) REVIEWED BY: KCS CLASS 'B' GRANULAR BACKFILL Et BEDDING ...i as 270 270 rn 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SCALE as M SSLN-P - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH = 50 FEET � I 111111111 li PIM .111111 D 2111111 a n11111 , 3 ■ SSLN-N SSLN-H 1 � __ ' IA ''1. SEE SHEET 412 SEE SHEET 406 ,01IE. __ _ r�I,, it • NLo •• L.L., I I 3 o _= ,CIS _ ♦�� TRAirQ -7---T-To �� 3 N 1 ,,,,1111111 ' / 94 93 92 91 6.00' O p 83 82 81 80 79 78 77 • III% ��` ' PUE, TYP. • Lu SSMH • L." I , • SSMH 2.00' _ ° a o 6.00' : I4z KEY MAP PRIVATE W oa, ,d R1 TYP. .w :: n 3.00' TYP. Q1 / ' �" w ° I ' PUE, TYP. 0 1 - PUE, TYP. UTILITY / o J 111 l ` Q, o \ © O EASEMENT /zoo,/ T l� ! I. iii iii o <` EK //// /j/r7/ �/% % %i�- - % i - 0 GENERAL NOTES: \ �.� SSLN • o ` UJ /�o. / �� o ///_. ► 3 SSLN-R - 1:7.......0"----fil) \ 2+so I 2 �� _ z W O 1--0 1 ss--1 - ss - ss ��ir /, 1. ITALIC STATION LABELS INDICATE PIPE I.LI ©.��$ w J = .1+moo• I -F 4+81 • I- av 4-001 cs s MI I as 10o+ � ' STATIONING. uTRACTR P� p \ `.. � U) 00 w - Z 14100 -W3 :c ��_: ' : : .14775 N PACIFIC COMMU " DESIGN Q SW CHETCO CT .°0/�� / LO ��%ivl ' '` �� '%%% �%///.��ii'%//��70:%//,Iii■ t' 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR \�\ O , ° W \ N 410.4w` ///////////_SW RU BICON LANE %%//////////i//%%/ i//i//%%////.%//i///.'%/////.%//Ii%///////�1 N 0THERWISE NOTED. 97223 TRACTS O /OP �J,J - - 11 �„ - [T] 503-941-9484 SSMH _ - • Q-�..� ��i1 0 . r _ - Q2 .xw \r<Z-1 f / 0 • U1/ �- - 6.00' 1 0 LoPI/`' k. SSMH . y ��LQ + N . // H7 z 'iPUE, TYP. SSMH ' o,,l1ST SUBMITTAL: 01/04/2022 � � � ,• �,� "� � � � I H11 I I SANITARY NOTES:84 85 86 87 88 89 90=\ \�`�``�' ' ,�jL // " 1 I I1 INSTALL SANITARY MANHOLE PER CWS DWGREVISIONS \T 'S � o / �, ►� / III, 3312; 0 V" �I _ NO 010, SHEET D4.01. NO. DATE DESCRIPTION SSLN-H SSLN-N SSLN-H 0 INSTALL 4" PVC SANITARY SEWER LATERAL SEE SHEET 405 SEE SHEET 412 SEE SHEET 406 ® S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR SSLN-Q - PLAN SSLN-R - PLAN LATERAL INFORMATION. SCALE: 1" = 50' SCALE: 1" = 50' AS-BUILT DATE 12/07/2022 APPROVED KC8 SANITARY LATERAL TABLE ,, LOT # STATION LENGTH SLOPE IE ® LOT \ **77 1+35.44 (SSLN-R) 26.00' 13.96% 299.35 **78 1+94.00 (SSLN-R) 26.00' 12.78% 299.63 // _____404101), **79 2+54.00 (SSLN-R) 26.00' 12.87% 300.26 **80 3+04.00 (SSLN-R) 26.00' 12.94% 300.78 a 81 3+56.42 (SSLN-R) 26.00' 10.01% I 300.0 3,54.00 (SSLN R) 13.02% 301.29 ��ln� ieVtare **82 4+14.00 (SSLN-R) 26.00' 13.11% 301.92 N/V v M N ,o; **83 4+64.00 (SSLN R) 26.00' 20.889' 304.44 TaylorMorrison® 6.47% 301.2 84 4+66.00 (SSLN-R) 40.00' 7.0146 301.83 4+14.70 (SSLN-R) 42.65' 1.80% 298.8 v _ 85 -1116.00 (SSLN R) 7A0 G.9G% 301.31 IL w 86 3+56.00 (SSLN-R) 43.57 16.90 C 3303.0 00.69 SOUTH RIVER w N 87 3+06.00 (SSLN R) 42.90' 10.45% 301.4 �6-9� 6.85% 300.17 88 2+56.00 (SSLN-R) 40.00' 10. 4 TERRACE 0% 299.65 300 300 320 320 **89 1+96.00 (SSLN-R) 40.00' 6.75% 299.03 a FINISH GRADE ® N I SANITARY CENTERLINE **90 1+38.44 (SSLN-R) 40.00' 6.83% 298.49 PHASE 2 a EXISTING G'OUND ® de 91 1+37.80 (SSLN-Q) 23.76' 19.73% 281.0 SANITARY CE TERLINE p1 SANITARY STORM FINISH GRADE ®- 22.11' 12.72% 279.71 J 290 LATERAL, TYP 290 1 LATERAL, TYP SANITARY CENTERLINE 1 **92 SSMH Q1 19.62' 22.56% 282.56 �,`� PROi ", I 310 EXISTING GROUND ®- 310 0 64450 E4 �� N STORM **93 2+01.20 (SSLN-Q) 21.17' 14.33% 282.15 .o 1111!. LATE' L, TYP ISANITARY CENTERLINE �x�w�M / / 94 SSMH Q2 13.78' 47.53% 287.6 `"p - - �� - ' ��/A • R9,1-() ,Rs34.20% 285.78rn _ -� * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON C• SCHW PRS280 280 300 �- - - - - _ - 300 PLUMBING SPECIALTY CODE. 80LF �� I I - N - - _ - RENEWS: JUNE 30 2024 64 **BROKEN/MISSING LATERAL BOARD 373.00 LF 8" (PVC)-:,/r) 0 S.:: .-^....,034a°"(P VC lairliiii.101 �I " SSLNQ Et a 0 Lr) C� 5=0.0100 -(SANITARY 76 56.13 LF 8" (PV _ LATERAL, TYP SSLN - R SANITARY 270 - 270 290 a N - 290 � S=0.0226 0.0 3 o 10" SD/8" SS o n ^ °� Mn N 3.87' CLR � rnN _ N a N � " o o N c o L N PLAN �t PROFILE of `II N w J d• N pco ^ l!1 11 O J Z N M o` _1 3 Z n O� Z 3I O I+. 00 M 1 1 ^ vi p O aJ N N to U N �O O 6 N M n - 00 Q Q O • O N O �p M N N - N N N. ONO N N O N II to v) d' O O O `O 11 N D 00 11 M N N II O I to to to 00 260 280 + '1? _ 0 280 dog N .9; 4 n i o � L± 0144 o = � 8 oz Z? 260 ozZ Q 2 I I 1- I I N - 7 H f V - 7 I- 7 N - 0 5 a j Q u w_ w 2 u w II u w w_ w_ = 11 w u w w w N H S � � w w w 51 H , 5HU 5H = � � - - - `^ "' -' `^ 00000L..- u-) PROJECTNO.: 395-103 N v, � v, a -- oo � � in °° ' v, i v, 00 00 00 onI XTYPE: CONSTRUCTION 3 I REVIEWED BY: KCS CLASS 'B' GRANULAR BACKFILL & BEDDING I CLASS 'B' GRANULAR BACKFILL Et BEDDING N--1 as 250 250 270 270 rn 3+00 2+00 1 +00 0+00 5+00 4+00 3+00 2+00 1 +00 0+00 SCALE 41 6 as rn SSLN-Q - PROFILE SSLN-R - PROFILE 50 0 25 50 if a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' - m m HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 1 INCH - 50 FEET Z ® r_ I_. • 4mun 0111111uL 1• 211111 :1111111 PM I Vim �311111�i Hl1IV ,_I_ . 111341.1i "�, 11111■ �� KEY MAP SSLN-H SEE SHEET 405 SSLN-S GENERAL NOTES: SEE THIS SHEET 1. ITALIC STATION LABELS INDICATE PIPE eV 7' 7 .. .'' ' '. :' / STATIONING. / 8.00' PACIFIC COMMUNI� DESIGN - 11 / " I� ' PUE, TYP. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR �� • t• • .• °• • 71,-7/ rl '1I \I', OTHERWISE NOTED. 97223 �� ',! � a � • o �� /' I � ill95 : :: drI. TRACH101 i/ I 0 0 Co 1STSUBMITTAL. 01/04/2022 SSLN-S \ s �� I102 ANITARY NOTES:Gj • ° SEE THIS SHEET I ` = " 1 INSTALL SANITARY MANHOLE PER CWS DWG REVISIONS 0 i��i ,.6,44,, ......_..z°0.. 103 S� X47 63 . O I - -I as as ti/M■ as 0:44L---:,---_-• NO 010, SHEET D4.01. NO. DATE DESCRIPTION WOW e Al 'S, -_ \''''.4-. - - - - - ♦`=•14*.., � 104 O2 INSTALL 4" PVC SANITARY SEWER LATERAL 2 ® ��0 C� S=0.0200 MIN. PER CWS DWG N0. 520, - ' .- ..' 41' :•°. .• 0 \ \\ SSMH O U o �_ i °\ S6 SHEET DTL4. SEE TABLE THIS SHEET FOR • SSMH ° ��►�. . -----77-----. = SSMH `rte \--10...; 1 SSMH di LATERAL INFORMATION. -13 S3 / T� O 105H6 J / ; J;�J �. = W- CT s JJ • - +of - �' S2 109 108 107 SSMH\\\ct. •' . . .. s G o H -� -• SSLN-S ss_ _ S5 a� i ),,,i3 of ,,,... 4111 . - - �'�� j ° i �� SANITARY LATERAL TABLE • ; / i / O ----- X SSMH i \ . -_______- =- _ • LOT # STATION LENGTH SLOPE IE As_BuILT S1 ` SSMH • WALL \ �. !"----Th • • \% --- - 29.51 2yS EASEMENT S2 _- 95 3+52.23 (SSLN S) 11.50' 276.3 DATE 12/07/2022 e 13.09% 275.10 APPRO'V® KC8 /Q� v -41A \ - - 96 3+88.50 (SSLN S) 11.50' 19.98% 275.8 �� I I\\ �\ \ • I 6.46% 274.97 / `� 97 4+20.50 (SSLN-S) 11.50' 25.30% 276.9 6.50% 275.54 25.06/ 277.4 . �� , SSLN-H 98 4+52.52 (SSLN-S) 11.50' o / 11.15% 276.98 SEE SHEET 405 SSLN-S - PLANCill) SSLN-S - PLAN (;I1) 99 4+24.68 (SSLN-S) 1 19.16 278.92 SCALE: 1" = 50' SCALE: 1" = 50' 100 5+24.17 (SSLN S) 12.02' 21.98% 280.1 ,t 11.98°C 280.12 101 5+54.29 (SSLN-S) 11.71' 11.93% 281.9 }, 8.60% 281.51 v 17.03% 283.9 102 5+87.46 (SSLN-S) 11.70' 8.62% 282.91 a 103 6+15.64 (SSLN-S) 14.63' 24.6% 286.4 Qavt,1157' 25.27% 286.25 ievtace. Ln t' 104 6+47.20 (SSLN-S) 14.84' 15.79% 285.7 28.63% 287.58 rn `V 105 6+78.70 (SSLN S) 10.74' 22.97% 286.3 M 12.20' 13.73% 289.19 1aynIorFv1orrison® 106 5+50.83 (SSLN-S) 19.65' 6.84% 281.7 a) 2.16% 280.81 107 4+96.87 (SSLN-S) 19.36' 16.90% 279.8 7.54% 278.47 SOUTH RIVER IL 15 40% 277.5 w 108 4+48.08 (SSLN-S) 19.50' 5.63% 276.37 w N 109 4+13.08 (SSLN-S) 19.50' 0.92% 274.84 i TERRACE o 300 300 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON o PLUMBING SPECIALTY CODE. 300 300 PHASE 2 N FINISH GRADE ® _ N SANITARY CENTERLINE EXISTING GROUND ® Z 290 290 SANITA•Y CEN = ' rp PRQ,- N EXIS ING GROUND C 55.02 F 8" (PVC) I I NFF�J, SANIT,RY CENTERLINE _ FINISH GRADE ® 0� S=0.0423 -� 450PE "' 290 SANITARY C NTERLINE 290 �x�w� - 50.c6 LF 8" (PVC) 60.71 LF 8" (PVC) O 280 �-lib ® '=0.0050 ��r 280 STORM- 11111111 _ NMI�- 9 9, Z o S=g-g�� OREGON ^ - - _ATERAL, TYP --%�-' tiC S P�,�1,0 as cr.) I II_ CHW 119.31 LF 8" (PVC) _ 280 I''�' � 86.69 LF 8" (PVC) 280 ii. _o ; ; -;= 1///� RENEWS: JUNE 30, 2024 N _ N N,____.....„_-_-_-.„....------ _ - il .' 270 - - - _ 270 , SSLN -S SANITARY 1 - I 76 - 211.73 LF 8" (PVC) 270 S=n_o174 00NI un N In N 270 PLAN PROFILE V, v) N . .0 U' 1 SANITARY J N ,, J in can J V, N J v, 260 N N 260 ILAATERAL� I TYP N '1' cs as N Z N VJ1 'i' ^ to v, = N 3 iV .� in r;, N I.n v c `� •v v •N .o v J v O Z N O Z Z ` v .- " Z v 0 • v J Z Z W 2 so un N 2 MON N m- 2 ,- „N N ,- 2 ONO CO N N M N N M Ln b A8 IR- cV 1. C '\ in W :� -tri '• 260 d • N CJ II v NZ N O' r � O•o-.�I V a r•, N ri H II 260 N 4 Ni Z = lam/, +' rq �+ Ooo Z = ul VV I+ Oh O; II .p 4 > a0 O N OO. N. •• 2 N w 4 N O = A W LA N O = M W In N Z O = 4 W •p N O T �. N 41 .o .moo II O L ey M N �D N J II W W J I I W W J II W W J II W `D ni I II I' H Lf', 00 ci co. N ~ N H .moo I ~ Q J Q --I-- Q J a - - Q J Q - - �L a J a - Q 250 = tp w OI N - - - in ' N Z =O V, N + 00 Z 20 250 17 < 17 d o0 00 tvi, uui N D_' 00- uN, V~, < v~, o:00 oo in ? in 0_' fx In Q > Q II www w = u w u - w w = 1_1_1 N N w w o 5 - - - - Q > g - - N <4 > < - - PROJECT NO.: 395-103 2 ao OD VI VI .� V, c0 CO V, V, .--- V, ce co co - 250 250 TYPE: CONSTRUCTION I REVIEWED BY: KCS -- CLASS 'B' GRANULAR BACKFILJL Et BEDDING - - CLASS 'B' GRANULAR BACKFILL. Et BEDDING - as 240 240 245 245 rn c. 0+50 1 +00 2+00 3+00 3+00 4+00 5+00 6+00 7+00 7+50 S_ .CALE as M SSLN-S - PROFILE SSLN-S - PROFILE 50 0 25 50 41 7 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' m m m Z 1 INCH = 50 FEET ® rImola_ 111u1m1 01 IIID D 2I11111v _l 11111 I: 1- '-til 1111 Ammon L II.■111i • ■ iur u I _ _I_ L f 11111■ PT s,i KEY MAP GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE I:r,41 i:1 0 SSLN-E STATIONING. PACIFIC COMMUNE DESIGN SSLN-S SEE SHEET 401 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR OTHERWISE NOTED. 97223 SEE THIS SHEET i IF. I %/ I SSMH [T] 503-941-9484 I SSMH SSCO 58 SSMH I.3 �� I SSMH U 1 ftaft 90 N H10 T1 6.00' SSMH E2 �o I U2 57 0 SANITARY NOTES: I 1ST SUBMITTAL: 01/04/2022 �' `� II Q Q P1 I Q c,• Jf PUE, TYP. ►�� - - - O i„ REVISIONS �r �� 1 INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. A. o, i _op 31+00 NO. DATE DESCRIPTION SSLN T z+q7 . m L 1 � t.. `b• �os 24+00 2 00 25+pp O2 INSTALL 4 PVC SANITARY SEWER LATERAL i o 1: I-SS N I w 7+u 2+00 ,. �— 0 SS s� o ® S=0.0200 MIN. PER CWS DWG NO. 520, �N//H SW PE RTH ROADSD •° ft — L'j s� SD °I— I SHEET DTL4. SEE TABLE THIS SHEET FOR U) SS SSS _ (f) _ —SW EVERTON ST'• ��' @ �_ ��q j_j�� LATERAL INFORMATION. _ _ _ I . W 7//LLI///V/1/1// - ; a 0‘11 --- _ — — 3O INSTALL STANDARD CLEANOUT PER CWS 2 IH -- - DWG 500 it 510, SHEET D4.02. 0 • �" i ' U ) r to I.i i Z EI �— r6.00'�• ' 3 PUE, TYP. AS-BUILT 0 . SSMH o a CP 103 104 105 71 H12 DATE 12/07/2022 102 1111.1.E APPROVED KC8 SSLN-H SEE SHEET 406 SSLN-T - PLAN SSLN-U - PLAN SCALE: 1" = 50' SCALE: 1" = 50' 2 L , N R:cveA, iehlta.Ce. LC, t- M Ni TaylorMorrison. co SOUTH RIVER w Lu v, in TERRACE 0 320 320 0 PHASE 2 0 a N FINISH GRADE ® = SANITARY CENTERLINE a IL 310 EXISTING GROJND @ 310 330 330 �5�� PROPI J SANITARY CENTERLINE64450PE4 -* N FINISH GRADE ® j' 8" PROPOSED— SANITARY CE TERLINE WATER r -x w. EXISTING GROUND ® c, OREGON ^ s c. 300 _____ 300 320 SANITARY CENTERLINE 320 �G,-9+• 9, 20��0� k- rn rn _ _ _ - - - - 8" PROPOSED • �- C SCHWPR� _ - - - - WATER �� RENEWS: JUNE 30, 2024 � —Nr..._ Ja Loom —r ' i 290 - 133.97 LE 8" (PVC) $, lQvc� N c S=0.0050 290SSLN -T Et SSLN - U 310 - - T 5� 5 00669 310 76 J w P — 134.19 LF 8" (PVC) s w5'CLR 1.2585 SANITARY z P 3 o• z 3 C S=p. 325 M N "' i� 3 00 = 3 PLAN Et PROFILE J Z W v N 280 M ' 0 0 • N• r N 280 300 N w CO N o 300 II _ _ v ^ p OIN N M - N. ON O O N M A- _C _O M O r N N H H " . O Z 3 L - '- M O '0 0 rf = M = + O Z Z 0 0 II II I W N N w — N + -Z M co r, H + O W -9, ~ rn - = Nce II Mww Ow v, Ha F- NT - in .o =3 ((-4, N MZ O OMS N rN', 0 - NHu H - v, v, vi • o0 0 0O •N . o = Qa.I II ii I.0 w aw a II UJ a 270 - �, �, � �, 2 � � � 270 II vlHwH - - - LI, HWH — . ,r, 290 ^ oo ,r;M LnLn � LnCe60bo rLn .�- , ceco •290 o eL co H + — z PROJECT NO.: 395-103 Ln N 3on N II w Lu = TYPE: CONSTRUCTION ix)v) ., n iPG) 'ifi REVIEWED BY: KCS os LOUCLASS 'B' GRANULAR BACKFILL & BEDDING LOU 0 280 �~ CLASS 'B' GRANULAR BACKFILL & BEDDING �I 280 0+75c. 1 +00 2+00 3+00 ul, 0+50 1 +00 2+00 3+00 3+50 SCALE 41 8 MSSLN-T - PROFILE SSLN-U - PROFILE 50 0 25 50 a HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' — — — Z 1 INCH = 50 FEET AIe � 111III1 o 11111 Nil Il1111Li _i Ii' " 07 13 1 z mg - i,�,�� 11111■ KEY MAP GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE Fti oi:::1 0 STATIONING. PACIFIC COMMUNE 1 DESIGN 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 12564 SW Main Street Tigard, OR OTHERWISE NOTED. 97223 .S /X I 296.5 TW [T] 503-941-9484 ❑ 9.0' 296.4 TW •288.3 FG -4 Z 287.4 FG Am 296.6 TW g . . 296.5 TW 289.8 FG SANITARY NOTES: 1STI SUBMITTAL: 01/04/2022 EX SSMH #27855 s'� zs8.5 FG 299.1 TW IE OUT 284.13 S + EXISTING FENCE ® 289.8 FG w REVISIONS TO REMAIN �299.0 TW 3 X 1O INSTALL SANITARY MANHOLE PER CWS DWG NO. DATE DESCRIPTION MEYERS FARM SANITARY + x 290.1 FG to I NO 010, SHEET D4.01. SEWER PUMP STATION Am 299.0 TW _� 292.7 FG 1A CONSTRUCT SANITARY MANHOLE OVER X X X ri- V t _ i EXISTING PIPE. CONTRACTOR TO FIELD _ ilL ro �;�!,� . p a �, �. EX SSMH VERIFY EXISTING INVERT ELEVATIONS AND ' . ' SSMH _ 'd '�•��.�1. ft;� �� #A11 REPORT DISCREPANCIES TO ENGINEER. D 4*** . '� , ` O' _ _ _ — � � � trSSLNA- 'rt" - - ,il 1 OI ► D �,, • ��' Al2 �` '�20-4/0 �v 1 Oi SSMH MAINTAIN EXISTING SLOPE AND ,�,,,� SITE BOUNDARY LINE „ . ' , 15.00' SANITARY ‘111, A13 ALIGNMENT. CONTRACTOR TO FIELD ► D D I,+14', ,,�„ \�, SEWER EASEMENT x , 1 VERIFY EXISTING SLOPE AND ALIGNMENT D D ,,,,�, ,,,�,,,, 1, • , 1 . , , i \ 5 52 53 54 55 AND REPORT DISCREPANCIES TO ENGINEER. - D• • DD ,I, I " " " •0;04,, "• AS-BUILT DDD ,,#,,,� ,4 \. , . , EXISTING TREES TO PHASE ► D D,,� S-V. ' , ,,,,,S,,I \ \� , ' , , , BE REMOVED, TYP. BOLINUNDARY o TREE PRESERVATION NOTES: DA 12/07/2022APPROVED � D D ' \\ ► D D D D D ,�,,,,, ,,,, EXISTING TREES ' , ' , ' , J _ - _ - _ - - - - - _ 1. TREE PROTECTION FENCING SHALL BE INSTALLED AT ► D L > ,,,�,,, �,, TO REMAIN, TYP. I ' ��` �� E=_�M�W�� I I w H THE LIMIT OF SANITARY SEWER EASEMENT PRIOR TO D D D ► ' EXISTING FENCE o., , . �� i��_•�II�� i i w BEGINNING CONSTRUCTION. STRAW WATTLES SHALL :=` ► D D , D p,,,W,,,S , ' , . , . , • •4_4#4#,: \ , ' , , , , 1 , . TO REMAIN -nnx ;�� nn- Z uJ BE PLACED ALONG THE OUTSIDE EDGE OF THEMX�,,�,,,,�,,,,# 1 1 „�,,� ♦`,\\ , ,,, �O SW 165TH AVENUE xsD Oaf J MX ,S ,� , ,� ,A = PROTECTION FENCING. NOTIFY THE PROJECT e�ii xs5 xss x5s s U) ARBORIST MORGAN HOLEN E ASSOCIATES BEFORE Mx ��,�„�,�,,�,,� ,_ \\. 00# ....111111=1. 111 - X CONDUCTING ANY WORK WITHIN THE CRITICAL i,�I,j,,,I, 0#, \* . . , 4 , . I . . . ' ' ' ' ***# ► ill- II L2 Iii w — _ — WORK ZONE OF TREES PROPOSED TO REMAIN. _ Q�/ ,��,,,�,,,�„ „,4„ \ . _ — �,,,,, ► D ► D I^ 1 Q l i �� sSx ��*4*-V*,”,„�,„�,„, N . ' , ' , ,r,,,1► D D DV I o Z 1 2. REFER TO SOUTH RIVER TERRACE PHASE 1 „ „ „ „ , ♦ I „ > D Q SUBDIVISION IMPROVEMENT PLAN SET SHEET L3.01 • SCI\ •�i i � , „a D I D to J � I , ,t FOR VEGETATED CORRIDOR MITIGATION AREA 2 REPLANTING PLAN. _ SSLN-A - PLAN SCALE: 1” = 50' (eh. I.c4ce.�ex t- N 300 300 •TaylorMorrison. _civ `` EXISTING GROUND C o. SANITARY CENTERLINE 0SOUTH RIVER IL IL 290 _ — � � _ _ 290 z`LI 11 II I 1 3.60' „ TERRACE COVER II El _ _ ; 4.09' I I . : F 8- 0 280 CLEAR 1:2.71 LF 8” (PVC 5=0.1040 PHASE 2 @ S-0.11040 280 ci a N 2 a o Z to IN0 270 N 270 Vic'�,,,GINFF� N �., o N " J a - z _ 64450PPE J O. Q 8 -it O N D N Z • t/1 Z r G ` Tr II Z f II II W � Z� I �i XMW� a ',71,1 a v o ^ M• c OREGON ^ s o v1 t~/1 N d' CO N Lf1 N O NN N F 1 O Q O :O W <c- L; 00 II G V el as RETAINING WALL ZO -�' 11' E °° � N N �— w o� N a /� • 9 R�� ' 260 cO1 SO' II = w - • 260 e sCHw P M t w t II II ;A t/1 4 OF INFLUENC @ PIPE °` J co rn zz_ 0 to •• v1 a ► w w = it it (NI -w w w w Y N , RENEWS: JUNE 30, 2024 CEN ERLINE N Y - - - CO CO- a WIf-h �� NCLASS 'B' GRANULAR = • CLASS 'B' GRANULAR I E BACKFILL BEDDING SSLN -A SANITARY a BEDDING E PIPE ZONE BACK FILL 76 125 E 221 +00 20+00 19+00 18+250 PLAN & PROFILE n SSLN-A - PROFILE N v HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' v N 4 Qen o PROJECT NO.: 395-103 c TYPE: CONSTRUCTION L REVIEWED BY: KCS 0 os 0 M O SCALE 41 9 .,, 50 0 25 503 a Z 1 INCH = 50 FEET TOP VIEW LOCATE FRAME _6 STANDARD MANHOLE FLAT TOP SPECIFICATIONS: rB 11 GAUGE (.1196") AND COVER OVER W 1) CLAMP AND BRACKETS ARE TYPE 304 LEDGE OF AT /REINFORCEMENT 58" DIA. / ITh LEAST 12" IN OR �� STAINLESS STEEL, 11 GAUGE (.1196"). 4/1 RUBBER GASKET FLAT TOP • 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE / WIDTH • 18 8 STAINLESS STEEL. 8" MIN. BETWEEN W/REINFORCEMENT �� DIAMETER VARIES �,� KNOCKOUTS PIPE PROJECTING 4-r. r 3)RELINER CLAMP/BRACKET AND ANCHOR OR WITH SIZE REQUIRE 1i JOINT DETAIL !' p v APPROVED EQUIVALENTS. • ••�••• ♦ A BEYOND •INTERIOR L_, x16x1.25" Anchor %� 2" WILL VARY BY •• / SURFACE •OF MANHOLE NON-SHRINKING GROUT MANUFACTURER ° :`'.+• '\� - �� '�� WALL IS NOT ALLOWED .a WITH WATERTIGHT SEAL Zinc Alloy Lead t� ' . _ r + .6 - -- - / ••1 • SEE STD DRAWING 030 O -- - #6 BAR AROUND OUTSIDE OF OPENING 10" 25 , 47::::•:.;:-.• #6 DIAGONALS BOTH SIDES OF OPENING TYP :':0:+7.®#®. :•.'.. < . R Washer j_ 25H1xSS - -• 111.1, 150'. : STANDARD FRAME AND COVER OR SANITARY � •.� B - B 1.25 NON-SHRINKING GROUT 48" PIPE TYPE, SIZE, 2" DETAIL "A" MAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE SMOOTH FINISH :�� AND CONNECTION 75 111 °' CHANNEL TO • �'.• 95 [...,_ x16x1" SS Bolt LAB TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 , PER PLAN, AS TO TOP OF CASTING ¢ 3/4 VERTICAL •:• PIPE • / 1.:y • APPROVED SET FRAME IN NON-SHRINK HEIGHT OF PIPE • • "•�. 4�IuG�6m��nm��mm�� ya1lliu♦ GROUT CONSTRUCT o :.�• LD. ; ••'; r: 1 1� i1 i CHANNEL AND MIN �' ;.•.4.%. ;� +• - II NOTES: -- - m ; 12" SHELF IN FIELD _ • y • j CONSTRUCT 3/8" DIAMETER STAINLESS A A . •• 1" FT SLOPE CHANNEL AND SLIDE STEEL PINCH BOLT 1. ALL PRE CAST MANHOLE SECTIONS SHALL CONFORM TO . -MAXIMUM RINGS (2",4",OR 6") / m ° + , w ' SIMULTANEOUSLY ANCHOR DETAIL THE REQUIREMENTS OF ASTM C-478. MAXIMUM 12" SET IN ? • •�t•t t� N.T.S. !1 NON-SHRINK GROUT 0;44M4417411,111174441444:11:44:414141444:4: CLAMP DETAIL 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE :•} - _ PIPE • M a•••i•°r`itr-� �7r i r r r r r r r`�r r MANHOLE BASE. .r•%:• =0101,01,1:10.=- T- =T'=•••r..r : N.T.S. .'_mow I.D. °. '•:...., ... NOTES: 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC .•: a.' •. 'PACIFIC COMMUNITY DESIGN THE REQUIREMENTS OF ASTM C-443. 4' ' 36" CONE SMOOTH FINISH CHANNEL TO 1. DROP BOWL AS MANUFACTURED BY MANHOLE STEP •8 SEE DETAIL #100 •- 3/4 VERTICAL HEIGHT OF OPEN INSIDE DROP RELINER-DURAN INC. OR APPROVED EQUAL. 12564 SW Main Street Tigard, OR 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE PIPE ��° WATERTIGHT. :•+ `fir .+a:•,• WITH BEAVER SLIDE 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S 97223 _ MANHOLE SECTION d�.P•, '.':e 3 -- - • - (VARIABLE 1'-4') ..1'..4'• • .4' 'a.••4 .A:~•' RECOMMENDATIONS ( INFORMATION AVAILABLE © :' T- ' [T] 503-941-9484 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A +•• .,'•• ' -�," °:' d.a� RELINER.COM) OR AS REQUIRED BY DISTRICT I f 'I • 48" MINIMUM •A OR CITY. -L-1 - -"rj: MANHOLE AND CHANNEL DETAIL. 6" MIN. •.< •• ' 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL g MANHOLE STEPS SEE - f �• 4 0••v••••41444,10.1014,1411,".... 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: • r 1 •4 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. D •r }• ••r • s� - •-� 48" MINIMUM ► . . PIPE TYPE, SIZE, STD DRAWING N0. 100 -5" MINIMUM i i• �r•.. INSIDE DROP PIPE TO EXTEND AWWA C150 1, AWWA C 900 OR PVC ASTM 3034 AND CONNECTION 1ST SUBMITTAL: 01/04/2022 12' MINIMUM OF 3/4"-0�� s s� SDR 35. ? .• •t ;t r•fit S A MINIMUM OF 1" BEYOND f '• r [PER PLAN, AS 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) COMPACTED BASE ROCK -ft; r , 1 APPROVED MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ' ' _�w. SHELF. 4. NO MORE THAN ONE DROP BOWL PER MANHOLE __',I REVISIONS ON THE INSIDE FACE OF THE MANHOLE. b .. Ail SEE DETAIL "A" WITHOUT WRITTEN APPROVAL BY DISTRICT �: OR CITY. -�� 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND ' RUBBER GASKET ;.. NON-SHRINKING GROUT SEE NOTE #1 '=- NO. DATE DESCRIPTION • WITH WATERTIGHT SEAL 5. WRITTEN APPROVAL BY DISTRICT OR CITY IS • 4" MAXIMUM CLEAR OF PIPE WALL. :_� NOTES: • - SEE STD DRAWING 030 REQUIRED FOR DROP BOWL INSTALLATION ON ..r+ f FLAT TOP 1. ALL JOINTS AND RUBBER GASKETS SHALL I • WATERTIGHT SEAL 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" . .: CONFORM TO THE REQUIREMENTS OF • PIPELINES WITH A SLOPE OF 5% OR GREATER. ..;17__ SEE DETAIL #030 FOR SANITARY CONNECTION AND 48" FOR STORM ' (OPTIONAL) ASTM C-433. • PIPE BRACKETS- r 1 %• CONNECTION. 1 CONSTRUCTWOSEE DETAIL ABOVE ;,• CHANNEL AND MIN 2. ALL MANHOLE SECTIONS SHALL CONFORM c LOCATE STEPS & -- • 10. WATERTIGHT TAMPER PROOF MANHOLE FRAME AND .'• 12" SHELF IN FIELD 64" DIA. TO THE REQUIREMENTS OF ASTM C-478 f n 48" MAX. FOR MANHOLE LID NEXT COVER SHALL BE USED IN ALL EASEMENT AND OFF • 25" AND APPLICABLE PROVISIONS OF STANDARD • STORM AND TO BOWL FOR STREET AREAS. SEE STD DRAWING 130. " •...4 MANHOLE, SEE STD DRAWING NO. 010. • MAINTENANCE ACCESS PIPE LENGTH 3' 0" MAXIMUM _ 24" MAX. FOR SANITARY ° AS REQUIRED 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE 3. STEPS REQUIRED ON FLAT TOP MANHOLES S. PIPE TYPE, SIZE, , REQUIREMENTS OF ASTM C-443. •'• PIPE • • 8" °°- L. °.° DEEPER THAN 48" FROM FINISHED GRADE TO AND CONNECTION f ^ "' ' �-► TYP • • • I I° .a I.E. OUT. PER PLAN, AS :a. ''_: I.D. _:_.-_._. ° _- -- -- :•:. ;,••.� . PIPE I.D. ". : ' APPROVED LEDGE BE OW LADDE • r' 45' BEND • L R _...111111111 "MN .4 SHALL BE AT LEAST PIPE / S ' • �■� 12" IN WIDTH i P:41. '‘...;..: 1', ' I I a '+S:: '• ' �`• •1•:' •• PRE CAST MANHOLE FOR '� ' •'` I.D. i� ILT -�'.•,._ y 48" �4 .' LARGE DIAMETER PIPE. SEE �� NON-SHRINKING GROUT ' STD. DRAWING N0. 160. INSIDE DROP BOWL r- - . •,�a�o aha '':r «r a ,,e CHANNELTORUBBER GASKET • I •: •:•: `-1,•:'' •.' ,: • CHANNEL BOTTOM I DA �/AS_-_______Ei: i••.. -- SMOOTH 1.'i rSF •: 3/4 VERTICAL s•...: • . : r ? • � OPEN INSIDE DROP FOR :-..A. •' . • APPROVED8 '•r - 4rr•r•0- SF`•t r HEIGHT OF •° :� • 12" MINIMUM OF 3/a-0" COMPACTED -' a'S_, -*+ ��' PIPE LARGE DIAMETER PIPE NI BASE MATERIAL tr: r'��•�•= OE\ I \ SIDE DROP STA\ DAD IVANHOLE FLAT TOD IVA\ HDL- � I \ SIDE DROP VA\ HOLE W/BOWL �, C1eanWateer Services C1eanWateer Services V A\ H 0 L E C1eanWateer Services C1eanWateer Services 4, s_ DRAWING NO. 010 REVISED 12-16 DRAWING NO. 050 REVISED 12-16 DRAWING NO. 080 REVISED 12-16 DRAWING NO. 090 REVISED 12-16 Ln i .. ' ( N WATERTIGHT MANHOLE A N H L E RING PROPERTY 1. ALL STORM AND SANITARY SERVICE - - - 3.7g., PIPE LINE OR 3,79„ LATERALS SHALL BE MARKED ON THE 11111111* SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: SPECIFIED EASEMENT R:avt, ievtace { 0 •STORM DRAIN LATERALS "D" 0 Ni I i � ; •SANITARY SEWER LATERALS "S" FRAME WILL BE hTThC+iED T❑ THE . f PRE CAST 3/4" CONICAL 2. LETTERS SHALL HAVE 3fZ" MAX. WIDTH E IAANHOLE Tom/ CON♦< SECnDN 91 USING A CHOLES OVER (2) SANITARY is. II= �I'" AND A MAX HEIGHT OF 4" TaylorMorr i son�00 ii7:3121HiE_Air/4:ANirocHirtRA,5504:15NE:AL) TFIAT rs 0° p 0 OI1-1 4" LVfASHER 3. LETTER SHALL BE CENTERED ON TOP �• IL 'Ot 1-1/8- I0� °' r. + rl IIcD NEED TU r FACE OF CURB. w / 1 ' • O 1 1/2" PICKHOLE INSTALLED, A HOLE WILL BE CORED SECURE 2X4 IN PLACE N 0 O • 0THROUGH THE RING sa THE BOLT CAN BE AGAINST PLUG W/ CURB STAMP DETAIL tiii.<8 Ai* ATTACHED To TOP SECTION. TO PREVENT MATE ALS: INTEGRATED BACKFIPLUGG BLOWOFF ___ _____ _ _ n SOUTH RIVER o PLASTIC: GASEcET ON• 1 (PP t Ct)1lEIT # FLAME 10 3/4" MUST CONFORM WITH ASTM HEIGHT _ PROPERTY LINE OR 12" 4 a. C-478. STEEL REINFORCING 1 4125" OF HEIGHT: TOTAL UTILITY EASEMENT TERRACE N BAR MINIMUM 1/2" GRADE 60. 1/4" F+ a STORM p 12" 2X4 LENGTH OF 2X4 0MEETING REQUIREMENTS OF 24 1/` i OR LOT#: AS SHOWN ON LOT# ASTM A-615 ENCAPSULATED SANITARY MIN APPROVED SET OF SEWER PLANS MARKINGS TO 2X4 N " WITH INJECTION MOLDED N - 379 �I MAIN PLAN 36 FACE STREET n w UJ E �1]LT LT-DOWN PHASE 2 a COPOLYMER POLYPROPYLENE COVER TOP D , , COLOR CODE SURFACE F- COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. o o SECTION A-A DETAIL DETAIL (GREEN-SANITARY) 24-3/4" w w NOTES: GROUND �_ (WHITE STORM) 12 >- 1/2" GRADE 60 REINFORCEMENT 1) I. GOIAPOSITE WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET 1y PR/lr Z 7)8" ' 'i i i ii 0' ' r o_ AREAS. NOTES: MIN w �� N F A N _�-�- 1- F- 2. THE WATERTIGHT MANHOLE COVER FRAME SHAD, BE Gm! 2600 SERIES CQMPDSITE FRAME AND COVER MANUFACTURED BY 1. FOR NEW CONSTRUCTION ALL SIDE SEWER 36 m �r1 EF'� TITUS rriDUSFRIAL {,ROUP• INC. OR ITS EQUAL. a 1 64450PE 22 1 2 Z o AND SIDE STORM PIPELINE CONNECTIONS GROUND Ir O m Q 3. THE LOCKING MECHANISlA SHALL BE A TIMSTLIFT'iW MANUFACTURED BY TITUS INDUSTRIAL GROUP. INC.OR ITS EQUAL. TO 8" AND 10" MAINS SHALL BE WITH SURFACE- MAGNETIC > Kt w4-ord---_, NOTES: 27" D 0 FACTORY FABRICATED "TEE" FITTINGS TAPE o m Q 4. THE TV/ISTUF'TI COIAPOSa'FE ACCESS COVER LOCK I5 DESIGNED AS A S=CLIRITY BOLT K QUFRING A SPECIAL TOOL TO OPERATE UNLESS OTHERWISE APPROVED. 1. ALL STEPS SHALL CONFORM TO 25" OREGON ^ Z • •. D THE QUARTER TURN BOLT AND LIf- THE COVER FROM THE FRAME. IT FUNCTIONS WITH EITHER THE STANDARD CAM LOCK M 5-3/4" I I In In _ _ N �G 94 200 OQ o • • •• • THE REQUIREMENTS OF ASTM QUARTER TURN PADDLE, OR THE EXTENDED 'SURi FARCE' PADDLE. 2. PIPE MATERIAL SHALL BE ONE OF THE �� • 9 �� L 1 ' L • C-478. FOLLOWING E -1 1-� I� rn :• ' % 5. THE BOLT SHALL BE MACHINED FROM 318 STAINLESS STEEL A. PVC ASTM D3034, ASTM C900 1-1 C SCHW I"- co a 3" 7" B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING EWE-. r 2. MANHOLE STEPS MUST BE It1 A // AL (STORM ONLY) THE FOLLOWING: I1-II TIGHT AND FIRMLY EMBEDDED. 17L f�� /// 8. THE BOLT FEATURES A DCI ED HEAD 1vITW 3 EQUALLY SPACED 'J' SLOTS Rtrrh�ING H R1 4NTALLY AROUJND THE BOLT HEAD, C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." _��; w RENEWS: JUNE 30, 2024 • I�IIIII�IIIII,�- D. PVC RIB MEETING ASTM D 1784 FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." 1- _ - Q �' dL : •, 3. ALL STEPS WITHIN A MANHOLE 3" 3" 7. STANDARD BOLT SIZES ARE 14 MIA COARSE THREAD WITH A FLAT MACHINED ON 'I SIDES TO ENGAGE PADDLE. E. CPP MEETING AASHTO M252 PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. 11I 1.1 0 _ SHALL BE OF THE SAME / 8. THE SADDLE IS DIE CAST FROM 304 STAINLESS STEEL AND ALSO AVAILABLE IN BOTH STANDARD CAM LOGIC DESIGN. OR S EWE R DESIGN, TYPE, AND SIZE. 23„ EXTENDED SURCHARGE CONFIGURATION. 11=1i a .. . 12" (MIXING OF UNMATCHED STEPS �_ A IS NOT PERMITTED). 24-1/2" O NUT THAT WILTHE BOLT bPAL BEdDLE TORQUE 7DE35SFTLBS SRIBLED USI4 GIVEVE T1IESQESlRfb TEFISONTAINLESS STEEL I ON THE UBOLTA SECOND NYLOCIIsT'S, THE BOTTOM NUT IS h LOCK STANDNU p ARD IS 11E1DETAILS E ° ° 31" Imo A5 A JAM NUT, MID Tp1 OLLE TO 90 FT. LOS. STAINLESS STEEL WASHCRS ARC USED TO PROVIDE CONSISTENT TURNING I1= CAP/ 4. STEPS ADJUSTED OR ADDED RESISTANCE. _ ' - PLUG .•a,1 IIIIIIIIIIII.� - ,� '':- 1i, 11_I � SHALL BE EPDXIED IN HOLES � �--I S - SECTION VIEW 10. h 6 a STAIIJC E55 STEEL SET SCREW, SFT IN A THREADED HALE IN THE COVER PROVIDES FOR A STOP A r T1JRN OF �Y = • •' ' THAT ARE FREE OF MOISTURE !1 8" a�•.•�._ ' 1 • �� .� � I OPERATION. .Y,.Y;.�•Y .Y�7. •r;•Y::.�- ,;, 4 . ` L • AND DEBRIS. (EPDXY TO MEET 4•..••._' ` • •Y .Y%f•� i•- z.Y�.Y_ . � �z� v ASTM C881). NOTES: 11. THE BOLT WILL BE OPERATED BY MEANS CFA SPECIALLY MADE OPENING KEY CONSISTING OF A SPECIAL SOCKET ATTACHED •Y . •Y .Y•Y•Y,.r- 1. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF ALL PUBLIC STREETS. TO A '1" HANDLE USED TO BOTH TURN THE BOLT, ANC LIFT OUT THE COVER. �•�� •••0='��...1.* L L Lr LYy.YLY;:•c:Y,- MINIMUM SLOPE FOR 3 4"-0 PIPE ZONE N N • t, • A-•10 / 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. •••., .r•Y••Y - 6" PIPE = 0.010 MATERIAL AS SPECIFIED 12. ONE SET OF REPLACEMENT OPENING KEYS VALL BE PROVIDED TO CLEAN WATER SERVICES AT TIME OF INSTALLATION, I:•:� ►. •0•:1' 4" PIPE = 0.020 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. L 1 yYLY"1,1 3-3/8" FOR PLASTIC I•fa_� dt41Z0�_.0�- SAFETY STEP 4. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. 13, THE BOLT HEAD 15 PROTECTED BY A VITA-HER RESISTANT PLASTIC DEBRIS CAP, THE CAP 15 FNCLUDED IIITH EACH LOCK I 0 14. SEC LOCAL JL+Itlspacrigra RgU1r2MEN75 FOR USE IN TRAFFIC AREAS. ELEVATION PROJECT NO.: 395-103 c S �, BLRBA\ A\ D STA\ DARD �' WATERTIGHT 1AHOLE _ - I TYPE: CONSTRUCTION VA\ HDL- ST=D \\`� VA\ HDL- FRAU - A\ D COVER \\� SIS _ S -WER / SIDE STORY �� REVIEWED BY: KCS C1eanWater Services C1eanWater Services F R A E AND E leaWcr Service > > C1eanWater Services DRAWING NO. 100 REVISED 12-16 DRAWING NO. 110 S A\ I TA Y REVISED 02 17 RE 12=18 ELI \ E REVISED 12-16 rn DRAWING NO. 130 / DRAWING N0. 520 os M 2 i a D4 • - - - I" MINIMUM' 41. 1= . • N MANHOLE STEPS SEE iii & 3/4" SQUARE V '4' STD DRAWING N0. 100 •�• a o CON.CRE i. •" .4' o-• '. .6• 48" MINIMUM �.�" STANDARD CAST IRON CONCRETE COLLAR ❑ ❑ ❑ •■ + d r� FRAME AND COVER DRAWING N0. 510 STANDARD MANHOLE 4 ❑ a ❑ ❑ GRADE RING _ v Ilk ), v p S _ mil ,' � APPLICATIONS) D. 5" MINIMUM Y + ICIL ❑ ill6AIIMAlUh�TO. 1%1 • y • 42I1C ID. .• -_ +� +> + , •••. FINISH GRADE 1- 6"MIN. a• . '�: (ASPHALT, CONCTRETE,OR OTHER) III-III ` -III=11. I WATERTIGHT PIPE PLUG CRUSHED ROCK - - g, 't . : • b r F' I-III-III-III -111H1_ • • •+' ' • CONSTRUCT CHANNEL AND •. WATERTIGHT OTHREADED '� 7 8 BACMiFIiL °-.• �•a', O 08 - Q ° y•. .•:.‘",•.: `:' ., • 4!a• -1 -III-III- 'aril _ / h , r ° MINIMUM . • ".'•',.�.''�•. ' :"' :.• MIN 12" SHELF IN FIELD -III- � I I-III= CAP AS APPROVED BY 10" i8 n . a .Q �,•• f III-III iI.,I III • , • LOCAL JURISDICTION. 7 II >....... =III ,III-III= AllE171 . I I•• s•:. t••.. ISI-III= .:, I�I-l� END VIEW �.� �� 1 HEI 7 , _ • •...." •Y •Y • ,. `' �I�I�i PROVIDE 3/4"-0 FOR �� 0 / 2" MIN. CLEARANCE 111-1 I 4;YS III= / 6" SECTION B-B Aglni�% 1=III •iAl A MINIMUM OF 6„ 1" MIN. ��1 I�iii� ='•x =` -• AROUND CLEANOUT •ACIFIC COMMUNITY DESIGN 12"-MINIMUM OF 3/a"-0" OVERLAP m 6 COMPACTED BASE MATERIAL ■ MIN. 6" MIMMUM 12564 SW Main 97 Street Tigard, OR 9" 8' MIN1Ullhf _ _ _ AROUND ALL PORTIONS PROVIDE 1/2"GAP (MAX.) _ �•�•�7�•C•�•k� _- 18" AROUND ALL PORTIONS -� 48" BETWEEN CLEANOUT PIPE 11 I-I I �� III1 I OF THE PIPE ' - 3 OF THE PIPE [T] 503-941-9484 Z A AND GROUT COLLAR. I-III= 1••••',I=III= -s,1---7111-E SECTION;.;_;._III SECTION A-A - - W _ _ -1 I I= III= z _ - 1=1 : d +; �, 5" MINIMUM LL•• ••• .„ I I I=1I I=1 x--��' I I I=11. =111E11 Y� IFrer.fore 1-III=1. e a 1ST SUBMITTAL: 01/04/2022 SMOOTH FINISH CHANNEL III-1I I-III-�I1• i•• 1-III III \ to - ; ' •..?_ _ ____ _ _ _ _ z- .' . :•- -'III=111=1 \I=EWA /TO 3/4 VERTICAL HEIGHT -, -1 -III-III =III-III-III- ��f I�•� 1` p\\1 ,6. .6 REVISIONS N of PIPE. -1II-III-III-III-III-III-III-III-I < :•x 4- 'I=III-III= ` = -a -I 1,1 I-111-111-111-111=111=I - :vefr 111-111-11 0, •m .1 PIPE 7 •,• • •,s• � • • X40-ag !e;! ' .- NOTES / . .; -.4 NO. DATE DESCRIPTION ■ 6" MINIMUM OVERLAP. III- / q. • I.D. `•!,x'•x:•x.�•�. ' -x:-x" � •'""-� '" 111III= p r : 4 4: ' ..•.,�..',.. 1.•�.•.,.•J' ktiiv.�.•u:•l•l:•s IIlllll CONSTRUCT CHANNEL AND. : 6+ M • '• III-III- 3. MATERIAL SHALL BE GRAY CONCRETE 8 MINIMUM CONCRETE • • • • • • 111E111E11-X-i•� +•X�!r;; •-• I,- CAST-IRON, ASTM A-48, LENGTrI A5 DIRECTF�O • lefi • r • • G. • •' _ • III • ...si•i•• .••s.••as•••s••••r••.•s•••• ' -•! ••: .a a "4 .x-.1-. CLASS 30. ��aiTaia�"'l'siai"a11'liwi°i"�8 taut '��iaR •iaktIPA�� ° SSA-V��t- , ''',"*"•-.4"-..:".. • • •.r . -A. •. .al ,,•�.S.••IA.i 11i I MIN�MLFM 2 =e•• r s=..'.."' 7 4.'444,140744-4W= - - CONCRETE ENCASED JJ SIDE V I E Y Y BOTTOM OF WYE 3/4"-0 FOR PLASTIC PIPE 3/4"-0 27 12" OF 3a"-0" -% % NOTE: � � � 1 As_BuILT NOTES: COMPACTED BASE ROCK 3000 PSI AND, 2' TO 4" SLUMP. 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF NOTE: ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, DATA 12/072022 DRAWING NO. 010. DETAIL 2. PRIOR TO 1NSTALLIi1C 71'1E Cpf4GRE'I'� ENSURE THE 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. JD1NT IS SEAL IN A MATTER AS ROT TO ALLOW K8 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. CONCRETE TO ENTER INTO THE INTERIOR OF PIPE. OF 3000 PSI AND A SLUMP OF 2" TO 4". MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. �� CLEAN O, T FAN/ E C C TE ECA EI E T _V A\ OLE BASE STA\ DAD CLEA\ O,, TCleanWaterServices CleanWaterSiA\ D COVE CleanWater Services CLOSURE COLLA C arW rServices 4-, a✓ L_ DRAWING NO. 020 REVISED 11-16 , DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 DRAWING NO MG REVISED 12-16 r --- _ CL ON Ln i N CLASS "B" CLASS "A" M SURFACE RESTORATION j.�ln� v AS SPECIFIED (,��v{,i 1ePL11.cceL- SEE STD MOUND EXCESS NATIVE MATERIAL o DRAWING 600 OVER TRENCH TO ALLOW FOR p DETAIL -lIII - T-CUT ASPHALT SETTLEMENT i•Er lay or orrison� -11 = 1-111-uE�..,.` -III- III1 I - -_ w a a a 1=1 11III=11111 I__�-.. 111=1 11= 1 -111 11 I1 I _ =III-ITI=IT=I 1- -I 1 I= _111=-111=-111=-111=-111=-11' 7_ 7 >_)II 11 I-1III111IIIII- aSOUTH RIVER 1IF TOP SOIL EXISTED1II-111H 95% COMPACTION � COMPACTION 1- PRIOR TO EXCAVATION. D O =111- WITHIN 36" OF III-111E a SURFACE / / I_ a 1 1111 11 I a a a / / 1111- UNDISTURBED -11 t-90% COMPACTION /MNATIVEATERIAL/ 1 EARTH TERRACE N UNDISTURBED j- CL EARTH a BELOW SUURFACEOF c v / V 111111 a a �// // 1�_., PHASE 2 i.0 DEPTH 0 VARIES 4 3/4" ROCKRUSHED // / III 11' rY E o H /r / / , �` PR(eFfr * F `.- LI d a° _____f_ 64450PE 3/4"-0 CRUSHED a. d 1/2 PIPEc.1 ORW746741------ ROCK PIPE ZONE 0 a 2 a O.D. PLUS 6" EGON ^ Z o Telq,KWINP74 11 s / • g 2 .1- , • • i i • •' :01. • i i iI l- ON =1 1 7 -"" -�•' .- :`>=1=111=11SC HW AES 3/4„ 0III-I . . .Y-y-�:-x�-� � :-zIIIIll-I I- in 4-1 PIPE BEDDING • RENEWS: JUNE 30, 2024 �, 1 �=1 I I--lb- •:••r • •:•: ��*Arji�' •��41.•_. '1=1 I 1=111=111=1, , a =_1j1 -'�_' '�'sl`�:`'_*`t'�`�i �� _1_-_s_ ... :. - 111=111; , I _ ;111-1 1-111-111-111-111-111-II I-III-111-111-111-1 1- . SEWER CL 111-I I-I IITI_I I I=I I I I I I=l I I I-III I I I=I l I 1-1111. 1 I 1=1 _I_1 11- -'1 1=1 11 TRENCH STABILIZATION: -,-, FOR REQUIRED, TRENCH STABILIZATION } 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY ETAD LS E 1/2 PIPE 0.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT In OF BEDDING MATERIAL. N 0 Y NOTE: N1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. v 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO _c INSTALL THE PIPE IN A SAFE MANNER. N 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING D OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. Q Ln PROJECT NO.: 395-103 u, T� E\ C H B A C '<FI LL TYPE: CONSTRUCTIONDETAILS IP REVIEWED BY: KCS 0 CleanWater Services Q M DRAWING NO. 590 REVISED 12-16 O LA ON M n 2 i Q Z D4 . 02 = —,J 4•• - IIS \\ . 1 — ,, 52 _ \\ 109 108 107 106 105 104 103 102 101 100 99 98 97 �. in A i • \ . S N S \ SW DARLING LANE `r �9 o X piIIIIe 53 o \ TRACT H \�� _ NI/ %% _ \ f MO / L _ _ _ _ O ss o ss ss ss ss -0 — --LIE", \ SD SD —� SD SD 1- , 8" 5501XW XW XW XW XW Ir � �� XW■ XW XW XW ■X�M / AMMO • 1i/i 1i/i— Aul%///// L•1-- %I = 54 56+38.10, 12.11' L - — - °° I/ . (RIVER TERRACE (N))A \ 1 11° 16+37.20, 9.00' R `� 1 c 56+38.08, 16.14' L — a V 14A (165TH 5) +0 14B (RIVER TERRACE (N)) /S A . I x TRACT F I . 0 I 17 - o I z . , 48 3 55 56+73.35 14.35' L " . _ 1 % 56+73.75, 10.35' L 10A I I/ 11111 (RIVER TERRACE (N)) - / (RIVER TERRACE (N)) 106 Fr..............€) L-L__LJ I ,,� IIo �/ x TRACT G I 56+96.73, 19.00' L Z I PACIFIC COMMUNE DESIGN ^ o "' — 10A > 12564 SW Main Street Tigard, OR 1 z 56+87.07, 13.00' L I ;■■■ (RIVER TERRACE (N)) ' O'I a— 3 97223 I (RIVER TERRACE (N)) 10B�� w 1 'o' 56 T 503-941-9484 II I [ l /.:: • 0 111 I Qo i /4 dm I i x • u ICC I' 14+56.70, 9.00' R� "' ��°�~ 1ST SUBMITTAL: 01/04/2022 _ o .1 (165TH S) 4 o I a' 57 Lu g 1 . +� � 64 636261 60 5958 I � 3REVISIONS 1 Ln oc, 0 1 III w II 3 TYP. 1 - + 29+10.20, 9.00' RA / A4; H9 ; l6SOR, NO. DATE DESCRIPTION 00' R4 . o • A (EVERTON) 00 R (EVERTON) :_ .x..;;.. 0 o EVERTON .. A II 4TrTrufTtr . Aar %%%////////.V//%%///%/////�%///.L'////////I%//%%/////%//////%A/////////%%//AV. AV A • ce I r —23+ao ►__�-_ i c _� 24+00 25+ C N r ' I6�00 200 28+00 29+ 0 30+0022+00 _ J — _ — SW EVER i ON STREET _ _ __ _ — I I— — w — I o //► Cp — �— L W W / 8" 5501- •'O i�` g it ArairWI� CIME1r /.Iiir A •Mw A r_ -40, . a I in= _ —/ / :: 1Ar AV Ar AS-BUILT - ®I i7 ( 25+40.21, 18.50' R 1 + 3 71 30+70.97, 10.14' R DATE 12/07/2022 ,T, \ (EVERTON) 66 1G 6 III j1 10 (EVERTON) APPROVED KC$ N = 58+62.50, 19.00' L 29+58.20, 9.00' R — j 29+98.20, 9.00' R A 6A RIVER TERRACE N (EVERTON (EVERTON) I c _.a 67 68 69 70 / 30+69.73, 9.97' R = 59+13.26, 13.00' L M 59+13.26, 19.00' L 71 (EVERTON) I 4B — •• 4A (RIVER TERRACE (N)) '�I =1-2- __ � , FUTURE DEVELOPMENT (RIVER TERRACE (N)) 13+74.70, 9.00' R I. — • 66 I .. • � I 3� . -65 65 59+80.89, 27.63' L (165TH S) 4 0 ' . ' .. (RIVER TERRACE (N))x oo �■A = _ I ■ TYP. �. 1111 A L 0 59+80.89, 3.38' L 1 / I ,•.. CD o 15 (RIVER TERRACE (N)) 11 A I I 83 82 77 T : . LII4imytace+410 0 A 15+07.85, 9.00' LN — 6A 61+24.50, 19.00' L 78 RUBICON - �' / Qcve,t, a (RUBICON) u (RIVER TERRACE (N)) TYp, (RUBICON) I �I „ I 4 1411.72, 9.00' L A e r o P- ARUBICON) I o) ,..0 ,,I, . TaylorMorrison. MI ., . : : .... 00 co o0 /118%//%//.%//%iaW/I//////////////.%/////////////////////////.'%///.%////////.%///%///// A* /%///%iall /.a — 11 _ci I — \ %//IaI% . �////A 01% ..I�I-/-% AMN AV AM M /.—�1_ A .i SW RUBICON LANE _ — — %% — �� SOUTH RIVER ZS I = x �� — r I — 1— — — I — I— �— — I + — I— LI — r— — N —�- — - Air L_ — — —1Z+OQ _16100_ 5 00 w I :: +a+g�— 8 5501-4-2k - 11 10f • 7� Li 18+00 $o - TERRACE LL, �� it .emiiiii mr ./ii��iii� /i��iiiii�.�iiAVi��ii iii��iiii��ii ��i ii��iivs itIR I / 1 in I l.I 11+44.70, 9.00' R °J1 x •.'O» I 12+00.00, 16.50' L I •• o art (165TH S) ci v 1 © (RUBICON) , PHASE 2 0 .. 3 %� 61+73.25, 19.00' L a 0 4A 86 87 88 89 90 : 1 N d o II (RIVER TERRACE (N)) �/1 = x 111 ��N• 3 / 84 85 10+49.43, 9.00' R : I 4? rt,\, Pi?Gy-1= (165TH S) e - P I NFF /~ d11 �� IR 450PE ■ ■ �• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ :...:- ou/14,7s1-----GoN --_, ZS Ln RIVER TERRACE BLVDMATCH SHEET 502 4 9 2°,\*c as C SCHW 06 rn WATER NOTES: RENEWS: JUNE 30, 2024 N A INSTALL 1" WATER SERVICE WITH 3/4" WATER A INSTALL 8"X 8" MJ TEE 14A REMOVE EXISTING PLUG AND CONNECT TO A INSTALL 2" COMBINATION AIR AND VACUUM = METER PER DETAIL 520, SHEET D5.01. EXISTING 8" WATER LINE. CONTRACTOR TO VALVE PER DETAIL 591, SHEET D5.02. WATER a VERIFY DEPTH AND LOCATION OF EXISTING GENERAL NOTES: E AINSTALL 1 1/2" WATER SERVICES WITH 1" INSTALL 8" MJ CROSS WATER MAIN PRIOR TO CONNECTION. INSTALL 1" COMBINATION AIR AND VACUUM WATER METER TO SERVE TRACT D IRRIGATION 6 REPORT CONFLICTS TO ENGINEER. A VALVE PER DETAIL 590, SHEET 5.02. 1. ALL WATERLINE BENDS TO BE INSTALLED WITH PLAN z PER DETAILS 520 Et 530, SHEET D5.01. COORDINATE WITH CITY OF TIGARD WATER THRUST BLOCKING PER DETAIL 560, SHEET D5.02 o6A INSTALL 16" X 8" MJ CROSS DEPT. OR MECHANICAL RESTRAINMENT WITH PROJECT Y INSTALL 1" WATER SERVICE WITH 1" WATER ENGINEER'S APPROVAL. 46 METER TO SERVE PRIVATE STREET TREE REMOVE EXISTING PLUG AND CONNECT TO °J IRRIGATION EAST OF RIVER TERRACE BLVD INSTALL 8" 45° MJ BEND 14B EXISTING 16" WATER LINE. CONTRACTOR TO LA PER DETAILS 520 Et 530, SHEET D5.01. 8 VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. Q4 A INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 10 INSTALL 8" 11.25° MJ BEND REPORT CONFLICTS TO ENGINEER. 542, SHEET D5.01. COORDINATE WITH CITY OF TIGARD WATER 0 DEPT. PROJECT NO.: 395-103 0 A INSTALL 8" MJ GATE VALVE 10A INSTALL 16" 11.25° MJ BEND TYPE: CONSTRUCTION REMOVE EXISTING PLUG AND CONNECT TO6)1 14C EXISTING 18" WATER LINE. CONTRACTOR TO REVIEWED BY: KCS 0, INSTALL 16" MJ BUTTERFLY VALVE 106 INSTALL 18" 11.25° MJ BEND VERIFY DEPTH AND LOCATION OF EXISTING 0 4A r WATER MAIN PRIOR TO CONNECTION. o REPORT CONFLICTS TO ENGINEER. rn M 46 INSTALL 18" MJ BUTTERFLY VALVE A INSTALL 2" STANDARD BLOWOFF COORDINATE WITH CITY OF TIGARD WATER SCALE 501 PER DETAIL 570, SHEET D5.01. DEPT. 50 0 25 50 2 Q Z 1 INCH = 50 FEET RIVER TERRACE BLVD MATCH SHEET 501 ■ • • ■ ■ • ■ ■ • • • • • • • • • • • ?1, ■ �I ■ ■ ■ ■ ■ ■ ■ � ■ •■ � ■ � U U • ■ _■ �■ ■ ■ ■ ■ • lit a , - , • • • - - 24+62.25, 13.54' R I L� \ j. 4A (PERTH) ' a I + 10+20.36 9.00' R 63+54.64, 11.08' L N •�I w - 24+00 25+00 (RIVER TERRACE (N)) 10B :. p 3 (165TH S) 10 .� o - .___ __'2 - I I I II • LI)CC' TRACT /. --. . �o _ 116"5501 63+70.58, 11.24' L a 63+54.24, 17.19' L Q / O `l 4B .• I ' 10A (RIVER TERRACE (N)) 91 / ��o / Q� , • (RIVER TERRACE (N)) `,- N L- ai - - Il-Lllo+ 94 93 92 PRIVATE ,� . ��Q �� / 01 � - - 63+94.57, 9.18' L D W o 63+86.13, 10.20' L PRIVATE UTILITY / , p �/ �� 23+62.73, 11.54' R 24+65.25 13.54' R > / k0 TERRA E 10B - - EASEMENT 1 i 7 .0/� 10A (RIVER C (N)) •1 \ 5B (RIVER TERRACE (N)) /, 'L • 7 , (PERTH) II• ®(PERTH) • t,, 0_ I o EASEMENT A21+08.48, 50.26' L. ,� 9 v ' + 63+95.53, 15.20' L (PERTH) 23+49.57, 11.99' R u 10A (RIVER TERRACE (N))-' - .__- _�- / • • 103 �A (PERTH) MTiii • ii► �/ 102 ‘\ ,:. '\ it '� , R••0.00' 23+35.44, 11.71' R 1B ��/�� :� �� 10A (PERTH) I TRACT R •\ '* 101 4A 105 \ • • ': SW CHETCO CT 23+09.37, 10.99' R _104 • \It 64+17.67, 14.83' L 2 • / • 100 = _ 10A de/7 / (PERTH) • �- � \ � (RIVER TERRACE (N)) • ° / 3 14+5014X00 • Ipir A.4A *, \ TRACTS : 4 /' / 21+61.55, 20.50' Rss . / 7 1:7.1.000".€11) '��/ TRACT U L - '64+93.33, 10.43' L �/ (PERTH) �� CI O �� RIVER TERRACE N / TRACT T i ��:\ PACIFIC COMMUNE DESIGN - 63+83.63,14.14' R ` / 10A 99 ,�� A ,::��` / . - 12564 SW Main Street Tigard, OR (RIVER TERRACE (N)). � , ° • ° �x �h°� (PERTH) // 8.78' R // �� i� - - 97223 • V ��p� � �e 98 / - - - [T] 503-941-9484 L / r 64+16.00, 8.90' L \ 10B 7 ' x , / 19+96.87, 11.88' R / �/ 106 - - - o I (RIVER TERRACE (N)) . • •� i 4A (PERTH) / / I. - - 1ST SUBMITTAL: 01/04/2022 o .---- � X k \ 97 •j/ 64+84.38, 6.11' L 19+15.86 15.03' R / 107 _ ' ' (RIVER TERRACE (N)). 4B \ o �' �. 5A (PERTH) / / - - REVISIONS 106 9 / :� 65+23.29 0.27 R ;,Q��\\;., ,j/ 65+97.14, 33.43' L 96 PRIVATE UTILITY \ w v� 108 /' / 1 NO. DATE DESCRIPTION II(RIVER TERRACE (N)) �y;�� qN;�-.1(,;(/#4/ I 9C (RIVER TERRACE (S)) �/� / EASEMENT ,,, y�> c °� '' I 1\ • / �i 1 N I°: N. 95 66+30.83, 19.30' L /,,;. // 2.00 --- 5B �i''/:(x) \ 10C (RIVERTERRACE (S)) �� /y< ,, �, O 109 19+02.22, 3.05' R yv yyy 66+53.51, 12.82' L\ / (APERTH) �p 10C (RIVER TERRACE (S)) ,,,.V,,,. // / 18+16.11 4.74' R j x � a• / a ,�C / . . i �� f;.o ' 66+66.15, 22.96' L T /;� / o (PERTH) . . °y1 �� 3A (RIVER TERRACE (S)) j - - - - TRACT W ��x �� ,8 �66+57.14, 13.04' L /j'� , / �.�0 4,1111111111k',' 4A(RIVER TERRACE (S)) / / / \ / 1 , 66+17.05, 20.03' L / V o : %� / / \ AS-BUILT ( )) \ :° / \ 10C • (RIVER TERRACE (S)).-- „ DATE 12/07/2022 `4 ,>° RIVER TERRACES 96 ' : •�a � %;/ 68+99.13, 9.01' L ,� � �, ( ��•• R339.00 f,,, FUTURE DEVELOPMENT• - / 66+28.39, 14.88' � ,�"' �j/_ // / \ ` 69+38.68, 10.92' L APPROVED KCS • �,:•• (RIVER TERRACE (S)) 10B \ \ _I�� / 10C (RIVER TERRACE (S)) \ / �� . _%..y „ �GfG 69+78.15 10.66' L 66+52.90, 7.74' L r IIIA L•, (RIVER TERRACE (S)) o /j p0 (RIVER TERRACE (S)) 10B • 4.- �;� ,. 10C 70+49.36, 10.55' L - - - AV- .. • TYP. 10C \ ' // r / �1X 66+56.72, 8.08' L - - ,, i/ (RIVER TERRACE (S)) o -� \ \ ` -- - // �X�a`R TRACT X Z / (RIVER TERRACE (S)) 4B R343.0� �� °s e .' \! \ \\ \meg p�' �' - 68+99.50, 4.00' L �, // �F��F o 8C 70+82.94, 10.29' L : \ , 15+29.09, 20.50' L. / �` // _____-- (RIVER TERRACE (S)), 10B _ - eO�jQ4CF'Q • (RIVER TERRACE (S)) in �0 :I 10+44.14 9.00' R 4 ©(PERTH) v _ _----- // . ----u ' FV N°° J (168TH) 0 0 / /" 69+38.78, 5.89' L •1R� .° , / 70+89 19, 17 78' L O I N HH uuu vvv aa�� - A o , 1 �b b� 133 f / (RIVER TERRACE (S)) 10B /,d p N . 8C (RIVER TERRACE (S)) �� / Ory. �.� �,��A �� i / 69+77.99 5.63' L oxo ..xb3+� p ►� -/ 7 x70+99.25, 5.03' L v '4 e - i i (RIVER TERRACE (S)) 10B 5B (RIVER TERRACE 4 �t� ° : - \ /i 132 / y ��`� '�: (R E (S)) Qcvelt, ievtace j eto � / 9 1D o "' I 15kpp 5 %/ i / -- f 117 118 s ,0 11" 71+24.47, 23.10' L 0o I o �� / .°/ 16+24.42, 15.50' R / / 70+49.51 5.52' L \ 9C (RIVER TERRACE (S)) SW PERTH ROAD I 00 I 11+00 12+00 13+00 14+00 0 - p%/ (PERTH) / / // RIVER TERRACE S 10B �1 - - o •1 • 131 / / ( ( )) i'� 71+29.79, 21.83' L 1a1IOrF\/1OrrISOfl N - + - I i+oo I----- -1 2+00 H 3+00 I 4+00 �* 130 / + `��- „or / 70 55\95, 17.98' R , ' i// �o 4C (RIVER TERRACE (S)) M I I -1 H i_ - ,_ - f '0 • 116 (RIVER ER _ R R T RACE (�))/e/\•� \A "71+43.48, 19.00' L I1� - - - - _ _ TYP. / / 115 �/,�//k� /�h (RIVER TERRACE (S)) u_ �i- i4µalm l7 i�m rm RTS m rm T�m.rr�anni m rm rrnm rm rrr�m w t / 10 129 ��. , / • �� > '%c ��; /v/' _ SOUTH RIVER o L J// I 14+91.73, 11.36' R 128 �/ �:� : 114 \ �/� / Gp 1�, / i ( �5+ 9 N 1 RI / 113 �' v /y�j/ w Li-) ( „.., - r /I /- - - - - - 1 -- \\ I 12 1 E 125 (PERTH) 127 i / / / TYP. '� �p�SPM .'/ 10B '• ``\ / \ 14+35.12, 12.90' R © 126 // TRACT A S`� TERRACE = �0� I / 14+82.03, 11.00' R 112 a k00 '//�A RIVER TERRACE L(S)) 10B (RIVER TERRACE (5))/ I \ (PERTH) � / �/ �7 �1ti '�%i/A . (_ / \ / ..,,,,,,\1:‘ / 111 i / �` ��//i o ° l \ \ I 124 �� / / .. C,� l �� 13+45.32, 6.00, R 119 o' ii. 110 - �� (NOOSA) •• ' 1 PHASE 2 o I ; \IA. \ \ I 1 ` - _- f/ / / 10+07.49, 19.00' L , %�///0 120 • N I E%`- � TRACT DD I TRACT BB 7 7 // i � 121 /` I `� PRn� ci_ TRACT EE �� i / `�V0�A\� 1. 72+19.68, 0.98' L u/ / iox r / / i ./ .;a �` 122 �� G I NFF 1- x V / TRACT Z • i /- 112 (RIVER TERRACE (S)) �P / i / 64450PE \ / / 72+03.37 0.33' L EI - �. „'_')#'. h 123 E I .,•1. / er---„� i� 0 i IA, (RIVER TERRACE (S)) 4BW� / / TRACT CC i ' - i • ��fk �!� I . . ,� OREGON o/ Qz ss M r \ �y r __ �� - - - \i • SCHWPR NI \ -_ - _ - - - - - 10+07.48, 6.00' R RENEWS: JUNE 30, 2024 - I N �_-�`._-- - 1.--L -/ /� (NOOSA) WATER WATER NOTES: - PLAN E GENERAL NOTES: o e INSTALL 1" WATER SERVICE WITH 3/4" WATER METER INSTALL 1" WATER SERVICE WITH 1" WATER METER © INSTALL FIRE HYDRANT ASSEMBLY PER © INSTALL 8"x 8" MJ TEE INSTALL 8" 22.5° MJ BEND INSTALL 18" 11.25° MJ BEND o PER DETAIL 520, SHEET D5.01. 1 D TO SERVE PRIVATE STREET TREE IRRIGATION ON DETAIL 542, SHEET D5.01. 9 10C 1. ALL WATERLINE BENDS TO BE INSTALLED WITH `� RIVER TERRACE BLVD PER DETAILS 520 Et 530, SHEET THRUST BLOCKING PER DETAIL 560, SHEET D5.02 v 1A INSTALL 1" WATER SERVICE WITH 1" WATER METER D5.01. 3A INSTALL FIRE HYDRANT ASSEMBLY PER 5A INSTALL 16"x 16-''''M- 6" MJ TEE W/ 12" REDUCER qA INSTALL 16" 22.5° MJ BEND A INSTALL 8" 90° MJ BEND FULLY OR MECHANICAL RESTRAINMENT WITH PROJECT v TO SERVE TRACT T IRRIGATION AND PRIVATE STREET DETAIL 542, SHEET D5.01. ROLL 8"x 6" MJ RESTRAINED. ENGINEER'S APPROVAL. TREE IRRIGATION WEST OF RIVER TERRACE BLVD PER A INSTALL 1" WATER SERVICE WITH 1" WATER METER TEE DOWNWARD AND USE 6" 45° BEND DETAILS 520 &530, SHEET D5.01. TO SERVE PUBLIC POND IRRIGATION, TRACT EE & FF TO DEFLECT FIRE HYDRANT LEAD UNDER 5B INSTALL 18"x 18" MJ TEE'W/:").8" REDUCER 9B INSTALL 18" 22.5° MJ BEND ® INSTALL 2" STANDARD BLOWOFF -111 IRRIGATION, AND PRIVATE STREET TREE IRRIGATION 8" 550 ZONE WATERLINE. PER DETAIL 570, SHEET D5.01. a INSTALL 1" WATER SERVICE WITH 1" WATER METER WEST OF RIVER TERRACE BLVD PER DETAILS 520 Et 0 1B TO SERVE TRACTS N Et P IRRIGATION, ROUNDABOUT 530, SHEET D5.01. 4 INSTALL 8" MJ GATE VALVE ® INSTALL 18"x 18" MJ TEE 9C INSTALL 12" 22.5° MJ BEND PROJECT NO.: 395-103 o IRRIGATION, AND PRIVATE STREET TREE IRRIGATION TYPE: CONSTRUCTION '3 ON RIVER TERRACE BLVD PER DETAILS 520 Et 530, A INSTALL WATER METER BANK 3-1" WATER SERVICE (:I ) SHEET D5.01. WITH 3/4" WATER METERS PER DETAIL 520, SEE 4A INSTALL 16" MJ BUTTERFLY VALVE INSTALL 8" 45° MJ BEND 10 INSTALL 8" 11.25° MJ BEND REVIEWED BY: KCS DETAIL SHEET D5.01. 8 crs oINSTALL 1" WATER SERVICE WITH 1" WATER METER c) A TO SERVE TRACTS HH Et GG IRRIGATION AND PRIVATE A INSTALL WATER METER BANK 4-1" WATER SERVICE 4B INSTALL 18" MJ BUTTERFLY VALVE 8A INSTALL 16" 45° MJ BEND 10A INSTALL 16" 11.25° MJ BEND 502 a STREET TREE IRRIGATION ON RIVER TERRACE BLVD WITH 3/4" WATER METERS PER DETAIL 520, SEE SCALE M PER DETAILS 520 Et 530, SHEET D5.01. DETAIL SHEET D5.01. 50 0 25 50 :2 4C INSTALL 12" MJ BUTTERFLY VALVE 8C INSTALL 12" 45° MJ BEND 10B INSTALL 18" 11.25° MJ BEND ==_�- Z 1 INCH = 50 FEET , , ii4 , V - [ 0 4 :i :. 1 ! \ A \\ I 1 •• ,' � 1 - - - 63 \ 66 82 \ \ 85 93 iI i \ Ili LatIOiiiiiii : ,_:41s �� 1 70 1 X \ I T— i \ _. a Ids` TRACT i 1 1 . rn ; TARE iiiiipp .. , ,. 1 \\ . _...1 ,,,or ENNA ,IJIP gli 64 1 \ 65 94 ^ En = li ---,��y a . ` — ——— — — ... .... �... ,...,-..�+a. ..�++a=�=�.�+a...,i+ 72_ / - - - - - '• V Ph DA. ` ` � '' . . Cn 11�� • I I� I •�� . ' 1+00 2+00•. 0 0 V Il_l� 3+00 4+00 — 5+00 ' 6+00 0 / - 0 % % �' �' ii 16"550 1*�00 M I 6‘42 ��:: M I I 116"550 4 00 ! a S I00 /4 I 16"55016.100 M "---..-„,.,:---=== / '7,1KEY MAP � M I 18"410 M 18"410 I M /1 / %� _7+001 7+00 - 18 410 SH+OO M M I 59+00 60+00 ~ 61+00 62+0 1 63+00 i � ` J J m a .. .. ‘ ,, . .,, , , , , .. ., _._, ,---.6) 010 03r_ 5 5 • ie • O _ 1:r\..jlq:1111) Ay ;. • FIC COMMUNITY e • • P TY DESIG ° • • 12564 SW Main Street Tigard, OR ' I 0 ACI N w o t • • 97223 �`I —T'�— - - - 1 ■ [T] 503-941-9484 1 1 1 1 1 1 1 1 1 1ST SUBMITTAL: 01/04/2022 SW RIVER TERRACE BOULEVARD - PLAN REVISIONS SCALE: 1" = 50' NO. DATE DESCRIPTION :7Z-- 320 320 = ZWzz 2- - 320 a w _ u N N N ^ D — w 4 z z N / V J II 2 �' W Lf? / V 4 2"-- i_ W W '� � \ � � 1, . p. Mil N W Z N N 2 W �_ _ �rfN \ \ \ _ z 310 M ' ~ � � W Zo = ._ w X310 + � _II . _ AS-BUILT a o in m c 2 r �— 3 - z N . Ce N Z J N > w DATE 12/07/2022 _ 11 T3TERIIILw z - CO I- ''' - \ am CO _I . X w a Ce APPROVED KG'S 1 - c o / PP4.00' TYPICAL COVER \ �'• Ln °N° z o ,- w N > / 0.50' MINIMUM SEPARATION ��\\ • M z v a 300 ,-; ,_,/ WITH STORM CROSSINGS \� N. ``' 0I- o: z�� 300 - _ + f� ,r; .: z o N 3 ^ W N z 0 // pp I + + c •X WN • N 3 CO Z N \ 0 0 110- - rn w rel Lr) \ N %O r 46 �, N 1 290 pow.---1---- ,� ^ '" - - 290 IS }, DEFLECT 18" PIPE VERTICAL �'i \ 280 - TO 3.00L7_QICAL I \i — 280 Re.cve)t, iehltaCe,FOR LOT 131 STORM (1 LATERAL CROSSING E; MAINT, ► I I' • - TaylorMorrison. r.,N M 270 270 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 64+50 SOUTH RIVER rn SW RIVER TERRACE BOULEVARD - 18" 410 WTLN - PROFILE Ln W HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' TE R RAC E w °n w w U V 0 320 w 320 PHASE 2 o W oc I - - -I- FINISH GRADE C PREF N N > N > / J TREET ENTERLINE _ _ c7 _ 2 z N J N J /J \ONI Z GENERAL NOTES: �'��GIN4.- ~ 1- M EXISTING GROUND @ g w 310 1. ALL WATERLINE BENDS TO BE INSTALLED WITH • 64450PE 4 310 3 'cr o -......„77.144r STREET CENTERLINE in o _. aZwo „ ri n N _ \ a THRUST BLOCKING PER DETAIL 560, SHEET D5.02 o r'• . o, o ^ -1;)---- r I — \ \ N > w OR MECHANICAL RESTRAINMENT WITH PROJECT � �9 0� Qs Ln "' `' :° ..........7- :� ENGINEER'S APPROVAL. , + 9 rL0 �O o M I+ N u .o + u 3.00' MINIMUM COVER _ a w ti , ti M o Ln ,- w o y,- w - 3.00' TYPICAL COVER \\\ nN N _ C SCHW P�� - , 0.50' MINIMUM SEPARATION \\\ z _ 2 a J 2. WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT 300 w N WITH STORM CROSSINGS �,, 300 DEFLECTION, PER MANUFACTURER RENEWS: JUNE 30, 2024 _a / = u 0 cel w v`ni .� - w n N o _ 0• SPECIFICATIONS. a = u o COI . CO o SW RIVER N /� N Q' V Ce U \ \ \ N N 3 z0. 3 ^ oM0 W _ — Ln a �I H - Z Z \\ + r i NNI in ''•L m • o N. I v ; X W X \\ .O r .O �j L!'f N + N `I Il 290 —��' z Z \\ " w = W ,290 TERRACE __�. J X W O , co J Kozo cobXW BOULEVARD XwO O: ANY Z . o Lu O11 16 IN & 18 IN lit4 Lr) N 280 — ° '° mow - - - N � oW , 280 PLAN Et PROFILE Ln 9 I I I I I PROJECT NO.: 395-103 0 on CLASS 'B' GRANULAR BACKFILL at BEDDING 270I I I I I 270 TYPE: CONSTRUCTION 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 64+503 REVIEWED BY: KCS ch0 rn CD SW RIVER TERRACE BOULEVARD - 16" 550 WTLN - PROFILE SCALE 503 °; HORIZ SCALE: 1" = 50,' VERT SCALE: 1" = 10' 50 0 25 50 o Q Z 1 INCH = 50 FEET PERTH ROAD MATCH SHEET 505 Alk1 e rd ,, \ \\\ II �O ■ ■ 7, . 1 / / / TRACTX _ � �/ e : '// / / / \ , �111�1�1 1111111 FP 0CO i �,I' \ / TRACT W � �1 III 1 - I�m \ lis16 550/,9/,JJ �� ' � 13+QD ° 1= iJ"!,;Ji`iJJ `�JJ JJJJ • �• RA,: 18 •• eIt 116 iiiipP .• 44- �.1� J J e '� •e • e /CZ'' %C/ j.• • , „. • • if -.7. J ,C• • • • •e J—IJ�,1J /JJ JJ J 00 •10- O +II •° O .'V 1 •_-_\\ 1 • :'.,4 _ - J JJ 1 . JJ1111 JJ -- JJj1��J J':,-J,1 JJSJ —� 18 410•►y• ' .. ��l�50 ; t ' / > e• _ • ,X�O ®xoo��" J`/JJJJJJjJJ .. ��V 71 \ . . \ J _ — . �'`''-y L —— � N 'so , +o. KEY MAP (?.. / 118 /l�#° 7 o • - . • //// • ./ / . 7:00 ' ��7• ' 't ---\ . ��i� °. . . • / // 117 / �r Xpit, 1:74111i11:1 / / / . /41 / ., . . ' 's PACIFIC COMMUNn ° DESIGN 119 \ 12564 SW Main Street Tigard, OR , \\ \ 97223 [T] 503-941-9484 • SW RIVER TERRACE BOULEVARD - PLAN 120 : °.;0\ 1ST SUBMITTAL: 01/04/2022 SCALE: 1" = 50' ° \\ REVISIONS NO. DATE DESCRIPTION 310 310 — — ll .__ __ _ EXISTING GROUND @ STREET CENTERLINEi AS-BUILT 300 • • • 3.00' MINIMUM COVER � 300 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS DATE 12/07/2022 : i. APPROVED FINISH GRADE @ Illii K8 290 - STREET CENTERLINE �� 290 1 280 - _,...0 -1-1. 280 !�:— iI�, ��I 270 - - - - - - - - - - - — — — -r - - 270 R:avt, ievtace. 0_ N 260 — CLASS 'B' GRANULAR BACKFILL Et BEDDING I TaylorF\/lorrison. 26O rn 64+50 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 0 SW RIVER TERRACE BOULEVARD - 12" PROFILE SOUTH RIVER HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' o ill 310 , 310 TERRACE w EXISTING GROUND @ I S-REET CENTERLINE / 3 3OO I 3.00' MINIMUM COVER _ 300 PHASE 2 3.00' TYPICAL COVER FOR 8" o w 4.00' TYPICAL COVER FOR 18" o_ I �I w 0.50' MINIMUM SEPARATION ��.. p = N W W WITH STORM CROSSINGS �� NE. 1 o_ z > I- FINISH GRADE C •�?,� it \ G 1 N4. M S. 29O N - Z STREET CENTERLINE ��I I — I 290 64450 E M J .o x W -DEFLECT 18" PIPE VERTICAL / GENERAL NOTES:JO �; TO 3.00'TYPICALLi"�,•� ITH M Z FOR CAT H BASIN LEAD ROSSIN I 1 THRUSTALL TBOCKING PERLINE DER DOETAIL 5OBE A SHEDET/D5.02 ,9 O QZ:-6.2(tv;74-cri-----EGON .o x n + � , w W w OR MECHANICAL RESTRAINMENT WITH PROJECT �L�, `'\, O 7) x w AND CULVERT CROSSING - G/ 9 ZG �O °; N z o N MAINTAIN 3.00' COVER I� �'' ENGINEER'S APPROVAL. • SCHW A' 280 . °° -- _ g� .� \ i / 280 RENEWS: JUNE 30, 2024 I,, 2. WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT Q ��- _ �- iii__ N w N w z w H _ DEFLECTION, PER MANUFACTURER N E'-�: -per'-_' �� - _ > _ > = > a w _ �• \\ - �■� a E i a _ & z > SPECIFICATIONS. SW RIVER O_ _ _ — Z J Z J J J _ J Z I 76 — — _ — — — — — — J N J i+7 x IL J 270 W ` - - - - - - fl !• Z M 3 Z,�, Z •o Lij - 270 TERRACE _ - col& , Zo. u ill BOULEVARD ia W M W pp zQ _ V W U O., O m M N X > sr m Ln�n a` 'r' N— �n rn z N .o IP I n N+ + u �* o 00 '� II L+ `1 n ~ ce l> w N W ON W r I� r O W ,17... x- W N , wI N > w i N � N � Nw 12Et18IN N 260 a � z = � 1- I I I = > _ > _ > - 260 w I PLAN Et PROFILE pp M N > N W . J . J n J in x Z p = -- _ z Z J x 0 J a J J O J b.. Z •p ,r, r ? M N IZ ° m Z J Z O Ir Z M Z O� I O o � � M � omM t °O J � inos"-LI oo zN 1-`1 °\. PROJECTNO.: 395-103 N W r N ' CD m •O W co m W as m N CIII) c 250 N Z N M• ,- `" � w m y In a; �n °N° ,r; cc; �, I` °N° 250 TYPE: CONSTRUCTION 3 N - •00 II + I N W O, M m M N ON m l.+ N II + N II M N II a, � � ow a"o �`I — Ln• � �nN no , N N � ,- w No, xw en � w REVIEWED BY: KCS L In N oo + f. II O + N II O• go .- W s_ so ,_ W M O 240 CLASS 'B' GRANULAR BACKFILL Et BEDDING ..-1as 240 SCALE M 64+50 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 504 50 0 25 50 °- SW RIVER TERRACE BOULEVARD - 18" PROFILE m 1 INCH50 FEET = HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' gibi e � il 41111111 ,1111111 D .-- ... , • p u1111 1 11111LsL .. EIi. 11! 'Al1111 311111■■ = 1 11► . 1 1 - 7 . — ,iI,iI r1 ". P 1 no wi 94 ''. 88 KEY MAP I RIVER T • E ''' TERRACE E 93 . .0:79,,MATCHI 89 am ■ SHEET 503 92 U: I ill �� 90 PACIFIC COMMUNE DESIGN III o • �� 91 12564 SW Main Street Tigard, OR ��iC� TRACT Q ,I: I i�� - e:-..-% 97223 I�,_ �., [T] 503-941-9484 x.17' TRACTS TRACTR ��i�\ --____9::::J.:77---7--. — ' � — // \ It. — . O �'�� r ) 9 . ( 1% 1ST SUBMITTAL: 01/04/2022 III �,• % , , 22+00 .1 �� • • • � — X 00— —�� _ 23+00 REVISIONS 1 a o •. . •• �� k1Z`+`� W'10- w W "00 ® \\ NO. DATE DESCRIPTION _ �� _ i+s0 X ♦ice g ——— — • _ �, �gXQQ• a \\ Vtto- LLL.V \N - • — _ C o ` 'it `�I /j�� a 100 101 102 \� �p.— �� ./, :� lit, ,f, �/ 99 103 ` Yom° ANO ��y��``-`yy-,�� / .A 104 �.N AS-BUILT .— '"o ` 96 _ • —— — — „� 105 :. DATE 12/07/2022 a • \ 95 �' KC8 II u, Ilo ik. � �\ G — TRACT U _ • 'c��Ck 5 / �'• Fk\\1 SN OP SW PERTH ROAD - PLAN SCALE: 1" = 50' ti 330 330 R:(Veit, TeAACACe cr; TaylorMorrison. N 320 320 o = ww I I I I � ceZ • SOUTH RIVER Lr, Z a, ..0 _, O J OsL_ x w IL 310 3 � Z � 310 TERRACE w n -0 1 oN • INISH GRADE C� w Ln' 0. x > N S REET CENTERLINE I: 1- zo 3.00' MINIMUM COVER ii �* N ` rn w_ o = 3.00' TYPICAL COVER FOR — � PHASE 2 300 RI w o 0.50' MINIMUM SEPARATION _ - 300 - a Z WITH STORM CROSSINGS i — — I N Nce �_ I!!� - - - - PROFF t•„:1•)* 5 L z - �� EXISTING GROUND @ 3 < G I N .- . .ole STREET CENTERLINE 64450PE M 290 , - 290 - W. (NI i O� N Z bII � i Mo + rn .00w � v9OREGON oo^ OQZ . 4 9, .�� _ E GENERAL NOTES: - SCHwP 280 I =- N a 280 1. ALL WATERLINE BENDS TO BE INSTALLED WITH RENEWS: JUNE 30, 2024 �� o_ THRUST BLOCKING PER DETAIL 560, SHEET D5.02 a — — v "v OR MECHANICAL RESTRAINMENT WITH PROJECT N D- I— — JI, J ' a ENGINEER'S APPROVAL. SW PERTH 7. o 57. 2 _ � Z .o _ � Z rn M m ,�,' m 2. WATER PIPE SHALL NOT EXCEED MAXIMUM JOINT ROAD E 270 z ••M N N N ~ 270 DEFLECTION, PER MANUFACTURER Z H + c i II + M II SPECIFICATIONS. v) N w N - w N - w o = a Y a t 1 IN LA 260 M m o _ 260 PLAN PROFILE co • .O Lc) N Q ,- ON� w Ln PROJECT NO.: 395-103 cn 3250 CLASS 'B' GRANULAR BACKFILL Et BEDDING ..--I250 IC) TYPE: CONSTRUCTION 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 REVIEWED BY: KCS as0 0 505 M SW PERTH ROAD - PROFILE 50 SCALE as25 50 2HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' m m m�� Z 1 INCH = 50 FEET I H 2.0' OUTSIDE OF WITHIN �� m SIDEWALK ADJACENT TO CURB PAVEMENT PAVEMENT - 7'-0" 8'-0" PUE ` -®-)-4' 3 5'-6" i 1 : C BRE1/71ANGE 18';;..t:ST IRON 910 SIDEWALK "'• ��! ,�I� J 18 3'' SIDEWALK VALBOX TOP • o �� MIN F 6 . 18" CAST IRON 910 BOX .S �I II I- .'NV`. ---i_. \ \/� /\ - .. e.. '_..tt;,7 �l•��s VV \ \y‘ / /\% %iv v . v �� .� a .• ��-. i -'- �'.' ,,,_.�,PROVIDE 24" BY .f 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, WATER METER �\//\�j/��/ ��j\:;:'•.;• =c. '%• '% '% '-% -%�'' � '?•�•_•�•:� 4" THICK CONCRETE �t j//// W/12"x20" COVER W/TOUCH 1 1/2' \:5/4" DRAIN ROCK\\\�\ /\y n•e'n\\� \�/\n,\/>• PAD (SEE NOTE 4) PLAN !."� j \� READ HOLE OR EQUAL .=•. � / / •��i TAR PAPER (MOISTU =';0" zl?/l/ HAND TAMP BACKFILL SIDEWALK ADJACENT TO CURB METER BOX 9i +9. 6" DUCTILE IRON PIPE 0 AROUND TOP SECTION 6" MIN. • A•%.• %.••. 4 �, '�� RESTRAIN ALL JOINTS W/ ' W 12" MAX. DOUBLE CHECK , \•0 , ! i "FIELD LOK" OR EQUAL GASKETS 1" UNION EACH SIDE � �t•� '�II I�� /\ VALVE ASSEMBLY > SIV, 11�Ic.� �� . ,��. \ 5'-6" �� 5'-0" 8 -0' PUE IV, 111-..... • /\\--...4,,,,,,, 1`r 6" ASTM 3034 PVC y _ i \ /I `� / '" 0111 '<' ' /, ,, j��/ 6" MEGALUG RETAINER \ \'�/\\ \j�� _ �, r-6" / / .\\/\\/\\/\\/ n \ \ \ \ t \. n v� r A ra n a a r / /� /\�/////// � GLAND (EBAA IRON) __ ^�✓,y,�,..: .. ... .. :. •, v... �� O-c<%:4/ I \\\. 24, `�`� \\/\\\/ / CONCRETE PIER OPERATING NUT EXTENSION ., b Ii �b�'��'��'�'"'"''' "� '�'�,`' 6" GATE VALVE /\j 12564 SW Main Street Tigard, OR ``I ' I. / \\% \�/•` I BLOCK FLG. x M.J. M.J. x 6" FLG. TEE-7? 97223 • �� . . il'- - i-�`_' �� -11117., 11 2.0' I-� [T] 503-941-9484 (SEE DETAIL N0. 505) t;� • _-_ ::, „ �L�U:iI .•,,,.�� , i 30" MIN SERVICE LINE DEPTH I . C•` � .-... SIDEWALK WITH PLANTER WATER METER12 •:' --- STRIP AT CURB 0 JJ 12"x20" ROTOCAST METER BOX, '!.� �i��,:',_ / ,�� /��`•.�• • � i W/12"X20" COVER W/TOUCHTO '� !��;�;� � ��,��'�� SIDEWALK 1ST SUBMITTAL: 01/04/2022 -H L�- READ HOLE OR EQUAL NOT TO EXCEED _ F" MAX. BREAK FLANGE �- - ..=.:.� i\y> _ REVISIONS ? „ CRUSHED ROCK BASE 24" DEPTH '/ �/ \ ://67....... . k. SIDEWALK WITH PLANTER STRIP AT CURB � \\ _ _ _ NOTES: \/ \\ � I \\\/ \// \\ oo o �i�'�i�'�i��i��, .4.17.......7... '� �i� �i ELEVATION /�\ // \I %'�'''�''�''•''• " ' NO. DATE DESCRIPTION -- _ 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-f4APP'D EQUAL) 6" MJ, 5 1/4" NOTES: CUSTOMER SIDE MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: \\/\\j/j\\/\\j\\j \/\\\ 1. SURVEYOR TO INSTALL TEMPORARY HUB BOX SPECIFICATIONS A. OIL RESERVOIR // AND GUARD STAKE AT LOT LINE FOR B. BRONZE ACTUATION NUT NOTES: \�\\�\\�\��\\�\\�\\ METER INSTALLATION. %/%�� %//% DEVICE SIZE BOX TYPE \\//,// \/ 2. BOXES SET IN CONCRETE SHALL BE / C. BRONZE SEAT RING 1) VALVE BOX NOT TO REST 8-10 lir SEE PLUMBING CODE 3/4" - 1" BROOKS #1419 SERIES OR EQUAL D. WEATHER SHIELD CAP NEXT SIZE LARGER. FOR DEPTH OF 1 1 2" - 2" CARSON 1730D P15L OR EQUAL E. SAFETY SLEEVE COUPLING ON OPERATING ASSEMBLY. ■.3. CENTER OF METER BOX TO BE OFFSET /2) OPERATOR EXTENSION 1' FROM PROPERTY LINE. 1_ I" O COVER F. THREADED NOZZLES WITH "0" RINGS REQUIRED WHEN VALVE NUT �� 4. BANKED METERS WITH SHARED SERVICE •A=• ••.+=••••• .. G. NATIONAL STANDARD THREADS IS DEEPER THAN 3 FEET ® 24" LINE TRENCH SHALL HAVE 18" MINIMUM 'I'" INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. SAFETY CHAINS TO BE REMOVED. FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN °' 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 3) CENTER VALVE BOX ON �� 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. BY DISTRICT FIRE MARSHALL. AS-BUILT SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AXIS OF OPER. NUT. 17"X36"X12" ROTOCAST. IF TWO METERS MUELLER B24258 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. DATE 12/07/2022 4) PROVIDE 24" SQUARE BY 4" THICK ARE BANKED IN SIDEWALK AREA THEN 5/8"7Q"3012"X 1" OR EQUAL COCKS IF BELOW GROUND INSTALLATION. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. DISTANCE BETWEEN ANGLE STOPS WILL 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED KCS CONCRETE PAD AROUND VALVE 24" BE 24" 1" TYPE "K" SOFT COPPER TUBING 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BY ENGINEER. BOX OUTSIDE OF PAVED AREAS - SEAMLESS AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD FOR INSTALLATION. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) ON THE 4 1/2" PORT. C11'Y OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: APPROVED BY: CITY OP TIGARD NO SCALE CITY OP TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. p OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. 3/4 & 1 DWG. NO. ENGINEERING DIVISION DOUBLE CHECK DWG. NO. ENGINEERING DIVISION FIRE HYDRANT DWG. NO. M ENGINEERINGL BLV . CITY ENGINEER BY TYPICAL GATE DWG. NO. ENGINEERING DIVISION CITY ENGINEER , CITY ENGINEER Er CITY ENgNEERPUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTPUBLIC WORKS DEPARTMENT a-.+ 13125 S.W.HALL BLVD. MI 13125 S.W.HALL BLVD. /� 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. �1 TIGARD,OREGON 97223 JANUARY 2011 VALVE 503 TIGARD,OREGON 97223 JANUARY 2011 WATER SERVICE 520 TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 530 TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 542 Cl) L i 'I VOICE:(503)639-4171 VOICE:(503)639-4171 VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 J0 FAX: (503)684-7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE 1:- ZS O a 18" CAST IRON 910 BOXEST 3'-0„ 6,-0„ Nim IN 1 rn �� FINISHED GRADEIV 7' VL*ye,t, TWVICA.Ce, s 4" MAX. w L-4� L-.,,,, ,. .. o. 6" PLUG MJ _ vii%ri, . 'a� � 2" BRASS PLUG 6" 90° BEND MJ �� TaylorMorrison. o TYP GATE VALVE HAND TIGHT STANDARD VALVE BOX (SEE DETAIL N0. 503) 2" ADAPTER COPPER SEE DETAIL N0. 503 111 w ' �•. � SWEAT TO FIPT 2" COPPER TUBINGCONCRETE PADAril 1'-6" MIN. N _ �- SOUTH RIVER / ' ' (TYPICAL) 12" Dn '' � " IIIA : `. \ %\%\\�/\\\��1500404 r\\ \\ �� - .;t• - 10' .•.<,/ �`:�t ,�rgta yrs•'. 2 ELL COPPER \ \ ° \ \\ \ � �• �" �. �' �. x 6" TEE MJ x FL � Y Y Y r.Y.._:•r:•�: = =• � . .�. ,0. .�.,/i`I SLIP �//� \/�\/ I®I I I I I®I TERRACE o_ */, �•��•`�•��•��;��.- �.��.�. ---*4-47.-,'. �.; .-iv,v�.��. ROTATED DOWN 45° N /� I�`�Ij`�I��I�`�/�`�I�`�I�I ,`�,``,�.``,`�i�`�i•��I I•ILII • \ LENGTH VARIES - 0_ Y I. .,_ ✓**/ 2" ADAPTER COPPER Ln w (� TYPICAL: SWEAT TO MIPT DIA. PHASE 2 CONCRETE PIER BLOCK ; : m o (� z_ MECHANICAL FIELD RESTRAINT / \ ui o w REQUIRED 2" TAPPED ► LENGTH \ o ~�� 7r w TYTON JOINT PLUG OR VARIES ` Q CO w MEL M.J. CAP WITH MEGALUG :.:: , PR� Immmml w (� F- o o RETAINER GLAND / THRUST BLOCK I N Z o w .� w THREADED BRASS PIPING \. j �:,Il- -- ' PLACEMENT OF FIRE ® ` FL.OT a o (,) z " MAY BE USED IN PLACE OF \ j �� ..,i:.:../\//\. HYDRANTS OVERRIDE FF 3 IX w COPPER TUBING .7'./ _111111111M. 1 '1111 PLACEMENT OF VALVES. 6 4450P o a� � J D- w /.:.. \ w z PERMANENT /\ i \\/\ FIRE HYDRANTS MUST Lu ~ z \ \ II X111- / IIII j \ ` W N a w � �-1-I ■I-1 / BE PLACED AT TANGENT o w \ w \\ \\ \ \ \ \ OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. v OREGON ^ Z o Y � m STREET PLUG OR '� � \ \ - /\ PLACE VALVES AT THE TANGENT G/9�Y 9 '29 �' ' o o} PHASE BREAK EDGE OF PAVEMENT \\/�\ \\//j\/j\//j\// \ \\/// \\//j//\ MAX. 500' � OF THE OF FACECOFBCURB AND/OR 10' y� S�HW P�� N Ir mrnc's ,` m MJ GATE VALVE BETWEEN VALVES FROM CENTER LINE OF ROAD w co \ \. w rx AND VALVE BOX RENEWS: JUNE 30, 2024 J `o `''• w o COMPLETE MEGALUG RETAINER 6" 90° BEND MJ - 0 •\ L_ 6" 45° BEND FLG N Q o w o REQUIRED GLANDS (TYP.) Nz _ ,i\/\ v \/xi //•/ '/�i' '/' //', •Y \/ 6" GATE VALVE MJ x FLG NOTES: , ll VI �: \•, ,., / CONC. PIER BLOCK 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA aWATER ww z or imi // N o g z w zo .''V \\ \ ,�\ \,\\."' /\\/\\ \:(S; . 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION D ETA LS E Q w0_1= o UNDISTURBED EARTH 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER w o z AND 18" CAST IRON 910 COVER aQ 0 MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET o :h z u im■v. • ;.. o RESTRAINT REQUIRED z o 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS a !Id o fx x N 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. w z z 0 BE DETERMINE t 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. I„ m v o IN THE FIELD N TEMPORARY 2 an APPROVED BY: NO SCALE APPROVED BY: NO SCALE APPROVED BY: NO SCALE APPROVED BY: a CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD NO SCALE Ln OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. » OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE 9 41 ENGINEERING DIVISION VERTICAL BEND III 2 STANDARD DWG. NO. illENGINEERING DIVISION DWG. NO. IIIENGINEERING DIVISION DWG. NO. PROJECT NO.: 395-103 N CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER CITY ENGINEER CITY ENGINEER PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. BLOWOFF 13125 S.W.HALL BLVD. AND HYDRANT LOCATION TYPE: CONSTRUCTION TIGARD,OREGON 97223 JANUARY 2011 RESTRAINT 563 TIGARD,OREGON 97223 JANUARY 2011 BLOWOFF 5 7 0 TIGARD,OREGON 97223 JANUARY 2011 571 1 TIGARD,OREGON 97223 JANUARY 2011 5 7 5 TIGARD VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 VOICE:(503)639-4171 CCO FAX: (503)684-7297 APPROVAL DATE APPROVAL DATE REV I EWE D BY: KCS FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 S0\ M 0 Lf O\ M n 2 Q Z D5 . O1 �' Y II - -111 .,.... .-IIII Ii' _ 12" BEHIND SIDEWALK a< j m No ill III .;III IITL. ,.._ OR BEHIND CURB Z �Z J z � �Z ow ^ I�� ' ' Ill '�.I iv WHEN NO SIDEWALK as L� g \/v1 wM o= N II' =111= I -�n _ '' 'IF wzi-F m .„\ •j c? w=W a . =111e�� lir = 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX ooz.z •b /\�JF 00 ��'Z o Mtil METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE o_ ZS-W °' /"/\ °w Jew _ , V)MCI) •/ (nJ (OC ��li N PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP cK l \/\ w ` 1� �� .i��<„iii am: ��l / /\ a -_=1111 MERI JIL 12" MIN 60" MAXJa \\ ti w � � 1_ , 2" f %. - Nim •ic .• a ELIE r Lci Y iILITL��I-1Tl FLG X COMPRESSION ANGLE v _ _s;lY„� c>� ..w "=111-IIIIII-til STOP (FITS 1 1/2 " APPLICATIONS) ■■■ o� X12" MIN. -..-- A ,� 24" MIN. f +r ^�., m ' LATERAL PLUGGED CROSS TEE A \ GHJ 0. :�11 D _ <ip �(A U In /- MJ X TAPPED > y ?. 0Q0 m - 2" TEE o :��. \ °< w-a �a CONCRETE THRUST BLOCK SCHEDULE z VI m w Do 1-..---7 2" TYPE "K" J a to` Q - _, �. �o z > a z < �' . :- r rn3a z (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) COPPER PIPE Z <J ° au' .0''.1;..1,,,,.i...,.1 II Q o '- FITTING 90°BEND, TEE, OR 45° 22 1/2° 11 1/4° ,.,...... II inahpz a o LL SIZE (INCHES) PLUGGED CROSS BEND BEND BEND • .ACIFIC COMMUNITY DESIGN P 1 z , O In O `„ :� o z \//\\j\\j 0 Z o a J 4 01.9 01.3 -- _- 12564 SW Main Street Tigard, OR of I- \j/\\\�\\' I _1 o g w a 6 04.0 02.1 01.3 97223 MAIN LINE J 0 W z \/�/�: Q Et Q Cr Q COPPER BENDS J z g //\\j/\\j z o I- lA O 8 07.1 03.9 02.0 01.3 [T] 503-941-9484 AS NEEDED N M o W o \\\�\\A� - = o ~ Z J I- w In z J o 0 \\//\\/\� o o J w J > 0 12 16.0 08.8 04.5 02.3 2" MIPT X COMPRESSION CORP o o g \/\�< a Q a o a w vi 16 28.4 15.5 08.0 04.0 I z > w o Li o w O 1ST SUBMITTAL: 01/04/2022 if oz \/ j Z ZoY0 moot 24 64.0 34.9 18.1 09.1 0_- \//. a - -z I- z U i _1 In c I-Z w_1 0 � REVISIONS a a \\j J w J J z U w w=w o w ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN N z \\ o N o o Nm� ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO NO. DATE DESCRIPTION 03 0 \ I-o mo wam COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING F �,�o m m z Q�Q J Q�� w w STESSES, USE THE FOLLOWING EQUATION W W W- =N w c.O m NOTES: 12" ABOVE �IISH �' oaf a Q o a o _i>W_ i2E BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90° ANGLES TO - GRADE OR MAXn FLOOD -- Z N 3 I- >DD w&g_ i_o NOTES" METER LOCATIONS. HORIZONTAL & LEVEL. LEVEL= w�� o 00 << >a o} z N�0 w w X a Z J >- 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN za°0 000oD ('waM LID _ 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 SERVICE TAP INSTALLATIONS ��? CO <>_,..,_i o,�0 O IX 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO ow w wazz00- oo 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. > >ao< o_ N~ ~ 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS o U) U cn w a o cn o oc a w W O N O ww °'I THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. AS-BUILT NEED TO BE AT A MINIMUM OF 30" APART. 0 D- D-Z g Uo Jj z 6. IF NOT SHOWNONPLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, Lei oa_ 0_,..., ,w. 0m,_ __ Z :� 0 w 0 cn ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING ct a o `''J In --o cn i- z o- STRESSES) STATED IN THE SPECIAL PROVISIONS. DATE 12/07/2022 U°'of�J a(n z U 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER 0 o J U M m J J w wr.1 APPRO� KCs Y w< o w a¢< a a BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF (A THRUST BLOCKS ARE IN SQUARE FEET. La 0 � CVM4iO (6 r. 00 0) O- Z CITY OF TIGARD APPROVED BY: NO SCALE APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. n OREGON THEODORE S. KYLE, P.E. REDUCED PRESSURE DETECTOR ; F:r A 1/2 1 oRFGON THEODORE S. KYLE, P.E. STANDARD THRUSTENGINEERING DIVISION CITY ENNEER L 1 DWC'• NO• ENGINEERING DIVISION DWG. NO. ENGINEERINGDIVISION DV�/G, NO,PUBLIC WORKS DEPARTMENT CITY ENGINEER CITY ENGINEER 13125 S.W.HALL BLVD. I PUBLIC WORKS DEPARTMENT . PUBLIC WORKS DEPARTMENT TIGARD,OREGON 97223 JANUARY 2011 WATER SERVICE 521 BACKFLOW ASSEMBLY 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 201 1 550 TIGARD,OREGON 97223 JANUARY 2011 BLOCK 560 ___ +�-+ TIGARD VOICE:(503)639-4171 r��p� ^-GIT _ FAX: (503)684-7297 APPROVAL DATE TIGARD VOICE:(503)639-4171 - 2-�/2■ - ii• (BELOW GROUND) TIGARD VOICE:(503)639-4171 - FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE L £C L C,1 /,...- O L.C; SAMPLING STATION rn THE KUPFERLE FOUNDRY CO. ECLIPSE NO. 88 1 " TANK VENT (�; c (TO BE SUPPLIED AND INSTALLED BY CONTRACTOR MSA VENT CAP 2" TANK VENT QcvexievtaceWITH 1/4" BALL VALVE IN PLACE OF 1/4" BROOKS # 37 METER BOX OPTIONAL VENT PIPING v PET COCK ON VENT. (2) BOTTOMS REQUIRED r� LL 6" MAX - 2" UNION I.I 3 1/2" 1*-0BRASS STANDPIPE2" PIPE 0 1" STREET ELL 2" STREET ELL TaylorMorrison. o BURY LID 910-C STYLE 1 " AIR VALVE 1" UNION 1218" MAX MIN CARSON BOX WITH EXTENSION H (COMBINATION AIR & VACUUM) PART 1730D-P15L -me- -■■■■- w 2" AIR & VACUUM 6 1 N CARSON BOX EXT. VALVE (2" CARV) MAX. 1,iJ : °< \•\ //>/\/\/\/\/ / / / \ • <. i\/\%\y \ PART 1730-1 L 12" M I N SOUTH RIVER �3 I 1 \//\\ \\ \\ \\ \\ \\ \\ \j\ L 13 \ /�\//�\j/ 18 MAX. 0 18" 910 VALVE BOX TOP (C.I.) //�/%/%/%/%/%/% / N r �• / \�/ / /��/\ \ -_\■il / CONCRETE SLAB \\/\\/�\///\\/ / // • a \\�%%/% \ (-��-,,,�'�-�j/� /��/\/ TERRACE N (SEE BELOW) / .■. 6" ASTM 3034 PVC PIPE • \ \/i' \/�� I I',' •:; I�� . _ 1" x 3" BRASS NIPPLE 1" 90° ELL /////////// ///\ Ire /\� \/ /�`� 3/4" BALL CURB VALVE W/ 2" \TYPE K\\\\\ \ I I � �\ /\ ) PHASE 2 COMPRESSION ENDS J COPPER PIPE L w MUELLER B-25209-3 - a 2" 90° ELL 1" BRASS 90' ELL 2" 90° ELL BR. 2" TEE BR. PROF LI) I 3/4" AWWA x COMPRESSION I- ._:_ 1 " x 6" BRASS NIPPLE �� I F / liii:��g: o>t CORPORATION STOP 1 " COPPER TUBING KMUELLER H-15008 MJ X TAPPEDi_!J !1I • S2" PLUG BR. 64450PE 1 " BRASS COUPLING ,ILI■ IIII1\_ o �, 2„ TEE OR ;�� I� � z -d _,v o �C i !�� 1 " CURB STOP APPOVED MALLABLE �� 2"NIPPLE BR. OREGON ■� -(I 6" LONG 0 3/4" K-SOFT / 5. SADDLE 9 ,I, COPPER (DOMESTIC)410/ OFF CORP 90° ELL '�= CONCRETE PAD / ti9 20 �a; 3/4 COMPRESSION x MIPT MAIN „ 2" COUPLING BR. yC• SCHWPO - 90° ELBOWCD\- 1" 1 " CORPORATION STOP 18 x 12" x 2" CONCRETE PAD MUELLER H-15531 2" CORPORATION STOP RENEWS: JUNE 30, 2024 MUELLER MODEL 110 N • #H-15023 MIPT x CTS = SAMPLING STATION OR APPOVED WATER NOTES: 2 ADAPTOR MIPT x CTS EQUAL CONCRETE SLABMUELLER MODEL 110 DETAILS 1 . FOR 12" AND SMALLER WATER MAINS 6" (n MIN 2. VENT PIPING TO BE GALV. MIPTOxR MIPT STOP NOTES: Y 03. SLOPE COPPER TUBING FROM 111%1111440: MAIN UP TO AIR VALVE 1% MIN. 1. VENT PIPING TO BE GALV. _MMIN S\Q��p�. 4. LOCATE AS NEEDED OR REQUIRED 2. SLOPE COPPER TUBE FROM MAIN UP TO AIR VALVE 1% MIN. 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. 3. CONTACT WATER DEPARTMENT FOR ACCEPPTABLE DEVICES. a 6. PROVIDED & INSTALLED BY CONTRACTOR. 4. PROVIDED & INSTALLED BY CONTRACTOR. o ` PROJECT NO.: 395-103 On' TYPE: CONSTRUCTION 3 APPROVED BY: APPROVED BY: APPROVED BY: REVIEWED BY: KCS L CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE ON OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. COMBINATION III DIVISION DWG. NO. �� ENGINEERING DIVISION 1 COMBINATION DWG. NO. mi ENGINEERING DIVISION 2" DWG. NO. CITY ENGINEERCITY ENGINEERCITY ENGINEER rn O .. PUBLIC WORKS DEPARTMENT SAMPLING STATION A. I., PUBLIC WORKS DEPARTMENT •, PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. /� _ 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY 2011 5 7 2 - TIGARD,OREGON 97223 JANUARY 2011 AIR & VACUUM VALVE 590 TIGARD,OREGON 97223 JULY 2009 AIR & VACUUM VALVE 591 TIGARD VOICE:(503)639-4171 5 :TIGARD VOICE:(503)639-4171 - �a VOICE:(503)639-4171 M FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE i O i a- Z D5 . 02 \\ \ m ( 51 / \ TYPE R1-1 ll )\ . cc - i 112 STOP I I SW Everton St SW Rubicon Ln w ' r r \ / PUBLIC PUBLIC 2 II HI INTENSITY 2 SIDED 2 SIDED 4 \ 52 SIGN O SIGN © SIGN \ i \� Ji III \ • il 53 II ( SW 165TH Ave ( SW Chetco Ct \. SW Noosa Ct — — SW DARLFNG-L — — I_ II PUBLIC PUBLIC PUBLIC ,1��mE' ' ` !� 54 2 SIDED 6 2 SIDED 02 SIDED 8 �� ■u I, SIGN SIGN SIGN ‘ ii ii ir 48 ,g 55 r �� \ SW Perth Rd ( SW 168TH Ave I ) tJAI! c PUBLIC PUBLIC 2 SIDED � 2 SIDED H 56 SIGN SIGN 4164 fL 63 62 61 60 59 58 57 - \ ii rr r River Terrace FLIP° PACIFIC COMMUNITY DESIGN ©-® Ak 6 2 SW River Terrace Blvd r., SW Perth Rd r, SW River Terrace Blvd 12564 SW Main Street Tigard, OR ('SW River Terrace Blvd ,Ii �� ki..1..-,- TYPE D1-1D TYPE D1-1D PUBLIC 97223 Nil,' �/� PUBLICiiiii...w. .. 4 iii% . iii%iiiiiiiiiiii%i rilliiiiiiiriiiii■ j , 1 SIDED ® 1 SIDED 14 2 SIDED 4E1 [T] 503-941-9484 = SIGN SIGN• SIGN 2 SIDED SIGN(-1s) ____.0 L0 O SW EVERTON STREET R ` �4ls....f. l iiir l ri l viiriiiii %iiiviivi. ie�� i• llts."6.11° 1ST SUBMITTAL: 01/04/2022 �. I �/ ---� �, (7 NO SPEED SPEED— ooj: PARKING©® > 7 68 69 70 River Terrace ANY 25 20 NO. DATE DESCRIPTION M 65 66 6 I m w SW Perth Rd I) Z �� PUBLIC • TYPE R7-1 TYPE R2-1 •.. TYPE W13-1P O --�il� w > • '% a • _22 SIDED 12" X 18" 24" X 30" 24" X 30" I 18 �9A> 198 I i I ,o SIGN SIGN SIGN SIGN w N 1 83Q 82 81 80 79 78 -No® © AS-BUILT II J/ � iiii i%...v........r... .,%..... t%iiia ,%ii17— —ofvii . •,,aE I • • i r .:s rill ii,a,.iif;.vii,:.ii, viii, _- •, DATE 12/07/2022 I ,, 11 I I L 0— — 0 SW RUBICON LANE11.1011 T KCS rr qF.iiiiiviii.ii.iiiiia.iirii.iii•r .iiiriiiiiiii.iiir, .viii%iiii�ae� /' LIQ I r w� MN o� � TYPE W16-7"Yr ` I , ' w I:: L 24" X 12..I I O® TYPE R4 7 "W" ® TYPE W11 2 "Y1" TYPE W2 6 "Y1"1184 85 86 87 88 89 " 90 24" X 30" 20 SIGN 30" X 30" 30" X 30" 1 1 W 4 /s,© SIGN SIGN ® SIGN 410 1 / ® 41310 1st' ariW4 IVI 1 - 11111 r' TRACT Q 1 1 ��'�. _'________ __= YIELD I 94 93 92. 91 0 ) ) ) ) 1/4. / Re.cve)t, 1 — — _ _7 11 ,•�• 103 104 105 102 1 1 ,� • TRACT R ,,11* `t • • ., 101 TYPE W16 7R"Y1" TaylorMorrison. 1 I i . • •URI . - k 24" X 12" N I I 0,�. 100 /,, TYPE R1-2 TYPE R6-4 26 N I , '• TRACTS �� \` �� , 30" X 30" 30" X 24" SIGN 99 TRACT U l CTS I ,. �,\ V -•..•• "' SIGN24) SIGN SOUTH RIVER 411 1 ,,, Y I • i 98 ' ' ' ' V' I / ,� �ji . •t :+: . /�, 97A TERRACE I it \ ' ' 107 PERDETAIONSHEETSS3IL , r96' Ii on � 108 / I i /"/ .. , 410 95 /109 PHASE 2 d o I `\\ /�// �- ``` TRAC`� SEE SS2-SSz_tr FOR Q�� PROF \\ j —�� ', f SIGNAGE f cX11. .Q DETAILS �c)�V�G I N Fit/ � ,� � � � , /, FOR ROUNDABOUT � 6445OPE� "' \�. �� Sw '�; / �\\,,\� STREET SIGN LETTERING Kt w oM 1 (� 1 \•\ '�• ; FRRq _ �� i��\ NAME LETTERING: 4" UPPERCASE OREG�^ s , • CE PREFIXES: 3" UPPERCASE , 9 Z ,' m SUFFIXES: 3" UPPERCASE 4/ 3. '\, M O ` ,� — „,aris� TRACT X NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. SC HW P .E ” �� \ / \ Agt RENEWS: JUNE 30, 2024 ,_ _.,„ " Q ,� 0"/\ A 0,133 . s STRIPING NOTES: STREET SIGN NOTES: N '1), , SIGNAGE AND rirgimiiiiiirm. �1 'A�198 : ' 0 SEE SHEET SS4 FOR DETAILS _26� SEE SHEET SS3 FOR STREET SIGNING DETAILS PLAN E — 11 I SW PERTH ROAD © r • \A 118 AND NOTES. STRIPING • © 130 �`� �r' 116 ,�% �® INSTALL 28'WIDE TYPE III STREET BARRICADE c. I �.` � 129 •� pF (-16-) PER DWG NO. 6010 ON SHEET SS3. ,fig%/ - j. 4,: o 128 114 %'�%",,v L� '' tii 7 ihi: 0 0 126 TRACT AA 113 ��%%�'�o05_ �� _� .. I `'� ©® 112 TRACT Y ,.; ��/ ;f%'� • a I • 110 °!-%' ��,.�� Lr I ,.��'�% v��' 120 119 PERMANENT SIGNING LEGEND TRACT DD TRACT BB a I © INSTALL NEW SIGN PROJECT NO.: 395-103 an 0400TRACT Z '� o c ,,.�,, © INSTALL NEW SIGN (N) ON NEW (M) SUPPORT TYPE: CONSTRUCTION 3 TACT EE i%' L \ I REVIEWED BY: KCS 0 18 N = SIGN NUMBER 0 ,— 18 M = MATERIALS, OPTIONS ARE: - L J / / `.� S = STEEL "TELESPAR" SCALE rn •_, ,, r " 18 80 0 40 80 2ii I 1I I I S m mS S 1 Z h I I 1 INCH = 80 FEET Gfr: . , emu Annus RIVER TERRACE BLVD :Ellin ¢1111111 :■ D ,(Z- . � p ° �I1111111 •, i ,7Dv Dp ,' �i11111itx_ riilmL D v v ■a. 1 I El E 7':7 '._,C D v v , 93 17 / p D 9. 11111�� r �� >1 uili v ° ° 0 p KEY MAP ° vp \ \ /NV\ / \I / �6\ \ v Dv D I 11 11 D v © // —� \\ 92 17,1"fill) / p 8p \� \\ PACIFIC COMMUNITY DESIGN / p ` \ 12564 SW Main Street Tigard, OR D D p v v v a /If \ v D o: i _ Pr 97223v o 1 il II 0 ° o __ [T] 503 941 9484 D oo/ •II v TRACTS \ D \ -_\ \ / D v o. I! v p \� \\ 1ST SUBMITTAL: 01/04/2022 0 vv : /. ii D v D \ \ STRIPING NOTES: v v D p p =\ \\ REVISIONS D ° o v �� , �� D TRACT R \_ \\ 0 SEE SHEET SS4 FOR DETAILS NO. DATE DESCRIPTION i , D vv. v �� _ ;� • J �,�® p ° ` Ilk \\ OY SEE SHEET SS3, DETAIL 2 0 7 Dv ' v 17.00' v \ \ STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE �® / 0 �� p \ \ \\ PREFIXES: 3" UPPERCASE / , v o �� ` SUFFIXES: 3" UPPERCASE 0 LL ° p v p \ \ NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. �� \��.� \ ,_ LLLLLLLLLL °/ . ,, v AS-BUILT . - =��` = ‘, STREET SIGN NOTES: v D ° 0 , D v p - p LLLLLLLLE LEE LIE LLLLLLLLLLLL v + p D _ DATA Y2/07/2022 11;111111.11111111111111111011.1111111111 D p p �� LLLLLLL LLLLLLL► O _ v p D ° ,. v \ APPROVED KC8 0 - ° Ci-26I SEE SHEET S51 FOR STREET SIGNING DETAILS LLLLLLL v o o v D D _ LLLLLLL AND NOTES. D D v v nim Q �_� 17.00' JL ±HILI • LLLL_ 16.X 11.0 LLLLL LOLL-L �-� 0 A INSTALL 28 WIDE TYPE III STREET BARRICADE 12.00' m LLLLL LLQ L_L 11.44' Q O PER DWG NO. 6010 ON SHEET SS3. _IL 11 �1:1;miL4 LLLLL ► L 12.00' L L L L 1 17.00' '�� 95.17 ‘-] ___ _____: = 80.88' I: � LLLLL LLLLLLt Et 12.00' LLLLLL, • LLLLLL �I �5.........._� , 1 , . , NI LLLLL W 00011 LL illIummum ‘41 I 0 ° D _____________ LL_LLLLL LLLLL 0 LLLLLL sjm 1,._ PERMANENT SIGNING LEGEND LLLLLLLL © D O W _ LLLLLLLLLLLLLLLLLLL 7,„„:::::iiiii2,.1\ INSTALL NEW SIGN pgvg W D vv ° v o p v LLLLLLLLLLLLLLLL —N© , © v INSTALL NEW SIGN (N) ON NEW (M) SUPPORTv p v. v Telt'tate, D `- v O O vD'7 LLLLLLLLLLLLL QWeiDv_ v v Dp ° vLLLLLLLLL o v p D pp� v ° v • . — — N = SIGN NUMBER \ v p p M = MATERIALS, OPTIONS ARE: I o p �� 17.00' 0 'v ICU D D v ° / S = STEEL"TELESPAR" TaylorN/lorrison® \ v D ni N Dv v \ v D ° • �� SOUTH RIVER D I N v S V ®/ & N W kTERRACE Ln IL W \ vw = 133 o D p p "N \ p D p3 I98 . VIM ala 9697 PHASE 2 o \ ltill o; 95 \ .0"� D v I PROF N \ \ v v D v I �G►NFF / \ ° v 64450PE o v v OREGON ^ Z Ln r' ©.------ . \til �'�®D I � ct Gj9ti g 20�A`�0 2 V M \ vD !1DvI • SCH\,��N vRENEWS: JUNE 30, 2024 \ . 1 D vDNN \o' '� ROUNDABOUT a 76 SIGNAGE AND \ D o 62.08' 7 D D D v N vT.T., p p STRIPING PLAN v o �u v v D v v \ D v v U pv v ° D D D ilir 6 \ v D D 0 \ v vp D \ .N N v a ° 112.00 v ° v \ o \ \ o PROJECT NO.: 395-103 If0D on \ Dp D TYPE: CONSTRUCTION RIVER TERRACE BLVD REVIEWED BY: KCS S20 ROUNDABOUT - PLAN rn o SCALE: 1" = 20' SCALE 20 0 10 20 o a _ _ _ _ _ Z 1 INCH = 20 FEET 38.5 in 36 in 33 in 42 c,Veh. iwvtace W(Dimension Shown In Plan) `v� l .0 \ I `auk � W/2, 16'-0" (Max.) W/2, 16'-0" (Max.) / SW Danube Dr SW GAWK RIDGE \ � /A y 45° ^RD \ \\\\ //// \\\\\\ Ig /////A —TVI BLVD \\\\\\II/////A RIVERTERRACE 7/ A Minimum Of 2" X 2" X 6'Galvanized 42 i i i 6' "Unistrut Telespar"Or 12 Guage Perforated Posts Or Approved Equivalent / � /// / '� , < -1,, Shall Be Used. , /` //\ , AI Post ' / ,/// %//• Sleeve 9,�� > //\A NA SW„ Anchor n Ave \;' 14'-0" 14'-0" O.C. Maximum O.C. Maximum ELEVATION STREET SIGN DETAIL ��e)tTevtace I:7................!i:) NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY 2-3/8"x12'Smooth Aluminum Pole PACIFIC COMMUNIS° DESIGN 12564 SW Main Street Tigard, OR Decorative Ball Finial 97223 Mini Base [T] 503-941-9484 3/8" Galvanized 0 Figure 3B-16_ Recommended Yield Line Layouts Bolts W/Nuts { )Minimum Dim8n8ipns 1ST SUBMITTAL: 01/04/2022 And Washers ■ base p 8" --t +-•- t1inhes 12 s ■� I3020 inchei 111=1 12" NOTES: 1la=1 8" STREET SIGNS TO BE WHITE WITH REVISIONS g 1. Rails To Have Alternating Red And White height 2"X 8" _ �.111 12" o Stripes. All Stripes Shall Be Reflectorized. 18 BLACK LETTERING AS SHOWN Rails __C 8" If Wood,The Rails Shall Be Pressure inches NO. DATE DESCRIPTION �: in Treated. USE V-LOC BREAKAWAY ROUND Sign Post 12" 2. See Manual On Uniform Traffic Control POST ANCHOR MODEL No. 30-VR3 AS 2 X 2 Devices For Streets And Highways And SPECIFIED BY POLE MANUFACTURER. Ap The Oregon Supplement. (b)Maximum Dimensions IAI c_ base R3. See Drawing 6050 Or 6510 For Typical � . hes — 24 9 Post Installation Details. in ii inches 4. 1" Pan Head Sheet Metal Screws Shall Be height Used If Sheet Panels Are To Be Fastened END VIEW To The Face Of The Cross Boards. Illi ss .v.,. V .. x..,, ._..<,.... .,.., .< inches 5. All MaterialsAnd Workmanship Shall Be In W BI.JILT AccordannceeWith The Current State Of !• , Oregon Standard Specifications For VARIES I DA 12/07/2022TE Construction. NTrites:angleth bk is equalto ( )STREETSIGN DETAIL APPROVED KC8 1.5 times the base dimension. .T.S. 0,,,,,,3Yield lines may be smaller than WASHINGTON COUNTY STREET BARRICADEsuggested wi Ian installed on much s DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS Directlon of travel narrower,slow-s ed facilities such �< TRANSPORTATION shared use paths. DEVELOPER TO PROVIDE THE CITY WITH A DOZEN OgEGON ENGINEERING SECTION END OF ROADPOLES AND BRACKETS PER STREET SIGN DETAIL, OWN' PLOT STAMP:08/28/19 2:47P ANTHONYD EFFECTIVE DATE: 9/O 1/2019 WASH. CO. # 6010 FOR MAINTENANCE PURPOSES. CAD: 6010.DWG 0 YIELD LINE DETAIL N.T.S. 1: 11J1 GENERAL SIGNING NOTES: 32' 1)Contractor shall supply and install all signs, and is responsible for staking sign locations and obtaining MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS . �' utilitylocates for staked sign locations. Signs shall be locatedper typical sign location or as shown onplans. Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Recommended Minimum Letter Height �� Tehhare, _Q 1 .` 16' 8" ypInitial Upper Case Lower Case Prefix/Suffix Overhead All Types All Speed Limits 24 Inches 12 Inches** 9 Inches*" 6 Inches °- r�— ■ r r r r 4's MIN, r r r■ 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent O TYP. ., ..I ��r r r r r r r r r A Signing Legend. Post Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches 4 Inches T. , .. MIN, Taylor Morri sono re7 ILML. 111..Air r AV r Air Ar Air Aar Air Ar A I Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches 3 Inches NI GROUND 4 - •i A . 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or ` $, •~ `•C-A-.% cr f approved equivalent shall be used. Sign combination and minimum sign mounting height shall determine post Post Mounted 2-Lane All Speed Limits 12 Inches* 6 Inches* 4.5 Inches* 3 Inches — 1 2" length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail'. No other type of post "On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank Withye SOUTH RIVER 1i J shall be used unless prior approval of the county Traffic Engineer is obtained. 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. SEE POST ""For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes OM4-1 END OF r' SUPPORT DET AI L Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. ROAD MARKER PER u-, 6)Signing material + I I 1)Street Name Signs: MUTCD DETAIL 11-4 IL 2 Izs A)It is the contractors responsibility to verify the final street names with the County Survey Office ^ T E R RA C E A)Minimum retroreflectivity levels shall meet MUTCD table 2A-3 4" SW Taylor St 3"1 8" LU } Y at(503)846-8723 before ordering and installing street name signs. O O = B)Minimum sheetingtype shall be ASTM III Prismatic Nyp } z� B)Street name signs for cross streets shall be designed to the standard for the road approaching O O O C)Fluorescent yellow-green shall be used for school related signs th T the cross street. O O 3 SW 90 Ave —r i" C)Use flat blade aluminum blanks. -0O D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top i PHASE 2 p 1, MATERIALS: I I of post with special brackets,unless they meet the following conditions: O I 3" 14" - Any street name sign 48"or greater in length or 12"or greater in height will need to be SIGN POST PER TIGARD 2" X 2" K 63", 12 GA. GALV. PERFORATED STEEL 6" SW Taylor st 41 12' single-sided and riveted to the post. Double-sided signs with brackets are not DWG NO. 192 & a O POST } 3" I4' i allowed for larger sign sizes. WASHINGTON COUNTY R N PERMANENT SIGNING LEGEND f I I T E)Overhead street name signs shall be one(1)sided,without borders and be installed with DWG NO. 6510 4 FT MIN V PR( ' ■ MM _ 5/16"Galv.Or 3" Pelco brackets or equivalent bandingtype adjustable brackets. �r = ExistingSign(N) SignsW 90th Ave —r I2° F)Prefixes shall be used for all street name signs. �� G I N F "� a 3'� 1 X 1/2" X 18", 12 GA. GALV. PERFORATED TED CRXN> Remove Face ! 9 E �i s i�� Aluminum Alloy Washer Prefixes:all upper case letters 64450PE �i N GROUND O STEEL STIFFNER POST. RMN Remove Existing Sign(N)And(M)Sign Support —ir_ I I Suffixes:upperarcaseletters letters in .ii-\ „ M „ ■ I s" I 6' Superscript for numerical street names:all lower case letters w ___ 2 1 /4" 2 1/4't 36 12 GA. GALV. PERFORATED 3/8"x 7/16" Rivet a° s" 1 "' 0 Install New Sign(N) SW Taylor st I Is G)All street name sign text,exluding superscript,shall be center type C font. OREGON ^ a STEEL ANCHOR. L...1 5„ isO } i H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: eO QO '� Install New Sign(N)On New(M)Sign Support i"I } _Tr I Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way 4 �! 9, eL0 ASO 4 3/8" X 3 t/2 Os , GALVANIZED HEX HEAD BOLT WITH SW 90th Ave 18" C 0� r'"' 0 LOCK WASHER, OR 5/1 BTT CORNER BOLT- RSI Remove And Save Existing Sign(N) T Typical •Street Name _ SCHW P N , Anchor Sleeve 2/x2%",18"deep Sign Installation For Sign Tree c7" Remove And Save Existing Sign(N)And Anchor 2/<X 2'/4",36"deep Arterial Intersections. RENEWS: JUNE 30, 2024 7/16" 5", GALVANIZED CARRIAGE WITH FLAT AND Remove(M)SignSupport i6 , Typical Street Name Sign / A 0M4 MARKER LOCK WASHER, BOLTS PERRAIL PER POST, y fl Sign Post2"X2", 12"deep Installation For J Q RSN Remove And Save Existing Sign(N)And Local&Collectors o �� x " CROSSRAILS WITH I=FLECTORIZED RED AND RSM (M)Sign SupportIntersections. MajorSteet END OF STREET MARKER SIG NAGE AND a Maintain And Protect ExistingSign(N)And Support F: >iit.uIuII ► (11V \ 410 N.T.S. WHITE CROSS RAILS. ® pp 0 RIN Reinstall Existing Sign(N) Ijli !J Edge Ot 6�2b WI ofsi9n g s to Base 015i9 Sign Tree S T R I P I N G ii E 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND l�-IE OREGON Reinstall ExistingSign(N)OnNew(M)Sign ort 2"to 4" : II 3/8"X7/16" Min. toBaSe 1'M CROSS INTERSECTION N o 9 PP �� 1,Mi" DETAILS $Ul�PLEmENT !o, �, Drive Rivet Y .0` Reinstall Existing Sign(N)And(M)Sign Support T e"72,e-/\/, 0 3F-1 BARRICADES �, .;13//s,, Post /:; 4 N /,':; ■ 6C—$ BARRICADE DESIGN Install New Sign(N)And Reinstall(M)Sign Support / ' 7: Sleeve iC-0 BARRICADE APPLICATION \ Remove N And ; \'•• ��// Anchor 3 Existing SignO . ..I i g POST SUPPORT DETAIL NT Save Existing(M)Sign Support •�:/ A i� lo ► —Sign Tree 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN N=Sign Number �� A�� TEE INTERSECTON in TYPICAL SIGN INSTALLATION a ACCORDANCE WITH THE CURRENT STATE OF OREGON m=Material NTS ' _ ♦ meg' in STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION Materials:S=Perforated Square Breakaway Steel 36"Mirb -sd fi TYPICAL SIGN LOCATIONS �i - ��s SPtil =Signal Pole Stainless Steel Clamp b �0f0`' PROJECT NO.: 395-103 '''' 41111) Cd) 4. BARRICADE FOR SIDEWALK IS SIMILAR_ SL=Stainless Steel Clamp on Street Light roe Fa NTS TYPE: CONSTRUCTION Fa Q �`NOSONrOG WASHINGTON COUNTY REVIEWED BY: KCS Os r°SON WASHINGTON COUNTY 3�� DEPARTMENT OF LAND USE & STREET NAME SIGNS .rrleo�m s� ,N PERMANENT SIGNING LEGEND �_`:. TRANSPORTATION O {II 4 :•...1181) 1�t} SCALE 3��' DEPARTMENT OF LAND USE & N ENGINEERING SECTION S S 3 irtl[i r 611CNAEi. A. STONE. P.E. STREET ee O Ellr �t TRANSPORTATION are o ENGINEERING CLRING dM31QN PUEukCo ALL 6E.Yt7 N7 CITY MOWER N °RccoN ENGINEERING SECTION PLOT STAMP: 07/05/17 12:09P KELLYE EFFECTIVE DATE: WASH. CO. # M IIUARD,lREGo''i s JANUARY 2Q13 92PLOT STAMP: 07/24/18 11:12A ANTHONYD EFFECTIVE DATE: WASH. CO. # CAD: 6511.DWG 7/01/17 6511 TIGARD volcII,{ >r -s,i,. BARRICADE 1 8/01/2018 6510 O FAY! of 3S 689-1.'r" 'WI&MOE CAD: 6510.DWG Z q B NOTES: 12" O 12'� 12' 12 �f I�12' CENTER IN © i 20 f1 .5' CENTER IN TURN LANE * 2 2'H , '� '� TURN LANE j j �6•5'� 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED EDGE LINE, 6' MIN. /i10' MAX. r 12 * EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. BEGINNING 1 — II6.5'� ZIP< = '40" 6' MIN 2. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR VARIES 15' 1 5' BACK OF EXTENDED EDGE LINE, EDGE OF PAVEMENT OR OF FULL WIDTH 1 BEGINNING OF FULL LANE WIDTH VARIES 15' I�OF TURN LANE CURB FACE. �1 6 (TYP.) 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED RIGHT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS - ELONGATED ARROWS SHALL BE 120 mil CROSSWALK- CROSSWALK SHALL BE 120 mil WHITE VARIES 25' 35' IN THE FIELD. STRIPING SHALL BE REMOVED AS DIRECTED 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT THERMOPLASTIC PAVEMENT MARKING MATERIAL. BY THE ENGINEER. SEE ODOT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT DETAIL. USE ADDITIONAL ARROW AT THE MID POINT WHEN THE TURN SEE NOTE 2. NARROW RAILROAD CROSSING - LEGEND SHALL BE 120 mil WHITE WHEN THE TURN LANE IS OVER 300 FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL BE INSTALLED AS PER SECTION 00850 OF THE OREGON FIJI?) E F G H MIN. 3 PLACED ON TOP 24"* _ STANDARD SPECIFICATIONS FOR HWY. CONSTRUCTION. PACIFIC COMMUN' DESIGN O O 20' 20' O D5. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST g OF CURB @ 2 SPACING MAX. 12564 SW Main Street Tigard, OR CENTER IN 20 A 10 CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 9223 [T] 5037941 9484 12" MIN f TURN LANE O A �O 5' MIN COCOm i 4" F 4"b6"-- SPECIFICATIONS ARE AVAILABLE FROM: OPTIONAL BEGINNING O m �n ENGINEER OF MATERIALS AND RESEARCH riC - VARIES 15' f OF FULL WIDTH OF TURN LANE 45° 4 + ��', RAISED MEDIAN A ° HWY. MATERIALS LABORATORY 800 AIRPORT ROAD S.E. 1ST SUBMITTAL: 01/04/2022 PAVMT.MARKER 8„ al 2' MIN �� SALEM, OR 97301 REVISIONS THRU AND TURN LANE MARKINGS - ELONGATED TURN AND THRU4"YELLOW m m mD (503) 986-3096 ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT STRIPE NO. DATE DESCRIPTION 40' 8" BI-DIRECTIONAL TYPE I A - A 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR - SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW YELLOW MARKERS (TYP.) PLACEMENT OF "RAILROAD CROSSING" MARKINGS PRIOR TO MARKING MATERIAL, SEE NOTE 1. AT THE MID POINT WHEN THE TURN LANE IS OVER 300 FT. BIKE LANE LINES - ONE 8" WHITE LINE & ONE 4" WHITE LINE WITH A RAISED MEDIAN STRIPE -4"YELLOW LINE WITH 4"YELLOW PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM 8" WHITE 45° DIAGONAL LINE AT 40' INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. 0 O 0 ---. v A i - THRU TRAFFIC SIDEOO20' 0' 40' 40' 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL 'SCHOOL' & VARIES (4" TO 28") 'X-ING', AS NEEDED, IN 120 mil WHITE THERMOPLASTIC r- 1 5' f PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS & CD -- THRU TRAFFIC SIDE f- _ 20' - + �2" S PACE W CO 8" m 10 STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH �* 8" E N(7- * m m m ARE USED, SPACING IS 32 FEET. As-BUILT m COm F I 1 2" SPACE 4 $ > 36N + 12" MAX. '9 DATE 12/07/2022 20' 20' � - 4 m m1— + m m I co ,9 THRU TRAFFIC SIDE i 8. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN T4" SPACE THE URBAN GROWTH BOUNDARY. ICcS 4„ 2” SPACE THRU TRAFFIC SIDE y _ 9. FOR DIAGONAL MARKERS, USE "PREMARK IN-LANE RUMBLE 0 It MEDIAN NOSE - TWO 4" YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS - 4" YELLOW OR 5 X35 TWO WAY LEFT TURN STRIPE -4"YELLOW LINES WITH 4" YELLOW BARS" BY FLINT TRADING INC., OR EQUIVALENT. Z TURN LANE LINE - 8" WHITE LINE WITH 4"WHITE w 0 YELLOW TYPE I MARKERS. IF TOTAL WIDTH BETWEEN STRIPES IS WHITE RUMBLE BARS WITH SINGLE 125 mil BASE j BI-DIRECTIONAL TYPE I MARKERS. USE ELONGATED ARROWS FOR 0 MONO-DIRECTIONAL TYPE I MARKERS. 250 mil BARS = LESS THAN 16" THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE. CENTER BETWEEN LANE LINES. A - A LEFT TURN ARROWS. X SUBSCRIPT FOR PAVEMENT MARKING. W Q LM N O P DENOTES COLOR. (Y) YELLOW OR J L X O (W)WHITE. 0 2" SPACE 40' 40' 4" SPACE * LANE MARKING DIMENSION LOCATION Z 1 O'� 40' - 40' 4" I 40' T 40' I. --r VARIES1 * T 7 -74" AT OF STRIPING UNLESS NOTED � O * I 1 EDGE OF PAVEMENT CL - m i OTHERWISE. N- II CD v CO CO m — e _ - �4„ H ievtace THRU TRAFFIC SIDE L4" SPACE THRU TRAFFIC SIDE �- 4 �4" SPACE (f� (NI R:civA, f L4 N- 15' SPACING TYP. TaylorMorrison® M N BROKEN CENTER LINE - 4" YELLOW LINE WITH 4" YELLOW MEDIAN STRIPE -TWO 4" YELLOW LINES WITH 4" YELLOW EDGE LINE -4" YELLOW OR WHITE LINE AS SHOWN ON PLANS. CENTER LINES -TWO 4" YELLOW LINES WITH 4" YELLOW M BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. L ® O O O a) I- SOUTH RIVER L0 TRAFFIC FLOW W IL 7 - 0 1 VARIES 6'�� 6' �--� 6' TE ACE 17 = 10' 30' 1 10' 4�� O I I I 6 * U N 1 I 4-8 MIN --1 L- _6- -I I- -6'---I r 8 * IS1-..— I� 1 W 3 O — — — * '1 2' —1 ' 1 Of al L_ ED _�* - I I - - I - I '� PHASE 2 0 12,f '12' '12' 25" 40" W 2 -- 15'-i-- f 8" i O 08' 1 N TRAFFIC FLOW BIKE LANE LINE - 8" WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION - WHITE OR � 0 res, = BIKE LANE DOTTED LINE - 8" WHITE LINE. BICYCLE LANE MARKING - SHALL BE 90 mil WHITE PREFORMED ��G I N£F� YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. W Z LANE LINE -4" WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. I— 07 64450PE L.DSHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING `" TYPE I MARKERS. Z 6x4w,4 z O O OREGON o^ Qz MATERIALS. D 0 z o -3 FT. MIN. TO 5 FT. MAX. X i 2" f 0 Q Z U z �Gj��' g 20 ��O O (ADJUST SPACING TO O ..- _ A,- as VARIES MISS WHEEL TRACKS) VARIES �RAFF�C SVOE m X 4 4„ MIN ZO O c' SC HW PR"\ E -I �24 IN �NRU m 12„ ° I- I- < C� N RENEWS: JUNE 30, 2024 N c Z H- m 36° 36° z W N iii ►�` 6 FT MIN. �m <iii m 20' I - A PAVMT. 2 0 _ ►�O��O�� ►OOODi , MARKER W n_ , ,. CO CO C:\ 4 m 4" YELLOW Z_ i 8 IN WHITE LINE VARIES m CD (C STRIPE Q 0_ Q (D c STRIPING N m m -► q m q - q > o w co cD BI-DIRECTIONAL TYPE I j DETAILS u 10 FT. (6 FT MIN.)] CHEVRON BARS - SHALL BE 120 MIL EXTRUDED WHITE YELLOW MARKERS (TYP.) 0- o a) STAGGERED CONTNENTAL CROSSWALK- SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO - DIRECTIONAL WHITE TRAFFIC SEPARATOR STRIPE -4"YELLOW OR WHITE STRIPE WITH tNjY2Q — - HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. BI-DIRECTIONAL TYPE I MARKERS. o0 NVI 0 pH 0QsbM J < C9 0_ O Ln PROJECT NO.: 395-103 VI C TYPE: CONSTRUCTION JREVIEWED BY: KCS 0 as LL 0 M O L1) F- as Z-- T 0 SS4 Z U ILLUMINATION NOTES AND DETAILS APPROVED STREET LIGHTING EQUIPMENT: LEGEND 1. Light pole for cobrahead-style fixtures shall be PGE-approved 30-foot direct buried, black composite with 25 foot mounting height. ® Retain and protect existing light pole. The approved cobrahead light pole is: Mil Ark Install decorative light pole (LP), pole number (N) Manufacturer: Top Piece: Stub Piece: 6-Ft Arm: ® project. Shakespeare BHT3099S1BL9901 25-STUB-UP OPAR-6-BK m Install 17" x 30" x 18" precast concrete junction box for 0 street lighting per P.G.E. Requirement. 2. Junction boxes shall be PGE-approved splice boxes. PGE-approved boxes to be supplied and installed by the Contractor are: MANUFACTURER: JB-1 Catolog Number: KITTELSON Newbasis (Associated Plastics) FCA173018T-90026 l< & ASSOCIATES Armorcast A6001640TAX18PGE Highline CHA173018HE1 851 SW 6TH AVENUE, Quazite (Hubbell) A42173018A017 PORTLAND, OR 97204 SUITE 600 Oldcastle 17301620 P 503.228.5230 F 503.273.8169 LU J U Junction box covers shall be marked as follows: u_ "ELECTRIC" OR "POWER" on all roadways (PGE Option "B") o c DATE: 2/02/2022 U ROAD REVISIONS 3. Luminaire shall be PGE approved cobrahead-style. The approved luminaires are: VARIES NO. DATE DESCRIPTION Style: Manufacturer: Product Code: [...- 3' (TYP.) Cobrahead (Poles 1-69) Leotek, 45 Watt LED GCJ2-20H-MV-WW-2R-BK-700-PCR7-RWG-WL-FDC-PGE LIGHT7 Cobrahead (Poles 70-78) Leotek, 25 Watt LED GCJ1-20H-MV-WW-2R-BK-350-PCR7-RWG-WL-FDC-PGE POLE -------1116* . 8' (TYP) 4. The photoelectric control shall be PGE-approved extended life twistlock, electronic, 105 to 300 volt. The PGE-approved photoelectric ":>-' Ailik3c control is: Manufacturer: Catalog Number: I JB I Ripley RD8645 1 I DTL DLL 1271.5 J50 Intermactic EK4536SB TYPICAL STREET LIGHT DETAIL (SIDEWALK W/ LANDSCAPE STRIP) IIWNII 5. #10 AWG, 600 volt, 3-conductor, class B stranding, THPE TC, with sunlight-resistant PVC jacket. suitable for direct burial NOT TO SCALE installations. Insulation to be black, and green per NEMA WC-7 for NEC applications (TFN, THWN, THHN), with fillers or tapeJ In added to produce round outer jacket, rated 90 degree C dry and 75 C wet, 1000 ft NR reels. Jacket to display sequential aLL -111LMillP footage markings. 2 labels, one attached to the outside flange surface, one attached to the drum each to detail total footage, o co ce inside or starting footage. `7' U ROAD L. . VARIES V (TYP.) R:Lvexievtace, 7 --1- GENERAL NOTES LIGHT POLE P i „, 8' (TYP) i TaylorMorrison. 1. materials andworkmanship shallconform toP.G.E. Option specifications. materials andstaaton ",- AiliklAll khiP "B" All illi3C shall be approved by P.G.E. 0 I SOUTH RIVER 2. All electrical equipment shall conform to the current standards of the National Electrical Manufacturers JB � N N Association (NEMA) and the Underwriters Laboratories, inc. (U.L.) wherever applicable. In addition to the 1 I requirements of the plans, standard specifications, and the special provisions, all materials and workmanship U- I TERRACE shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may TYPICAL STREET LIGHT DETAIL (CURB TIGHT SIDEWALK) PHASE 2 wapply• = NOT TO SCALE PROFF I 3. Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to• = IG NNEF s)ip, ensure proper installation. N 65552PE l d U_ no p CO 4. Coordinate work with Chung Lam of P.G.E. at (503) 736-5785 to obtain conduit plan. Lu D 10 , OREGON ^ 4-, T F <Y g, 'e p rzE in F, SCPR%- O.Jr' _ 12' EXPIRES:06/30/22 h. LIGHT '� POLE 0 68' (TYP) .; ":/'3C 1111 ILLUMINATION PLAN E ()B Q o 1 a) >ci cu U 2 PROJECT NO.: 395-103 L TYPICAL STREET LIGHT DETAIL TYPE: CONSTRUCTION at > REVIEWED BY: WES (CURB TIGHT SHARED PATH, POLE NO. 14 & 15) NOT TO SCALE M r, M N I L - 1M N ELEVATION DATUM: NGVD 29 LIGHTING TABLE LIGHTING TABLE AVERAGE LIGHT AVERAGE LIGHT ROADWAY/ INTERSECTION ROADWAY CLASSIFICATION LIGHT LEVEL UNIFORMITY LOSS ROADWAY/ INTERSECTION ROADWAY CLASSIFICATION LIGHT LEVEL UNIFORMITY LOSS (FC) (AVE:MIN) FACTOR (FC) (AVE:MIN) FACTOR SW RIVER TERRACE BLVD RECOMMENDED >_0.6 <_4:1 SW RUBICON LN RECOMMENDED >_0.4 <_6:1 COLLECTOR 0.85 ALBANY TERR TO RIVER TERRACE LOCAL 0.85 NORTH LIMITS TO EVERTON ST DESIGN 1.1 3.9 : 1 BLVD DESIGN 0.6 3.2 : 1 SW RIVER TERRACE BLVD @ RECOMMENDED >_1.0 <_4:1 SW RUBICON LN RECOMMENDED >_0.4 <_6:1 COLLECTOR/LOCAL 0.85 RIVER TERRACE BLVD TO SW 165TH LOCAL 0.85 SW EVERTON ST DESIGN 1.5 1.9 : 1 AVE DESIGN 0.6 3.1 : 1 RECOMMENDED >_0.6 <_4:1 RECOMMENDED >_0.4 <_6:1 I< K I TT E LSO SW RIVER TERRACE BLVD SW 165TH AVE & ASSOCIATES SW EVERTON ST TO SW RUBICON ST COLLECTOR 0.85 NORTH LIMITS TO SW EVERTON ST LOCAL 0.85 DESIGN 1.1 3.7 : 1 DESIGN 0.6 5.6 : 1 851 SW 6TH AVENUE, SUITE 600 PORTLAND, OR 97204 RECOMMENDED >_1.0 <_4:1 SW 165TH AVE @ RECOMMENDED >_0.8 <_4:1 P 503.228.5230 F 503.273.8169 SW RIVER TERRACE BLVD @ COLLECTOR/LOCAL 0.85 LOCAL/LOCAL 0.85 SW RUBICON ST SW EVERTON ST DESIGN 1.3 2.5 : 1 DESIGN 1.0 3.3 : 1 DATE: 2/02/2022 SW RIVER TERRACE BLVD RECOMMENDED >_0.6 <_4:1 SW 165TH AVE RECOMMENDED >_0.4 <_6:1 REVISIONS SW RUBICON ST TO SW PERTH RD COLLECTOR 0.85 SW EVERTON ST TO SW RUBICON LN LOCAL 0.85 NO. DATE DESCRIPTION DESIGN 1.0 3.6 : 1 DESIGN 0.7 3.6 : 1 RECOMMENDED >_1.2 <_4:1 RECOMMENDED >_0.8 <_4:1 SW RIVER TERRACE BLVD @ COLLECTOR/COLLECTOR 0.85 SW 165TH AVE @ LOCAL/LOCAL 0.85 SW PERTH RD ROUNDABOUT SW RUBICON LN DESIGN 1.0 3.4 : 1 DESIGN 1.0 3.2 : 1 SW RIVER TERRACE BLVD RECOMMENDED >_0.6 <_4:1 RECOMMENDED >_0.4 <_6:1 COLLECTOR 0.85 SW 165TH AVE SW PERTH RD TO SOUTH LIMITS SW RUBICON LN TO SW PERTH RD LOCAL 0.85 DESIGN 1.0 3.4 : 1 DESIGN 0.9 4.3 : 1 SW PERTH RD RECOMMENDED >_0.6 <_4:1 SW ROY ROGERS RD TO SW 168TH COLLECTOR 0.85 SW YARRA LN RECOMMENDED >_0.4 <_6:1 LOCAL 0.85 AVE DESIGN 0.7 3.7 : 1 SW 169TH AVE TO SW 168TH AVE DESIGN 0.5 5.2 : 1 RECOMMENDED >_1.0 <_4:1 RECOMMENDED >_0.4 <_6:1 , : SW PERTH RD @ COLLECTOR/LOCAL 0.85 SW RIVERDELL LN LOCAL 0.85 SW 168TH SVE SW 169TH AVE TO SW 168TH AVE DESIGN 1.3 2.3 : 1 DESIGN 0.6 5.7 : 1 SW PERTH RD RECOMMENDED >_0.6 <_4:1 RECOMMENDED >_0.4 <_6:1 R:Lvelt, Tevtace, SW 168TH AVE TO RIVER TERRACE COLLECTOR 0.85 SW 169TH AVE SW YARRA LN TO SW RIVERDELL LN LOCAL 0.85 N BLVD DESIGN 0.8 2.8 : 1 DESIGN 0.8 4.1 : 1 Y TayIorMorrison. CD SW PERTH RD RECOMMENDED >_0.6 <_4:1 RECOMMENDED >_0.4 <_6:1 RIVER TERRACE BLVD TO SW 165TH COLLECTOR 0.85 SW 168TH AVE SW YARRA LN TO SW RIVERDELL LN LOCAL 0.85 o SOUTH RIVER AVE DESIGN 0.9 2.4 : 1 DESIGN 0.7 3.7 : 1 N NI N SW 168THAVE @ RECOMMENDED >_0.8 <_4:1 TERRACE N SW PERTH RD RECOMMENDED >_1.0 <_4:1 SW 165TH SVE COLLECTOR/LOCAL 0.85 LOCAL/LOCAL 0.85 3.6 : 1 SW RIVERDELL LN DESIGN 1.4 NDESIGN 1.2 2.4 : 1 PHASE 2 w RECOMMENDED >_0.6 <_4:1 N SW PERTH RD SW 168TH AVE RECOMMENDED >_0.4 <_6:1 COLLECTOR 0.85 LOCAL 0.85 D PROF SW 165TH AVE TO PROJECT LIMITS DESIGN 0.9 2.3 : 1 SW RIVERDELL LN TO SW PERTH RD S`� ��NEF`�S/� -E. DESIGN 0.7 2.5 : 1 �, .p 65552PE I c RECOMMENDED >_0.4 <_6:1 RECOMMENDED >_0.4 <_6:1 SW ALBANY TERR SW 169TH AVE OREGON O LOCAL 0.85 LOCAL 0.85 a `', o^ SW EVERTON ST TO SW RUBICON LN DESIGN 0.6 3.3 : 1 (PRIVATE) o4, <y 9 2 , , DESIGN 0.4 4.0 : 1 F, s c a ae E EXPIRES:06/30/22 N SW EVERTON ST RECOMMENDED >_0.4 <_6:1 SW RIVERDELL LN RECOMMENDED >_0.4 <_6:1 ALBANY TERR TO RIVER TERRACE LOCAL 0.85 LOCAL 0.85 M BLVD DESIGN 0.9 3.0 : 1 (PRIVATE) N DESIGN 0.6 2.5 : 1 0 on SW EVERTON ST RECOMMENDED >_0.4 <_6:1 ILLUMINATION RIVER TERRACE BLVD TO SW 165TH LOCAL 0.85 SW YARRA LN 0 RECOMMENDED >_0.4 <_6:1 (PRIVATE) LOCAL 0.85 PLAN Gi AVE DESIGN 0.6 3.2 : 1 DESIGN 0.4 2.2 : 1 0 0 > RECOMMENDED >_0.4 <_6:1 RECOMMENDED >_0.4 <_6:1 o SW EVERTON ST TRACTZ LOCAL 0.85 LOCAL 0.85 165TH AVE TO EAST LIMITS (PRIVATE) t) DESIGN 0.6 5.8 : 1 DESIGN 0.4 4.3 : 1I- PROJECT NO.: 395 103 TYPE: CONSTRUCTION a) RECOMMENDED >_0.4 <_6:1 RECOMMENDED >_0.4 <_6:1 REVIEWED BY: WES D SW NOOSA CT LOCAL 0.85 SW CHETCO COURT 0 LOCAL 0.85 DESIGN 0.4 4.4 : 1 (PRIVATE) M DESIGN 0.4 3.6 : 1 i, M N I L .2 M N ELEVATION DATUM: NGVD 29 NOTES: GI 1. 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AND METERED SEPERATELY FROM THE PUBLIC LIGHTING SYSTEM. 1 INCH = 50 FEET ,71 1 SW PERTH ROAD r MATCH LINE - SEE SHEET IL-3 MATCH LINE - SEE SHEET IL-3 KEY MAP I m I - + 11eI14_ Aft _�� ,1. 111 .____�... �_�_�_. I � m , , , , , , _ -- ii . 00 IKITTELSON IN! , , II , , , ._ , i /'1,‘ P; .. . . ................................................................................................. .. .. .... - jJ & ASSOCIATES II 4110 _ 1 m - 1 , � 851 SW 6TH AVENUE, SUITE 600 1, . , , 1 1 `n I _ AIM* _ �'i _ PORTLAND, OR 97204 - I �_ I / �� o P 503.228.5230 F 503.273.8169 Op no W IMMO 1000 S_ `N .�.- I-.SIImitt • Ank ��. /ni�� - I_l�i■®11m I = 1 pm :mak p 0-4 �' �'"/� �� .� \ f I 40 1 I1•11„ - p = 1 .q4111 m m DATE: 2/02/2022 I Ark Ark >/ s 1 I le 440° my X111 m m m m �kI. � _ O �otS ' r I p REVISIONS 1pp 0 ��►o �, III 1.91 _,_ _ \ I II ® p \ 4„ri,,,.,- IMEMENIJIMMIllimm.--------= \ I1 ±INO. 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ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SITE I U 1.0 STANDARDS AND DEFINITIONS 1 .0 GENERAL CONDITIONS,AND CIVIL PLANS SHALL BE REPORTED TO THE ENGINEER WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED * O AFTER DISCOVERY OF THE DISCREPANCY AND BEFORE CONTACTING THE ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO CIVIL = 4 mi 1.1 STANDARDS - All standards refer to latest edition unless otherwise noted. 1 .1 Manufacturer shall design and fabricate the Arch as shown on the plans. Fabrication PLANS FOR OPENINGS,ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. J 0 • THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS (� shall conform to the requirements of ASTM A-761 and shall consist of plates, fasteners, AS REQUIRED DURING ERECTION. BACKFILL BEHIND STRUCTURES SHALL NOT BE PLACED UNTIL THE STRUCTURES ARE PROPERLY SUPPORTED. N 0 O 1.1 .1 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for and appurtenant items. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF O Field-Bolted Pipe, Pipe-Arches and Arches" (AASHTO Designation THE EXCAVATION, SHORING,AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY M-167). Plate thickness, end treatment and type of invert and foundation shall be as indicated on WORK AT(800) 332-2344 ' O O G O O "' O� DESIGN LOADS C the plans. All manufacturing processes including corrugating, punching, curving and FO 1.1 .2 AASHTO LRFD Specification for Highway Bridges - Section 12. required galvanizing shall be performed within the United States of America. LIVE LOADS V ,i O �� > HL93 VEHICLE LOADING 1.1 .3 AASHTO LRFD Specification for Highway Bridges - Section 26. 1 .2 The contractor shall verify all field dimensions and conditions prior to ordering materials. EARTHQUAKE DESIGN DATA(BASED ON ASCE7-10 EQUIVALENT FORCE METHOD) 3 O O SEISMIC IMPORTANCE FACTOR I = 1.0 < O O 1.2 DEFINITIONS 2.0 DIMENSIONS SEISMIC SITE CLASS D HO GEOTECHNICAL INFORMATION > l7 O * 1.2.1 Owner - In these specifications the word "Owner" shall mean 2.1 The proposed structure shall be a CONTECH BRIDGECOR with the following • EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS,AS FOUND IN REPORT OF z Taylor Morrison Homes. dimensions: GEOTECHINCAL ENGINEERING SERVICES BY GEODESIGN, INC.ANY FUTURE AMENDMENTS REFERENCING THIS REPORT SHALL GOVERN OVER THE I w * O ORIGINAL ABOVE REFERENCED MEMORANDUM. 1.2.2 Engineer - In these specifications the word "Engineer" shall SW RIVER TERRACE BOULEVARD (as designed by CONTECH) • `O - O mean the Engineer of Record or Owner's designated engineering Span: 45'-0" Rise: 10'-2" • CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: O O ALLOWABLE BEARING PRESSURE 3,000 PSF representative. Gage: By Contech ACTIVE EARTH PRESSURE (YIELDING) 35 PSF/FT ACTIVE EARTH PRESSURE (AT-REST) 55 PSF/FT 1.2.3 Manufacturer - In these specifications the word "Manufacturer" 2.2 All plan dimensions on the contract drawings are measured in a true PASSIVE EARTH PRESSURE 180 PSF/FT41 shall mean CONTECH Engineered Solutions, LLC 800-338-1122 horizontal plan unless otherwise noted. COEFFICIENT OF FRICTION 0.45 (WITH 3" BASE OF CRUSHED ROCK BETWEEN NATIVE SOIL AND FOUNDATION) / \\ c O Matthew Houser, Bridge Consultant. SOIL SITE CLASS D41 O - O 3.0 ASSEMBLY AND INSTALLATION O `O 1.2.4 Contractor - In these specifications the word "Contractor" shall SHOP DRAWING SUBMITTAL PROCESS mean the firm or corporation undertaking the execution of any 3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The • SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER installation work under the terms of these specifications. CONTECH BRIDGECOR Arch shall be assembled in accordance with the plate COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL layout drawings provided by the manufacturer and per the manufacturer's recommendations. PRIOR TO FABRICATION 1.2.5 Approved - In these specifications the word "approved" shall • SHOP DRAWINGS ARE REQUIRED FOR THE ARCH PLATE STRUCTURES refer to the approval of the Engineer or his designated Bolts shall be tightened using an applied torque of between 100 and 300 ft.-lbs. • CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE representative. SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR ARCH PLATE STRUCTURES 3.2 The arches shall be installed in accordance with the plans and INSPECTIONS AND SPECIAL INSPECTIONS 1.2.6 As Directed - In these specifications the words "as directed" specifications, the manufacturer's recommendations, and AASHTO LRFD • THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT shall refer to the directions to the Contractor from the Owner Specification for Highway Bridges - Section 26. or his designated representative. SITE CONSTRUCTION 3.3 Trench excavation shall be made in embankment material that is structurally adequate. • ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL 2.0 GENERAL CONDITIONS The trench width shall be shown on the plans. Poor quality in situ embankment ENGINEERING REPORT AND IN SUBSEQUENT DIRECTIVES material must be removed and replaced with suitable backfill as directed by the Engineer. N 2.1 The Contractor shall furnish all labor, material and equipment and EXCAVATION SUPPORT AND PROTECTION w perform all work and services except those set out and furnished by the 3.4 Bedding preparation is critical to both structure performance and service life. • EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE MATERIAL PER THE GEOTECHNICAL ENGINEERING (r) Owner, necessaryto complete in a satisfactorymanner the site RECOMMENDATIONS. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL RECOMMENDATIONS AT THE Q p The bed should be constructed to uniform line and grade to avoid distortions that may CONTRACTOR'S EXPENSE _ preparation, excavation, filling, compaction, grading as shown on the create undesirable stresses in the structure and/or rapid deterioration of the roadway. • EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL, STATE,AND NATIONAL SAFETY Z w plans and as described therein. This work shall consist of all mobilization The bed should be free of rock formations, protruding stones, frozen lumps, roots, REGULATIONS < U CL clearing and grading, grubbing, stripping, removal of existing material and other foreign matter that may cause unequal settlement. • INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING DRAWINGS, NOTES, AND SPECIFICATIONS 2 cc unless otherwise stated, preparation of the land to be filled, filling of the 0 cc Z land, spreading and compaction of the fill, and all subsidiary work 3.5 Adequate soil bearing capacity or strength shall be provided to the Engineer. BACKFILL AND COMPACTION U LLIO • BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFILL BEHIND ALL STRUCTURES SHALL NOT BE PLACED V' necessary to complete the grading of the cut and fill areas to conform Foundation details shall be provided bythe Engineer. CC w g UNTIL THE STRUCTURES ARE PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONSISTENT WITH THE z W cc with the lines, grades, slopes, and specifications. This work is to be GEOTECHNICAL ENGINEER'S RECOMMENDATIONS > 0_ accomplished under the observation of the Owner or his designated 3.6 The structure shall be assembled in accordance with the Manufacturer's instructions. Z cc representative. All plates shall be unloading and handled with reasonable care. Plates shall not be rolled CONCRETE O0 i cc • CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI 318 14 STANDARD Q or dragged over gravel rock and shall be prevented from striking rock or other hard objects H 2.2 Prior to bidding the work, the Contractor shall examine, investigate and during placement in trench or on bedding. • CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL 0 0 inspect the construction site as to the nature and location of the work, and COMPLY WITH ACI 318-11 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING ADMIXTURE CL (/) H thegeneral and local conditions at the construction site, includingwithout CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. . . The structure shall be assembled in the footing starting at the upstream end. • CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: Z limitation, the character of surface or subsurface conditions and obstacles Circumferential seams shall be installed with the plate laps 28-DAY MAX. W/C MAX. SLUMP AIR ENTR. SPECIAL INSP. LOCATION/ 0 to be encountered on and around the construction site and shall make shingled downstream as viewed from the inside of the structure. STRENGTH (PSI) RATIO (INCHES) (PERCENT) REQUIRED? APPLICATION w such additional investigation as he may deem necessary for the planning 3500 0.45 4+/- 1 5 +/- 1 YES FOOTING, FOUNDATION J U and proper execution of the work. The structure shall be backfilled using clean well graded granular material that meets the RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR I- o REVIEW. Z I- c ) requirements of AASHTO M-145 for soil classifications A-1 , A-2-4, A-2-5 or A-3 • w ALL EXPOSED CORNERS PER THE PLANS OR 3/4 INCH IF NOT SPECIFIED w co = If conditions other than those indicated are discovered by the Contractor, • MAXIMUM AGGREGATE SIZE SHALL BE%4" U O the Owner shall be notified immediately. The material which the Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch Contractor believes to be a changed condition shall not be disturbed so loose lifts. Each lift shall be compacted to a minimum of 90 percent density per REINFORCING STEEL that the owner can investigate the condition. AASHTO T-180 • REINFORCING STEEL DETAILING, FABRICATION,AND PLACEMENT SHALL BE PER ACI 318-11. • #3 BARS SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 40 2.3 The construction shall be performed under the direction of the Engineer. • #4 BARS AND LARGER SHALL BE ASTM A615 DEFORMED BARS, MINIMUM GRADE 60 3.7 Construction loads that exceed highway load limits are not allowed to cross the • ALL#3 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 21" IN LENGTH, U.N.O. structure without approval from the Engineer. • ALL#4 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 28" IN LENGTH, U.N.O. 2.4 The structure design including foundations only, shall be • ALL#5 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 35" IN LENGTH, U.N.O. performed by the Engineer. • ALL#6 BARS SHALL HAVE CLASS B SPLICES A MINIMUM 42" IN LENGTH, U.N.O. P�® pR®�� Normal highway traffic is not allowed to cross the structure until the structure has been . REINFORCING STEEL COVER SHALL BE AS FOLLOWS: �� GD�L�p ��p backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting CAST AGAINST EARTH: 3" 0� Any installation guidance provided herein shall be endorsed by the ,527 Engineer or superceded by the Engineer's plans and specifications. shall be as directed by the Engineer. FORMED SURFACE EXPOSED TO EARTH OR WEATHER: 1 1/2" • � CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1" 3.8 CONTECH shall provide backfill design and inspection during construction GROUP CLASSIFICATION A-1-a A-1-b A-2-4 A-2-5 A-3* C 'n D Sieve Analysis Percent Passing i/p \ 311911CH AO- No. 10 (2.000 mm) 50 max. ---- ---- ---- ---- 14-28-2020 No. 40 (0.425 mm) 30 max. 50 max. ---- ---- 51 max. PORCSa 6/30/2021 No. 100 (0.150 mm) ---- ---- 50 max. 50 max. ---- No. 200 (0.075 mm) 15 max. 25 max. 20 max. 20 max. 10 max. Atterberg Limits for Fraction Passing No., 40 (0.425 mm) DRAWING TITLE Liquid Limits ---- ---- 40 max. 41 max. ---- FOUNDATION Plasticity Index 6 max. 6 max. 10 max. 10 max. Non Plastic PLAN Usual Materials Stone Fragment, Silty or Clayey Sand ENGINEER: DMH CHECKED BY: DMH Gravel and Sand Gravel and Sand JOB NO. 2512 DRAWN BY: JTS NOTE: Atterberg Limits are modified to provide material that are primarily granular DATE: 04-28-2020 * Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles excluded. SHEET NUMBER S 0 • 0 1 u * c , __) 4 _, I NOTE:EXACT LOCATION OF CULVERT PER 0 CIVIL PLANS BY PACIFIC COMMUNITY DESIGN. Q (, c, 0 ,_ 5 ARCH BACKFILL PER RECOMMENDATIONS BY GEODESIGN,INC. / I- — ., „%` 1'Ib �y T /\ 'I LEAN,NON SHRINK,NON-METALLIC GROUT �, i/. `. D / \ \� v -,_ / 5. 4.. 5. 4.. A LSA / .17._ � `‘ \\ Ull U C' \\ \ �� ,, '• ! / ` \ LOCK+LOAD WALL AT CULVERT, § // f ,\x A \ , OPENING,BY OTHERS 4 a �� CON ULT WITH CONT�CH ° a / /410* \ j�\�A .,•�/1� �� ♦ \ U a A 4 A \/ FOR THIS DI�/ICON1 41 a as a a a (TYP?1C' I� �cp��; crill „, 7A`.-. l r. C1/4 11.4fA 0o aQ a a \/ d / Q a Q a �Q // % �� I- /''-- ,�WA FA PrA P�_— ...&A A i*4 I > 2 —4fr a s ail 4 Q A 4 4, a 4 .d a s a 4 A a a s CIVIL PLAN VIEW;FOR FOOTING�1 '��'��_'/��, qwit', � II' ` D O v• a a • • _ /� �� v - l ,A�� I � w il LOCATIONS AND DIMENSIONS. �i ig,„, ' / Q Q 4 A aA #717,- j� \ a A a a A a 4 a CONTRACTOR SHALL FIELD VERIFY S0.1 ,6 �� \ 16�J��'J�l� �I,, 0 ;. :. :. ..•;. :. :. •;. :. :. ;. :. :. ;. :. :. •;. .. :. .. ;. .. :. .. ;. .. .. .. ;. .. :. .. ;. DIMENSIONS BEFORE CONSTRUCTION ' tri l�t - �gOeioi ifieiei i00iei i0i0iei i00iei i0oififiei afa.egOlifi z0zfafifieio4a0z.eioifi�' i , �t11( ,i \,,,,2,_-_,\ 3”OF CRUSHED ROCK FOOTING BASE PER ��L-�t� / #5 BARS @ q..O.C.OR#6 / / % \� %�/ �� / �� V �/ % / % / /�/ �i / / / ��L�� <I�11� \ \ \ / / / \ / / GEODESIGN,INC.GEOTECHNICAL MEMO I —. — ._ BARS @ 6 O.C.(TRANSVERSE) \ \/ / /i\\i \, \/ \ / /\/ \/ / \ \/ /\/\\\ \\,,,,(\. - / \\ /\//\\i\\\/ / / �'S ��--`--- ////l�s7�—� �___../' CLEARANCE #5 CONTINUOUS BARS @ 81/2"O.C.LONGITUDINAL(16 BARS) L W ~� ' // /-� / / / 07-.11111.11:14111141110.:,• FIRM,UNDISTURBED 68+00 � - /"� , ./ M -"`"'%� / • • � � � � � : (TYP.) / NATIVE SOIL — /- / ' or � % \\ \ / / 11'-6" / �D N // SD // SDSIWAkviwAWA/Seiampwal: / I ' App 41 CIO \v \C / __ SD 1L A re ivPIA wil I,— NNWFArTar , `-, Air ffAW‘arAffig. 1744*--"4111--44F-411-1,411141 I ►.Kir4i iig.:7 iv ,1,4192111 �j�,�� b j ger!/,j1/ �� 1 11 4 CULVERT FOOTING DETAIL � ��/�� ►� � _ r � �� i# In MiiMili'i rt Alger 4 B Apar - ....,. / APO .►j ,X80 ,, I LOCK+LOAD WALL AT CULVERT A . / �� I �� 76 z OPENING,BY OTHERS ./ h, \/ /TERMINATE FOOTING A MINIMUM OF 6" ♦ ' // •NrNirile#N4'404A, s 4 /BEYOND END OF CULVERT ARCH(TYP.) \ 0 rpm, ♦ *v , . / A,,, :- t 11' 6" t 11' 6" H \ 441 s t — - - - - - - r T - - - - CULVERT OPENING r - - T I I W I r1 CULVERT CROSSING SOUTH RIVER TERRACE PHASE 2z TYP.@ 40 0.1 1"=20'-0" aU CULVERT LLJ FOOTING ° z v CCO 10" 10" CC w K / / z I o z O °C 0 2 2 ccI- S0.1 S0.1 J D Q ELEVATION AT GRADE ABOVE 0 0 CULVERT PER CIVIL PLANS BY (/) I- PACIFIC COMMUNITY DESIGN Z -III I II III- 1 I 1 III III III III 1 II I II III III rl- I III 1 \-n l III III I II III III III 1I I II II- 1 _° 10"WIDE x 4"DEEP SLOT IN TOP _ L1J H OF FOOTING,PER DETAIL 4/S0.1 - J U I I \ I I 0I cc 0 I I Cz H � �_ u_ L11 co CC cn Zz / 1 II III , 1 11 1 I 1 1 1 1 - ° _ „ _ _ RECMZ LLDPONS/ Cas I \I I I I \\ \ 1 � r BY GiODESI NIC I I 1 I I IIIw H P \ _ Z O EDGE OF CONTINUOUS FOOTING I I I \�� o Q z _ \ z jz I l_ e I I - - I I- O - wANCHOR HOOK BOLTS PER / \ CONTECH BRIDGECOR w C DESIGN BY CONTECH / CULVERT,DESIGNED BY O p r, APPROXIMATE(E)SOIL CONTECH < F- w ENGINEERED SOLUTIONS _GRADE. SEE CIVIL PLAN FOR o� ® P I ® 1 . APPROXIMATE(E)SOIL \ w � � ,.„._, GRADE. SEE CIVIL PLAN FOR `� Q H U / MORE INFORMATION- - I ®�� GINE � %. MORE INFORMATION - > ww ww - - E — —l- 2 4----41,/ � = err i - - -- - - - 8527. 7 + I 4 CULVERT — f 1 F. 4 ? C/ 0 1 w - - Li I I i •` .,,,., ‘,.. ,...,,,,, 50.1 f FOOTING — r—.-. — 1 \ 1 -- , -, , , . , J, , ".. ,. , sw-\, 1 \ • 4 � 4 _ .. \.,\\\-;-\-.--,,,‘ y �� '� 31, E �� so.1 \,Z, , a n 1 so.1 — - . , o,� I ��0 , � EDGE OF CONTINUOUS FOOTING t\�� I� �� "� 1 4Z•$\ti\\y��„\,_, \I\��\�\\�\/,\ \\\ \y\\ 1 4'20'2020 \,�\' .\\; Li,.,may L ROAD SURFACE(ELEV. PER CIVIL) t. J EXPIRES: 8/30/2021 45-0” (SPAN FROM INSIDE OF ARCH TO INSIDE OF ARCH-CONSTRUCT AND DIMENSION FOOTINGS ACCORDINGLY;DIMENSION TO BE VERIFIED WITH CIVIL PLANS- CONSULT WITH ENGINEER BEFORE CONSTRUCTION IF DIMENSIONS VARY) L L CULVERT OPENING L J DRAWING TITLE 11'-6" / / 45'-0"(VERIFY DIMENSION WITH CIVIL PLANS BEFORE CONSTRUCTION) FOUNDATION / / PLAN NOTE:IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS BETWEEN STRUCTURAL,CIVIL, AND CONTECH PLANS. ANY DISCREPANCY FOUND ENGINEER: DMH CHECKED BY: DMH CULVERT CROSSING BETWEEN THESE DRAWINGS SHALL BE REPORTED TO THE ENGINEER WHO SHALL CORRECT THE DISCREPANCY IN JOB NO. 2512 DRAWN BY: !TS 3SW RIVER TERRACE BOULEVARD ( 2" CULVERT ARCH SECTION WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY AND BEFORE CONTACTING THE DATE: 04-28-2020 SO.1 N.T.S. S�.� 1/4"- 1i-0" ENGINEER SHALL BE DONE AT THE CONTRACTOR'S RISK. - SHEET NUMBER so . ' W W I NOTES: A II !I = I- •:GI E TAro 6241��"' \ \� 1. SEE SHEET L2.05 LEGEND & NOTES TREE CANOPY I I6240- • 6105A ��`� �, I 2. SEE SHEET L2.06 FOR TREE CANOPY, �' ��A � c� SOIL VOLUMES - NOTES DETAILS AND e ir 41 6242- 6 39- I EXAMPLES. 0 116 120 121 kli tl'� /' 137 -z. 138 139 140 141 117 118 119 3. PLANTERS UNDER STREET TREES UNLESS 7,064 SF 122 101. `i��,l 9,128 SF Z 7,350 SF 7,350 SF 7,350 SF 6,269 SF6106 5,339 SF 5,315 SF 5,291 SF 6,317 SF 5,250 SF . OTHERWISE NOTED ARE TO BE SEEDED A7,291 SF /1I( � 6243- ,IM 6238- t� 0 I WITH GRASS SEED SUPREME MIX (LAWN). \It' VAL 0 SEE PLANT LEGEND AND GENERAL IIRR�sLEEVE I . PLANTING SHEETS FOR ADDITIONAL ' 587'=15 INFORMATION. 0 625'=16 XV Ix1K qt „ivO 0-- 0� 0_ . 0 - -- - - 4. A PERMANENT UNDERGROUND 6107 ® / �\ /��\� i�r�\� ,, , / \ Ai �■i;� � 'INI ��`,• � �`,i _ ,` M ILIMIMMiR �,,Illnl,'Al■// '�� i� , 6130�� X111 IRRIGATION SYSTEM WILL BE PROVIDED • \ �� 6 �!■1,i,'�,x>,_'r) WIIIIME. .111\%7•II1 ©I I I IMMIlI Q r�M.�!�=I��.1= MMIC ANI,♦. ..!ICIOW FOR ALL STREET TREE LAWN AREAS • TM 44.4 \'� `" ,r \ W w - - I Iw I I� -- - -- mw 7iw IN 5. ALL STREET TREES ARE TO BE INSTALLED .... ° ° Q N - - -_ --_ IN • 165TH AV ,UE - WITH A GEO TEXTILE ROOT CONTROL •.ee 2 \a-L� AIL � -�`� \- �O : I I AW. \p/� \ 0 �'� , . SYSTEM PER CITY OF TIGARD DETAIL 1 & Fr...............€1 ee. d - 6120 6119 ' 3 � 6140' 1 . • ISI j ul�, ,iIIM, ;SIM IC ER..= �IIM=ViiMME JI I �III� !� !� �! 'PAM= I� 2 SHEET L2.05. �,- �� _ ,� CIFIC COMMUNITY DESIG' la \v \___ w-\'-/ \�-/ \-/ Q-/ Q-�`II/ w-/ �-/ \-_ 6 12564 S A N ... __ _�� SEE CIVIL PLANS FOR TREE W Main Street Tigard, OR i � \ - IRR.SLEEVE _ ° �1 �I ILII U1-1 !_�� I PRESERVATION & REMOVAL PLAN. 97223 I I tf C Ali_ -�,��lisII "It ��1 ■ MI""i z, I■�I `� [T] 503-941-9484 • • 115 123 �/^6 27- 46226- 136 153 6337 6336I2STREET TREE LEGEND: 6,048SF 1i 6,783SF 6,783SF 1 , i 6SF 6,783 SF `:I41! iij yi il ��i - I _ - I ,0111i: \ 1ST SUBMITTAL: 01`14/2022 3 ,I KATSURA TREE . ILII II II O �� __ REVISIONS .1111 it ]■� 6338 A°6335- NO. DATE DESCRIPTION 114 IIII �1 • 0 lI%i�i�" %�A,�� 0 I YELLOWWOOD li 5,250 SF 124 h� 6228- Ai 101 .,5- 135 0 154 1 6339 I I 151 • l� 6 300 SF $ 1 63346,300 SF6,300 SF \1 6,300 SF , lib � '� i 41*'i �'. : .i 0 W_ AilP I I JUNE SNOW DOGWOOD 0 1278=32 0 ELL 1y1 6224- I�� ? Ili;. -�� 1 w I 6321 Irl 1A�� 0 �NI1 6340 >41‘ 6333 'E I� GOLDENRAIN TREE it .... 113 PI �I; 0 �I� i��i '91■1•, O I ,. SMI 7 350 SF 125 4� \ ,�6223- 134 155 �/li 1� 150 6230- ._-,_-...1A 5,250SF \i ! -•6 1i5,250SF 5,250SF ' 5,250SF DOVE TREE VEGETATED CORRIDOR Ø!6320 I. 0 `,=` 0 II IIMITIGATIONAREA �I•I' • `I ' ND AREA 6STA38rSEE PHASE I SHEET L3.01 't illi CANOPY: 7998 � - B CIVIL DRAWINGS m O In■I O Oh, ! FRONTIER ELMFOR ADDITIONAL INFORMATION I al rn '1 •• 1 �J 1 r 126 4 ,�I� ` 133 156 its. 6331. 14� ,�\ 6231 • �s_ 6221 �� / 6319 5,250 SF (IL_ A Z ailt 5,250 SF 5,250 SF �i��■' ��,� 5,25 F ` .� 112 ° /lel :J Vili r•` c, �' ,� 011-. ::::1 LINDEN SEE PHASE 1 m ��,6220-� 7350SF I � lW 111, 1. p 1. G, � AN, . Q1223=31II■Ir � ii • J 6317 127 111 6233- ��'�6219- 132 157 .0.11•11- r• 1� 6343 1E3296,300SF ieil 6,300SF N _ 6,300SF 6,300SF . '. IaP LAWN- SEED WITH GRASS levtace, I 4MrI , /I/•--ll 6234 s/ 0 Alli 0 Ibt, r., Ni-•I O . k, I J SEED SUPREME MIX SEE \I�•:;�/ / © 1257=32 �,� PLANT LEGEND FOR TYPE ,I �"" ` �/' 6z�- : 1E1 1Pk6328 ' AND QUANTITY SHEET 12.05 �� • - 111 �i1 �6235-7,350SF m / 1 /1 \wl� W Taylorl\/lorrison.6315 ��1 - O � .O .,�_== p W ♦♦♦♦ AREATOBEPLANTEDPERRIVER �/ 11 16345 1 6327 TERRACE BOULEVARD �� 3 =� 131 158 �� 147 • GUIDELINES. T . �� 12g „ /� .` . 'r,�„ �,,� LANDSCAPE DESIGN GUIDE S 0 ', / 6217- 5,250 SF 5,250 SF 1 1� 5,250 SF W 0 5,250 SF . _' ,I,' W 3 41 •\ I,II� ® I - • Amp, A SOUTH RIVER a; c I 0 6236} Ali . . . I III\i,� -� Jr W TREE CANOPY ZONE LINE _c -/ 1 � z . 0 6314 I ;� 1 114 6346 J PHASE LINE 0. �� 3 II �►!� �'-;1 0 V T E R RA C E r, 110 11 0 ILII 0 Ai��. 6347 i��1p6325 1_ M ., N 6 0/ 6313 8,103 SF 129 0 0 Iii 130 159 �ij 146r 6,258 SF 11 6,258 SF 6,258 SF ;,,,' ��I,! 6,258 SF ii AI IRR. _EEV Ig. PHASE 1111 11 o c41.1\ IIIII w� / ��i % \�/ \� �` ,. / SII/ \ p I ►6099 Iv S TE \ „ - 6095 6096 6097 6098:; ► I cc� I �'• N 609 W ' 609\411110159:Ww •,--- 11a --- ii . � iii A \ ,, Ire Mi. - 0 141 / , \ I +� k.# w Q� �v �� Lu \.♦.„, I A,. 6092 Ai, ,,',,J -,ll-_i!��`a,:�i�� p-'1 , ��s' //��IIi� /C'��I►n�i��i. /I�iIJ� if �1 1 ♦ �I ♦VIII►�..1 �,..►:"V- Io 4.�'1�!G:��' _i!j `;' ' ,!�'�_�� lim..ZWAW '_ _ '��i�t:��1►��t%I% � ► � 7 _J:iO I ,% _ 513 -) aM w M M /'-) • I . W W �'imilli 6366 ► 6354 C'' Kristina M.Koltavary E-y M o • N �/c rj� 7 6364 . . �.� 6350 �� '/'� / �� ' ) (e - r -, 63,= Q (rIMI /�� .i!►��r►� ( �I►�� .�._��ii1_ _4►�_�► _v ►4►�: _ %..1►�♦ �� % OREGON ,c4 ----- ) w - • MATCHLINE SEE SHEET - L1 .04 i. _ ��`j �` •*-- {' it IP 1��, /,<�! GL r IPE A:ik- w (2 i`�r ��►Z1►:rt��►�I�1af►Z�►.��a1 •� �1� ►��►��►T�ly�� ► ►`��1��*4/Z►:�-�!��y��!•��•T��I!�l►� ��\ /�I 80�w♦ - �.� �': 0 TREE CANOPY - PLANTING PLAN PHASE 2 & 3 ��'nins �m u � A TREE CANOPY M ire ourrAA ■miii •L „ Or �=M�p M,11No�ti 4: PLANTING _� , nom: ::: : :M= PLAN N _ IIa��. L lL�� !a!t`��o W l�� _��`� I'[�/I Y PROJECT NO.: 395-103 -0" 1 ro I '„'I",1'IM- TYPE: CONSTRUCTION o (OS LE'ON'a.D) 'aa s2139oa Aoa MS REVIEWED BY: KMK on C 3 R 0 as SCALE 0 40 0 20 40 M 314OFEET zl ■ I I 7 / ________ NOTES: �i /1�_ I I I I I I I I I i'' v■- " '' �, 1. SEE SHEET L2.05 FOR TREE CANOPY I ' 6204 _ �. IL �■■■■■■\�■■■■YYYY�■■■■■■� ��••/ w - - _- -� LEGEND & NOTES i ° III VEGETATED CORRIDOR MITIGATION AREA ■■■ TRACT HH =Z4Pr ==� - A - _ v.A 2. SEE SHEET L2.06 FOR TREE CANOPY, H- 1A- m . SEE PHASE I SHEET L3.01 3'1:) SF \.� i��;�i��;-i��_-�,,;;��„�� SOIL VOLUMES - NOTES, DETAILS AND 6205i it 6203 \\ MEM, FOREt CIVIL LDITIONIAL INFORMATION .... 1......E.........\\YYY-■YYYY► STAND HH-1 �i 0•� �� r• Vii/ �V, EXAMPLES. 252 � YYYYYYY _ ' ' ■■ 1.■II■■■■■■YY," AREA: 8,187 SF \ ,�77�♦t'''4 ILIE. \YYYLv��MEIME�■■■ 3. PLANTERS UNDER STREET TREES UNLESS 141 ►.�. /-4 3,420 SF ■■■■■■ ==.11--- .i■■■■ 1■■■■■■� CANOPY: 10 234 SF .��'�i'� 1=►\\"�i�========I II. i► ► OTHERWISE NOTED ARE TO BE SEEDED 6,269 SF 6206 6202 YYYY ■►. �YYYYY■■ WA■YYYY■►' 0 .■■��\Y■■YYYYY� WITH GRASS SEED SUPREME MIX (LAWN). ' ' ■■■■ STAND MM-1 =��i=====_ =====I /, + Ml===nom^=W ) I ME YEN AREA: 20,366 SF YYYYYYYYYYY \YYYYI ,_-� -i,' 251 {■VM■■■`. SEE PLANT LEGEND AND GENERAL t iii ■■■■■■■■■■■ `iii • -!� V===& PLANTING SHEETS FOR ADDITIONAL �i CANOPY: 25,458 SF 253 YYY YYYYYYYYYYY YYII■' �,.6142•♦; i/ 5,388 SF ',\ , INFORMATION. I II a 6201E _____ _m'sy - 1d • a 'Ilk E. IRR.SLEEVE_! 3,669 SF TRACT MM YYYYY ' 'Mgr \�. ® =MENEM. 4. A PERMANENT UNDERGROUND I\, ■■■■ ■■■■■ ■■■■■■ W 4 ' ,,,_■- o,�� YY ..........-Am............. itr,,,,,..-j1:00.*#-;tz7i's 250 �VYY. IRRIGATION SYSTEMWILL BE PROVIDED ■II��*j\ ly 6200 i iiiiiiiiiiiiii / �` !��' TREE BLVD 1 4'`,O I===. FOR ALL STREET TREE LAWN AREAS. YYYYYYYYYYYYY -�►�► ♦ AREA: 707 SF \ IMEllD0WA�_M / ! i_ 3,148 SF�� 254 ======i ====_ �l&SPiia \ O A�1` M ■ �_- YYYYYY� VYYYY 1 E$'4iVg CANOPY: 884 SF '" NEEMEME � 5. ALL STREET TREES ARE TO BE INSTALLED 3,531 SF =_____ ____ ��• 238 ` 0 �lElik WITH A GEO TEXTILE ROOT CONTROL - j. V i 6199 266 \ YYYYYYYY YY SA 5,478 SF O� \ N 249 SYSTEM PER CITY OF TIGARD DETAIL 1 & � \� 3307 SF ======t ■■ ��\ J` 3,149 SF 2 SHEET L2.05. 17J11/0 Awt • 6133 - ,• rr� / L� \'`i e ami !I�.� air, '� YYYYYYYI ■Y �. :.d'Os\ts\ 0 ■YY■► PACIFIC COMMUNITY DESIGN i�,�7/��■ ■■■■■■1 \■ �\■■■:_� Wim ��\ 6198 2556. SEE CIVIL PLANS FOR TREE 12564 SW Main Street Ti and OR 101 Y■■■■■■■■■ \' 248 WM& PRESERVATION & REMOVAL PLAN. 97223 g �= �,%' \ 3,370 SF ■■■■� / 3,150 SF \iii [T] 503-941-9484 265 V'% O'Y\` 62°' `. 3,307 SF MIMIYY ` 239 O!� �,, ��. �L�■� STREET TREE LEGEND \ " ___\ 3,136 SF ,\ 4" .� la, ,; �� 6197 152 �_�,.:�� 256 - 1ST SUBMITTAL: 01/14/2022 6,772 SF I■YY/r►�\6208 �� YY \ . \ 247 _■■„i �O 3,355 SF 264 = '' O ''3_, 3,940 SF ! �/ / .I o ■YY■1!\r\�,. O 240 , p dval■iY, ITAP I KATSURA TREE REVISIONS 482=12 3,010 SF �. • �� \ 6196 3,136 SF ' III ■ OS .de P or J i.iiiiiiw 6209263 �� NO. DATE DESCRIPTION . YELLOWWOOD ,`• 3,440 SF 2,800 SF 241 .. w .YYYYtI . 6210 6195 3,136 SF ts\ '�,� ,r TRACT II N 151REM .�� V 1 051 SF O \ O \i, W 6,300 SF YYMO■Yi 6211 - �►� 0 A �� \1�\ M==► _ 242 `8 , ( /� JUNE SNOW DOGWOOD V1 ==i=L - 13 � 6194 0 iii. , 3,5 885E 3,136 SF °\ I ma W /111111111 6212 \ * \ ::YYY■I � v\ a0�� G'la Ok GOLDENRAIN TREE ===I \ , i 6193 259 243 O� , U y 6213 3,504 SF e.. 3,136 SF � 4/ NH TRACT N �� Q 150 ■�- 6,954 SF 6192 260 ^ / \' '1 -__.-16'..1 DOVE TREE 5,250 SF IN (;A(‘ �; I ' �, lel �d� • 6214 3,159 SF 244 \ STAND N 1 �� - ,74 `�'1 lip 3,136 SF , I 1\ (116 iY�Wiii� A_ 6002 261 STAND BLVD-10 y o%AREA: 6,398 SF NIMOW'nn�w`w \ �� 6215 `-�♦�CANOPY: 7,998 SF �` ;1 �� 3,129 SF AREA: 1,295 SF �!�� , �� \ FRONTIER ELM aCANOPY: 1,619 SF r�r .� \ \�. I \ 6003 r- I STAND NN-1245 \ \1 AREA: 114613 SF 3,136 SF STAND BB 1 \ \ 141 142 1114:•\\ ~��;°� .NI1►_��-1i� AREA: �� ►� 262 �'� �� CANOPY: 143,266 SF CANOPY: 307,°564 SF ``� \\ GREENSPIRE LINDEN 5,25 F I 600 5,619 SF �►� �"� 5,960 SF �� ,`'► dylgr1� O ---- 0 1 \ : , ��i ��+�216 I �S. 6005 I'L NO' V. 246 __ AIW A \ 1_`1_■11 - /*/ O A■►r■■►i��_ gown, 4,003 SF dY� I■■�111t■YIY H �� -s,- ��s,�, gow �� x RED OAK �SZOINK_a 6000 �►♦ r4.% I 1223'=31 �■I \ s„ t,/ �♦ "� �. \ 7 VEGETATED CORRIDOR MITIGATION AREA_ �� SEE PHASE I SHEET L3.01i ,\ i - ___ ,148 143 I■I I■■IIMMEW P I►�M` :X01 \ � ` ��II■■��1��►-. �� 1/. I �4 B CIVIL DRAWINGS , �, / • � LAWN SEED WITH GRASS �� ievtace.,6,300 sF 5,300 sF = '�'I■Y��-�w l` �!' ��?j`*______-.��%. .'''+ .� I FOR ADDITIONAL INFORMATION .I ''1NYNI' SEED SUPREME MIX SEE ' m ��I■■�I�fi��►��\ .,, �.• •- �� I I I I I I I I I Wr _IA==� PLANT LEGEND FOR TYPE 'IAI 'YY■i■`a�'�!`►i�►�i iQ►� ��'' \�' /FAL TRACT BB ■I/III■Y■Y C► III==��..garL� /��,�♦� � ��s�A 17�� 32,671 sF > i■� AND QUANTITY- SHEET `2.05 o I6■YYI�■IY1��►■1,♦.,,�� !�� F�y iiI■ii• twiYY► TaylorMorrison. 0 0 c •II■■■..�■I■I,♦♦�\ STAND P-2 � ��k ILMMV M===W AREA TO BE PLANTED PER RIVER �I6Y■■YI■��C�■i!'7 / AREA: 1,413 SF 4�4��Vv STAND NN-2 �\YYYY1 'NEW' :YYYNw" 66'+'i'• TERRACE BOULEVARD 144 STAND P-1 lialitt4V �♦`� CANOPY: 1,766 SF Ar_4=1 AREA: 1,409 SF ■■■` .gym AY ' • LANDSCAPE DESIGN GUIDELINES. �1�♦♦1 �i. �'Vi�� CANOPY: 1,761 SF '\YYY■� \ �% _. 147 5,250 sF AREA: 8,558 SF �I 1��♦♦' �f� �j�.i�; I� ��15,250 SF CANOPY: 10,698 SF �„ :p*i�i�i! o �i� �!�►��1� \YYY\ �\ '// SOUTH RIVER ■ a\If,L,/ , / \ 2641 ► / TREE CANOPY ZONE LINE �, TRACT P ��,�" °� (inr2Re& � i i. . �E 3,993 SF 'I ♦♦. \�=��r►.A � / N \.;RAI I ■■■� ======► `i- . PHASE LINE �� 4.I* k� ,�� Yr..�..YYYY�v �/ T E R RA C E ��% STAND BLVD-9 ♦ ' l / M Y■I■YENEP- 0, STAND BLVD-7 I I AREA: 992 SF `♦:�� YYYY TRACT NN YY ' s iii= 105,061 SF =_\ 145 � el-_, 6103 AREA: 1,781 SF ' I CANOPY: 1 240 SF �� 8,4 0 146 8,356 SF 1=I�i'/ ;�:��I / CANOPY: 2,226 SF \��w �. �i/.��\� PHASE 2 6,258 SF �� s ��_°��/ ��'��, 6102 !/�ji �� Ig' ��. ��x04ttI,f��i� l;� I P _ STAND BLVD-8 Ni _ le . , At' �. 6368 \\\/ - \ / 1 / AREA: 1,198 SF i I��'�` •.e.�t,r I,.. �.�i►. /yam �� ' /� I� ,� r�� /e-• CANOPY: 1,598 SF ,rf m-� , � ��ZA -4N ri�_ .N_-41014.11% 4, --�♦��.!. tet.l 4`•s , -- .• ----:�i♦i�.�a`. I: ♦ �� S TER �d 6099 ji- dui i,,, 6101 ► v � /'�� /i�� 16361 �� I�� ►��%� , w I �� I i i,�,�11m r�i�� ►��,�A.�t.- 4��:♦♦ ill%- X ` , - , U.Ar I'V�`I7`a'\►`I�� AAAA, �t� ��r� 228 513 0 / `�/AIWASI�AZ-40��NW � -4 Az&, �♦�, �'►V'rZIPM, �►�ANEW '� � \\ S� 3,231 SF �� • 636 �.,►.', 3 1►�* /� �� V -fi t ' Kristina M.Koltavarip1�� \� ��\I�VSE II �- - - - �"IT- �� ,Avr� ,��.I��►. l oral -N.r�---�� m7A 229 % OREGON 4cr(ice . . 1r -. • NW 1" . �► --4 4��•�►�'"' �� ► � \ 0 751'=19� 1111 .. 1.�♦�A,�.►♦A /� A- -� _��♦ ��.♦.�` ��I /�.v:�.�/.^.!�. J �� `� �`�� '� 3,281 SF i i ��/.!�♦j_ ��i ,��i►i►�:V:.►i'" �■II _.'•HASE III >■! �� \ J',-, ti 1 vo8/o2 A3- . ��►��.'�i�r�.�� .�� '� ■■=r �� 6170 r �pE :� \jam-4,&-- ��►�� - ani.-::.,‘ 1 .ter 6172 _4 \ LL , r` - �.L �Ir art_-IL__..� L__��_I. �._ ET� a 'T ce ETM. �,��,� �.�,_ ,,,��.�Ar MATCHLINE SEE SHEET `1 .03, , ' 1- iii► __ Ir�t_1UYYIvv �•.►_�L�t�t;.!�-� ./4,�►� G„ 410,„, � w �� ► i l'i ► ��Zl�c� ��• r ��.�� 6173 ke\,,,,169 E ---.•��. .._.,�:.:.:,.:... _..,.�:.:.:._.__ _. � _.:.: ._ �I �■� PROPOSED AND PRESERVED TREE STANDS _ mmENE1PHASE 2 & 3 k \ L- -1.- A l oil m j w 1� �\ ,OVI.N ��'15 Mil 226 227 --- I I ��. 0 ,.m"- �� v MEI .UMW ._ 1 6174 - -.1.- ��. .�►�� _/-!��1Ab. ��I�%� V►�•�_► _il ��i � 4,273 SF 4,278 SF ME- �� ' / .� � _ �1�� . TRACT AA �-1 N168 _ _ _ _ _ 225 STAND AA-1 TRACT N TRACT P / TREE CANOPY 'ota- P ► 11.11V= .. ■ -"• �►�w 7. Iii...,/ 1 �- Y■■►. V I I 111 I ,� /,�r � �. ��.�•♦A: �..� ��w��/wL� �_• � 4,390 SF � � 5 T : ,,r ` ' T ,I-rd -,�'--w- N. , -I6293 ■I 7,454 SF AREA: 3 479 SF 6175 -3nN3AYHIS%MS `�, III/ STAND BLVD-6 ►.... ■■■r --� ii 4J . .JL.J�J►'�-�I�■r� X11/ CANOPY: 4,349 SF ,w■yiiiV \� TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY - _ �`, . I �0` AREA: 4 611 SF �\ (5/ ,,4,_ �, PLANTING 1■iiw�. T. Vi6167 AREA AREA m� \ ��Ni N ISTAND BLVD 5 M■ CANOPY: 5,764 SF IYYl%Yv �O. - '=1►� E'�� a.o - STAND BLVD-4 O 1.1 O II I "� 1 4iAREA: 4,814 SF II 6292 0 . O o�_�_ � \6176 PROPOSED 6,398 SF 7,998 SF 9,971 SF 12,464 SF -n,eawaaalaaniaM�' Q PLAN 0 188 AREA: 3,700 SF ■I 6,691 SF CANOPY: 4,625 SF CANOPY: 6,018 SF �1// \ it jj( I IIII\� \ TRACT MM TRACT HH LLJ SCALE TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY • ,m�I ��I Y 0 TREE CANOPY PLANTING PLAN 40 0 20 40 AREA AREA 3 PROJECT NO.: 395-103 TYPE: CONSTRUCTION 0 1 INCH = 40 FEET PROPOSED _ - 20,366 SF 25,458 SF 8,187 SF 10,234 SF L- (OS LE'ON')JaSa .D) 'a39oaACMms REVIEWED BY: KMK 3 TRACT NN TRACT BB os. TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY AREA AREA PROPOSED I 116,022 SF 145,028 SF 30,051 SF 37,564 SF , .. ti4/1". .41, z z_,,I__ / 231 PROPOSED AND PRESERVED TREE STANDS NOTES' • TRACT AA 1. SEE SHEET L2.05 FOR TREE CANOPY TOTAL AREA TREE CANOPY AREA LEGEND & NOTES , . 1- 2. SEE SHEET L2.06 FOR TREE CANOPY, PROPOSED 3,479 SF 4,349 Sr SOIL VOLUMES - NOTES, DETAILS AND >\ , EXAMPLES. TRACT T 3. PLANTERS UNDER STREET TREES UNLESS TOTAL AREA TREE CANOPY AREA OTHERWISE NOTED ARE TO BE SEEDED • < WITH GRASS SEED SUPREME MIX (LAWN). PROPOSED 6,825 SF 8,531 SF SEE PLANT LEGEND AND GENERAL 636 r -.63541WW635511 6356 Or '6357 ,r, , 6358 ...____----- IL .'.' . i i i i k \_[ >\ , L A.AWA A A A A A i A A A -- =193,281 SF \ \M===\ PLANTING SHEETS FOR ADDITIONAL ! ( V v v 4111AiaL#' <a- --1-", IMME. 1K" IIIIV •HASE III AW N MEL TRACT W INFORMATION. 41..4, .41-1---ifAiSW-Ciriliiiftve -... .4.,M." r" 'Wow w,.._ ---*.---_- -_Mfli=in'N" 'TP,' 12._ - \4$W 4, *, 6170 'mmt,' 6172 , \° .- MATCHLINE SEE SHEET - L1 .0 m .70 _ ' Mr TOTAL AREA TREE CANOPY AREA 4. A PERMANENT UNDERGROUND AM,R. ' 1=== IRRIGATION SYSTEM WILL BE PROVIDED A ii\ AIM\_ Min=Minn EanammEr.,74m 4,314gpme,, 'gm-- S \ 3,281 SF \\ viks. 1WIT i,k- - w. cla:.: leammemasotmwmatime -it4m-a W Jni 1 . 6173 k6169‘_ \ I== PROPOSED 40,631 SF 50,789 SF FOR ALL STREET TREE LAWN AREAS. Andra: R.ENNLiimb,ir R,41.1.VPIJEZEN' "" --- " ,..4EFlaw1_, 'glair' AR=E1 / \s 1.... \ 11 CAL. " .: i lr ..i. lailMIT " III.I. - - . .AMI\, ..fr.....,1,_ACI7121.1'St 1.1 226 227 mmw 4 jk , , 5. ALL STREET TREES ARE TO BE INSTALLED "I' ''-2<r4W1-41.511W0e--- - -<.1041... ';;;7014 M,a I i AO m; - `-Zi .i.iiir 4,273 SF 4,278 SF WV- 1 6174 \rm.- TRACT EE _.. ---- Ira , IlpIP! -IM6_ 'WU. r .41k lltrir‘wifik zliL•e"- I 1 225 STAND AA-1 *.p...., TRACT AA Adak ° ' 7"- .i ' ' \\168\ 3,281 SF \I= WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & la 4, 416., ...41111_111:4AFAMLIBF 1PAIrog!'•-ird iLl../ - 4,390 SF AMErgL,.. .„ ' 1.. TOTAL AREA TREE CANOPY AREA Pr\jiii:11 -ar A ''-rev-ir wd-li- Pr m tr _pi '- --.E■10 6293 1 STAND BLVD-6 7,454 SF AREA: 3,479 SF \ 6175 \* I= 2 SHEET L2.05. ..i mardiek...m...P.461ari ifir CANOPY: 4,349 SF ;MMENIMMENEMEN % ' ‘, 1 ' ' PACIFIC COMMUNITY DESIGN 1- 1 -m•mmunimir .,-.., AREA: 4,611 SF IM=Mil.'" W Itk ... Vii,6167 232 \ I PROPOSED 61 , 1 '12 SF 76,390 SF 6. SEE CIVIL PLANS FOR TREE 12564 SW Main Street Tigard, OR - 1 '..1 .•1•17 1 On I CANOPY: 5,764 SF 1=ENNAMEnr"r 46(4 s >\ '1 ' PRESERVATION & REMOVAL PLAN. 97223 1 188 STAND BLVD-4 AREA: 3,700 SF STAND BLVD-5 AREA: 4,814 SF ip 0 6292 1 ild 0 .\re ,,-- , 1 0 lall.% 6176 * 11;4166 3,281 SF 1 \ TRACT DD [T] 503-941-9484 6,691 SF CANOPY: 4,625 SF CANOPY: 6,018 SF 14r * m - \ STREET TREE LEGEND: TOTAL AREA TREE CANOPY AREA I .1 189 I 0 ..\ 233 __ I ee 10,629 SF ® 1 1 * MI 6177 it __- \ 3,281 SF PROPOSED , 4,801 SF 6,001 SF ,OW 1ST SUBMITTAL: 01/14/2022 I 1 . lir 6165 I , KATSURA TREE REVISIONS Al TRACT U TRACT X 435=110 . 6178 Alip 'a 1P, '‘,4)05 SF , 234 \ \ _____.---' NO. DATE DESCRIPTION TOTAL AREA TREE CANOPY AREA C YELLOWWOOD 1 187 Ve ili ikiiiiA VA \ 3,281 SF ,, 1,089 SF El 1 224 223 222 221 220 219 218 217 216 \6179 \WI 1PP \ PROPOSED 1 ,473 SF 1 ,841 SF v 111 3,534 SF 3,072 SF 3,072 SF 3,072 SF 3,072 SF 3,072 SF 3,072 SF 3,086 SF 7,214 SF A ,-,,, 6164 _ >\ , <<• -441 W°' \ \' , ------ 235 4r _1 ,.. 7*.P.' ® i ® \ \ v) A 6289 k, 6162_ li-4 3,281 SF (wA4.) JUNE SNOW DOGWOOD 111--W I «‘, 4, -1-,>-. lfr V 1 , 0673=17 0 0-er \ A GOLDENRAIN TREE 1 186 # 190 e 8,382 SF irit4Lm- 1,, \ 0 0 • 9 o .. o lige Aall-l"'----- i 6288- " ' ,AN . 1 \ -,-All-- 11--- 6303 ------- _,fmr,is630_2000 c:3 ‘, \14 \ 236 „ , 1,089 SF # ... 1,29-14.07:6295,441,12111.1:11, m xiv_.,mizliev,_ NtintrtjwIciiiiff63A01ii!sw t • iii. 6162 3,281 SF I \VA • 1 1 \ , 0 zlikAinfICrAtilk..)------N*41r7,41;08 .111._;,e009 AlrrL.0 VP' NAMw '• v II , , , , , 1 , A DOVE TREE / / , 1 , , 1 , , 1_ • w (f 6281 I LvIluj 0 0 Od 0 SW 16:T AVENUE 94 0 0 0 0 _ 6305 t 4 \ 1 , , , , 1 1RR.SLEEVE ..... 237 --6306 ,..., - _...., 630 ,_,. ilitir7;7..__-_- _ 1 I 6311 631101 6309 - 6308 3 it 6161 3,832 SF , , STAND T-1 41 I 1 I I 1 M lw FM/M/M WA M/1 , V,ME I 4///04114,1601,-- - -- -valor 10 T , • FRONTIER ELM I 185 AREA: 6,825 SF \ MR.SLEEV , s , ) ( 1 191 w 0 ID 11110 all - _ 63 -) /1\ CANOPY: 8,531 SF ''IT SL ' Ul ;'-il I iff '..1_,...iii%)p-•./ 7,023 SF 5,479 SF 4 lc IUM 6180 - Ags.. 1 ' lin__. GREENSPIRE LINDEN I _..a...._ AMIME . o 7,i‘ 0 • e Chi A ! .._ , 1 , 6282 i 6280 ii 6253 ti 205 ca A * 71756 Aft 111, 6252- 8,421 SF - 1 = 1 -11W /ME\ASEMINEMEM=1 11 r it -• 1, 1113i • ' W ! 1 Mum _ riM.MMM== ii _.._.•••_ /%0A_ NONSP ,4,44." 0 -- LU lir ' ri111111MMIPM111111111111rallill TRACT T 1111111111111=MENI\ Jul1 kird 211 212 213 214 215 0 vmlw.) Illv, II--- 1 Lu vi MIWAMMMM 4,464 SF =M MN" \ 0611 3,473 SF 3,040 SF 3,040 SF 3,040 SF 3,473 SF ii 6254 III 6181_ < 2 2 CL InAll MIMI ab. L._ x RED OAK •no. •EmPim•E. .1,,,,, 6283 l 0_ . TI"'"11==•1=M1v-- NW' 6279 10! C f ' 111111111sifilliMillib"IlligPUlli -<----_______-.), \YEMEN/ ri il. - ., it III- Al 11' 'M=Ilr' sim, 6251- 11====a========:, . - LAWN- SEED WITH GRASS Re.c,veA, ievtace, m- 184 10 6284 4174 0 805'=20 111 6255 ---,aramp 0 a 6182 ,T.,,.. ,,,,t-..wfil IVO SEED SUPREME MIX SEE 0 11 r 6278 IA/ "-MEW 1-1.1, gr- Pr-/Nimmue N • 5,646 SF ffil a, PLANT LEGEND FOR TYPE :I 192 SO -41' 1.A,i 0 6250 204 illio 7,637 SF 0 6285 ib-I3 10L 0 6183 0 I AND QUANTITY- SHEET L2.05 1 6,864 SF L.,r Amillienli TaylorMorrison. AREA TO BE PLANTED PER RIVER I- 1 r OA L-1 C i . w im Z 1 ° --'- C 111.0===iM=W ME_AIIIVW.A'" ARM__ • TERRACE BOULEVARD Lu , . a lAilliPAYMEW 111111W. iMEN .AMIhA IMMENYM • LANDSCAPE DESIGN GUIDELINES. miP il .„,\ g 1 . = _.1 g 6277 6256 IN 1111111111 AdMIIIIIIhigh 76262 . c c r inimrpr - ...--.T.,.......,.."/ Ai SOUTH RIVER _c LLI 0 c4 lOr A it LAO- P 6184 I i i i i ------C"ig a.; w >- T. 0 = ' AI= 0 * --- . . r 11 II I 6257 m p. 0 A.1 lirommr ____Im WATER QUALITY Et 'IMMAMMEN=I MIMI TREE CANOPY ZONE LINE -c 183 854=21 ® • EDL1) I• ir° 6276 Ell /FE INEMEMENAMMEr DETENTION FACILITY m--AMENIIMMEIMMEr E Z 8,220 SF it "MI E An1 I 6249 203 11E1111==== SEE POND DRAWING SET AND munawreims7 PHASE LINE \ Itmp,1 W210 209 208 207 206 amEEIEE CIVIL DRAWINGS FOR MEMMillE-_ TERRACE 6286 0 3,473 SF 3,040 SF 3,040 SF 3,040 SF 3,473 SF 0 ir i 6,867 SF 6185 .M==.1-11arliklopp, STAND EE-1 . L.) 6275 •, 41 I 0 - mmmm ADDITIONAL INFORMATION RIP14 pir 193 Ilfr 1) lir 1 j ' NI 111 6248 lot 1 1 - 1 1 1 I AREA: 52,315 SF c9 < 9,518 SF P..i_H.4,c)::), ITEE2n. , lir an 6virimm..., ,E1 1 ......ii omiggi CANOPY: 65,394 SF _ (-% 1 .1 \ cLL, ceLL J. ,2z.( 0122z - °I 6304 MIL; ° I ....:11;0.0 \x-0 1, 1 c ‘ASt t-' EllfillaMMERM: 1.... TRACT EE PF-Millrr IMENIEL , .., rm../6287 6186 -, II ___._ -0 II-5 iql111 kW VN\ rn AB AB , o po Nik , 11 JINX 66,713 SF Amainiimm .- A ..1 .41,. -1 /11.- 6247 \ -'' = railIPM=MIEV . .r ,=RM I ... F AMME 6260 202 6187 C III" ! PEENS, -s.-, R-4;6 ill( _,... 513 L, REMWM/ArikT MEW AA 41 6,220 SF x -- 8 '.L 111 / : w co SW 169TH AV U >LU LL,;111 4 o ‘1 o C 1 I .„,m.... .11 mil in a t-' Kristina M.Koltavary c)F--, 1 . 6188 lir „01 0 1....1 I I 6264 , bldlli / 6265 -6266 ---- --- IIIIV -,, 11 62_70 Er-- or 6271 6272 151" AllbS_ 'fir alit % iN . immm imorkommor, , ...r.,,,\wN, -269 -0 '' 0111-1.1i11111 ORHE/0G8/002 N ,‘,Gi /ANIII.VVII/lWrIMPJ ii 6273 6----_____ 4-6 ?, 119 ! 13- . 1....1 laPMEME..11FMOWNIMPANITIW"-`4 . , tie-'• NY ‘IMI to- & \, C il .1 IV Ammori-w- ---- Ium.v lp, AW LL,:; IMMEMEI 0 ® A...„1fror.,..AW---10, 0 0 0 New- 6189 InigliMMEMME/11 MENDSru " we') 201 IN 0 6245 i x _ STAND X-1 II , AFA 6,657 SF silanturs Any ‘ L,' 161111 I l . AREA: 1,473 SF 'MEW ‘I. .....,. • t7::' MEM CANOPY: 1,841 SF NI M Adall II AMI Eli 4 inzummw74r - -- 4 1,. 4. 71759 0 I, 6192_ 0 IONIIEZEMETAS2 IMAMMI 1111-W ,iri st ilnlilM= 'WA. •Al=1ML •===MIR STAND EE-2 PHASE 2 & 3 r7J1' IIIIRFAMOILENSiliti r7; M 11...1 AMIE, . or . r:, &Immo 194 195 196 = 197 198 199 l'-. TRACT X il 0 122 o 11 .. ..M====1 IIIIPAr v Ili\ (MENEM! AREA: 8,797 SF k ))1 1 111 1 1 fp CANOPY: 10,996 SF TREE CANOPY rn 6,318 SF 6,315 SF 6,136 SF • 6,226 SF 6,306 SF 6,500 SF ' INUA=====, MI=.11=MINIM===..1 j -3nN3AV H1S9l MS 0\0 ,-: 1'.42 ; II . 6191L IMMIMplilirAllc 1=======111=M _. I '1 • 11.4 r M=MENEMENESSERFAIMENI a -R-. 1 - rt AdMI\ . 200 PLANTING c.i 6244 0 E RA331S'„I Ill _ Almw IMIi - =====rilAmm! 1r .. . ..n ... MYSEI MENEM -.mem \I 11 9 11 r9 111•1111 r 6,754 SF ,agivii......iimiirmoommirmirimmgramm -.., 1111111•1111 IIIIIIirEE ! 1111\ IMMO\ AIIMIM. IlE111\Milai-M. . --'=\ :nil 1=Miris•- M=MIWAMEraiglimmEmmummaAlum iw- 1 < I MEMMEE, AEMilY. MENE. Ammumrmrimm A IMMEMb. AMMIMIL AlEMEMiiii 11 MIME 1k ,MEM.i k Byt , 11111111 :Eli IMMINvows.Widiwaunmemi-Eblassimmairirsmi . mig 3DVa31)J3A1 'AdwriiitiNWF 2 PLAN ?_ 0_1==11k Ailll MI=Lailib, ==MiM=Iiii0A1===1M===i1•16A sift- imm =IM=LA=\ 1== Iv ‘i4"" WmilMmemliSiiiliiii=="amffil=M1=1M m irrIJSTV f, 11....11.1 AMMINEMIMPAMPIMmumEmEm_simgrfsm.=•=masseimimmimmimisimumm...--_=im..1-..=.6-mmika..-a-. 6.-.w... 4 vmp S ME TRACT DD EMEMaiiiiiffirliinErAlp 7,177 * , > 01111W _2 TRACT w=mmamlirMliMMEM=MITI1WIMEMIM11111.imm=im....mmmmaimmoommmiillinopria_...drii•-,„ w' ,, Iw000wis .. .........., , .,,, ,. ... , ........„.,, It ' ie-,t-vird. w ,40ot_J., . •AgmmImm.imm. mr.=. .....mmarmasim -1: --ommia==.=.1 m....,,,,,,„ *la '04' M-M-- 1°378 SF mmwm•-ar.-.0, sammimmim,.Amimeimounnume ....pm.. ...._ ,... mimmv.m.Aaves_roe ........ -..-- ...,, --_,,,, 11111miiiimihmm W...A r A 41 1 immiimr ---. Iiii•Nli- INNENE..^ 1 islimm-mm-mi& -immammiW_.-WpMi=Ww" -' ....... ... . ........Mk,--isw. 1, ,AtEr.4„ PROJECT NO.: 395-103 ME=r MINERiV ' r PrirPr iMr TYPE: CONSTRUCTION 2 .WiMiNr =IMIV \-MiPi7 illilW MINII \UMW -miam..- -imirpr -- .... --mm....- 1 'MI IIP'' -....••••••- r, %',, ND IV-1 STAND W-2 STAND DD-1 L._ (OS LE ON'21.D) 'OH S2139011 AOI MS REVIEWED BY: KMK on 17,849 SF AREA: 12,782 SF AREA: 4,801 SF 2 10P1: 34,811 SF IL CANOPY: 15,978 SF CANOPY: 6,001 SF a as MP o 1 SCALE _ 2 3 40 0 20 40 _ Lt; 0 TREE CANOPY - PLANTING PLAN ; m m 1 INCH = 40 FEET .. L 1 • 03 ' _- -.= A M - z M m _I - iv% - �� . �/ M �J- .10,;),--------- M M M M. M �' I W -1-11‘r / �, 6366 W ' _ , _ _ _ _ 6350 ? 6351$ 63�� 52�� 6353 • �►.V • =►- STREET TREE LEGEND: NOTES: iii- Q �� 6363 V� �� 6364 �� /�� 1� X/�� . X �� '� �� I►.♦A\ Av ° i z .�� .11�� .,1►�� .I X l �• or,a a �� . _� w . 1. SEE SHEET L2.05 FOR TREE CANOPY �� - LU . - lam, � _ „ � 1 � KATSURA TREEAT LEGEND & NOTES HLINE SEE SHEETL1 .O1 . �- IL Illih � �IPr►�� II �� /'�,AI�"�L 11r � � 2. SEE SHEET L2.06 FOR TREE CANOPY, ,.�':-��..-i ►�� i�t41,24✓�� ►�►�N�' '� /V�,► ��.�►►i�•�i�� •i-�� •i�� ►��-�►� .� �/ � SOIL VOLUMES - NOTES, DETAILS AND :`�`_r4_2►_1►.�►_� A►��EIReli1 �.': 40, .SAA.! ��►��►N��I/�I►._AalL1►��-Ma76��w1KMFefr��apNAall */ *♦ 8 - - A'►:w��:v1Ma ° •.•• _�_1►_� ' 'P��V=r�l'w! / i '�; �t+.4.��► ',Aff 1P- 1F_ ,_ 1-MTW I IRR.SLEEV II.;; �`,_ - CYELLOWWOOD EXAMPLES. •••••••••••• ��►„ \ � ��_=��. =V�� &},I IRR_SLEEVE_ II_£, ;�` �,,J1��:�I;�=�.�= ��-.�•''�E� - i� -- ih; �- -, "��!�� `�ag ` _ i��• �ri��:�L �b- M_i7� i�► 0UI' �j.��.��i ► ,�_ 3. PLANTERS UNDER STREET TREES UNLESS .............................. ►� ••••• i1!��?IMELdwi - V!�� ' ' -� - JVIl�1,i ��V ��V�� •NII-rUrilmwt.:11;:111111:8:446. 4sigsiTRAE:N7AD: � .' OTHERWISE NOTED ARE TO BE SEEDED al is w m %n Ni E . , cm k•or- -. "NI IN " -, ,- 7. ' . �` JUNE SNOW DOGWOOD WITH GRASS SEED SUPREME MIX (LAWN). .��,-a. . , ' ::�` _EW"- �._�-�� ' 'r „ �/� SEE PLANT LEGEND AND GENERAL PHA - d r� ��. - � iii PLANTING SHEETS FOR ADDITIONAL am 1 pi 6091j STAND BLVD-2 INFORMATION. �' ':`O \_A!/ATI O169AREA: 2,028 SF 160 O'. 6070 6069STAND BLVD 1 170 ��/ I 1GOLDENRAIN TREE ,l�6043 �, � 6,267 SF CANOPY: 2,535 SF 6,063 SF Ili1iil \ '+girl 6,691 SF CANOP 4. A PERMANENT UNDERGROUND AREA: 4,711 SF 7,049 SF I�j�, I .4,___,,s 1 , ,. IRRIGATION SYSTEM WILL BE PROVIDED CAP OPY: 5,875 SF \•;i iI = STAND BLVD-3 ::_,� . I. O 930-23 AREA: 3,736 SF �� ■ FOR ALL STREET TREE LAWN AREAS. � ESI Aft -I .%-- - ►�I �" I-7i CANOPY: 4,670 SF PIS- �/ �. I i DOVE TREE 5. ALL STREET TREES ARE TO BE INSTALLED .I1(7� 6090 '�,1 6071 ,� 6068 • WITH A GEO TEXTILE ROOT CONTROL da^ire , 1 I II��I�I' 1079'= 27 ,...��, ��I�I I�Irr��c�1 . � O - © O O'�Iilj. ! Im! . SYSTEM PER CITY OF TIGARD DETAIL 1 & �1p 6044 j 71,11.'70 �a ' 2 SHEET L2.05. l �� i''ilm.:._--7.\! 1187 FRONTIER ELM`,/,��' ,i 168 161 072 I 6067 PACIFIC COMMUNITY DESIGN 171 I! 6089 6 210 SF I %1M1 I 089 SFFlail) �►■�I I 6,813 SF � 616✓ 6. SEE CIVIL PLANS FOR TREE 12564 SW Main Street Ti and OR 7,201 SF '�l'I,.r' `� „ PRESERVATION & REMOVAL PLAN. 97223 A i� M GREENSPIRE LINDEN [T] 503-941-9484 � \� �� AllWI!iw • 88 I• IilIb F 1ST SUBMITTAL: 01/14/2022 \ ;_! ,�_�!��I�I N., ,,.w.; .� r, �'O RED OAK w- 116046 ��' -'" 0 r 172 I 6087 167 162 ! 6074 .1 6065 q ,/! iI1, 6SF �� N E 5 389 SF -- I `/ l 6,717 SF 6,210 SF . I r1 / NO. DATE DESCRIPTION --,-- a 1101- 1; ti li LAWN- SEED WITH GRASS .,L1-4 '6�' N Ai �PS_ a I SEED SUPREME MIX SEE O�!�+ O w 3 i \ -'e PLANT LEGEND FOR TYPE � I��` oc O X1/1 AND UANTITY- SHEET L2.05 r' 6075 Q VEGETATED CORRIDOR MITIGATION AREA �IY�� O Illi - `� I SEE PHASE I SHEET L3.01 .i� �. o �II O 1grw! /•--�\0 AREA TO BE PLANTED PER RIVER 6048 ARI t�� TERRACE BOULEVARD $ CIVIL DRAWINGS 173 IllArri I oc \ 166 163 I 6064 1185 CANOI V♦�♦�♦�♦ FOR ADDITIONAL INFORMATION I 6,605 SF Alla ' 6085 I 7,023 SF LANDSCAPE DESIGN GUIDELINES. -- 6,370 SF 6,217 SF iii ■ lig _�I ■.,ISI_ ;�- I,II 3 ',,�I /''I,� 60 b I 606:1 or • i i i [ TREE CANOPY ZONE LINE 1■1 0 \ ggpr \I,��, 'I ■IIS:_•111111■Ilii!IIIII1■IIIIIIIIIIIII PHASE LINE 111 �`"'__`\ I ItIrmpliiip:'d 1 6049Ili ��i /lei I O ---0 6062 ��YY 174 �� I,%1�1 � = 5,702 SF I�,I A'I�irol ! 6077 ►�J mom 6084 165 I I \44417,/ 164 '\II or--6o �I' �I �� 1 �. STAND Q-1 ®�� O Iv. �� 1 7,354 SF 7,335 SF j ,!2�I-I I 184 rili O i�Il��'( O)11 5,18 SF w1 AREA: 3,039 SF �! \I�- WI CANOPY: 3,799 SF O � 0 c)I i I 175 • �` /� /�=\ /��\ A_\_ ES IIII,=1 5,537 SF I 6050 i� 6083 I_ 6082' '_ 608111_ 60Ep � 6079 6078 TRACT Q �� I=\ O �i w�-/ \�-/ ��/ \-/ \�/ �� ._ ��.1x.111 =_ \ IIw 6060 `r,044 SF .11.111k._,01-1TRACT R 1El1i 1 6051 i __ _ ._ALBANY TERRACE ___ ..t O I /` 1 ■a;�.■■ 1 I � �� !!3 10 0A O �`� \ -- v,�� 183 ��►�; ,,037 SF _ �:� �,�N�,,! _ , ,A-,;\o -• 60 4 6055 - A 6056 A; 6057-401 i.--v,y` /r 8,220 SFElpPROPOSED AND PRESERVED TREE STANDS ■ -- levtace, w. � J ,-!a/ 6007M,�m,�IPY, Il MAmm�YIi I��,� i 6059 WO N 605, \ i-Fr - _-_ 7M= 7�i 74 F los loom! QWVv �I o \.►��►_:--, TRACT STAND R-1 y`��i��-�0 0 AREA: 2,332 SF �-� TOTAL AREA TREE CANOPY AREA TaylorMorrison. CANOPY: 2,915 SF 176 I M 8,783 SF O 182 I _ PROPOSED - 3,039 SF 3,799 SF 178 179 180 181 8,351 SF I - TRACT R SOUTH RIVER IYYY■■■i. 177 5,319 SF 6,528 SF 6,662 SF 5,417 SF Lv illiiihimmmmmm. 6,249 SF - I N �� TOTAL AREA TREE CANOPY AREA _„ w r� TERRACE N .ii■i■ w ■i1 PROPOSED - 2,332 SF 2,915 SF `�- "■-■-■-■■ J �� • TRACTS PHASE 2 rrrrrrrrrrrrrr■•____1111__ ------- . r, ■YYY■■■■■■■■■■■■■■YYY■■■■■■Y■■YYYYYYYY■■■■■■■■■■■■■■YYYYY■■■■■■■■ U Yi • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I- 1I I TOTAL AREA TREE CANOPY AREA WATER QUALITY FACILITYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY a El GI S TER IL BY OTHERS =========================================== � YM PROPOSED 59,096 SF 73,870 SF �� 513 �° N 1111111111111111111 STANDS 1 UUUUUUHUUUUUUUUUUUUUUUUUUUU y 116 - •�" o • 3 ========== AREA: 59,096 SF ======== TRACT S ----------------- --- 1 U ■YYYYYYYYY CANOPY: 73,870 SF =YYYYYY 59,275 SF YYYYYYYYYYYYYYYYYWYY11 C' Kristina M.Koltavary O %Mil I I I OREGON a 11/08/02 �' LI, . /'iNUUVNUUUUNNNNUiNNUNNNNii1iIUilULLY `�pE Ag ■11111�11■■M ■111I ■IIIIP II11111rw1111!■tliMME!!1�MMER Y ■■y IMPom himha-li it / Lu ■■■■ u, ,. "-- vvYYYYYYYYYYYYYYYYYYYYYYY■Y■■■■■■ vv YY TRACT W H 10,I 378 SF\ N LOIM■■ ■■vvvvvvvv�=��!��w �rrr�r,r�...r�-�_ \YYYCVYY.��. ■■Em� PHASE 2 & 3 0 = .- ftw Cimino -.map- -mV- �V..' ��' w...�- ^ �- VIII I 3n I III I • TREE CANOPY L7, 0- 3- STAND 1 -3fIN3AVHI IMS , . 849 SF \ \�� N AREA: 7, N CANOP : 34,811 SF 3I1 \ �� PLANTING Cl- - , li • `:Ai,dJ = 2 PLAN - K No"TREE CANOPY - PLANTING PLAN R `- o >-0 W O IM PROJECT NO.: 395-103 c / TYPE: CONSTRUCTION ro oL_ (os E'ON WD) 'aa saa�oa ACM MS REVIEWED BY: KMK ., Or, C 3 R 0 SCALE O 3 40 0 20 40 �, a. "0 1 INCH = 40 FEET Ll . 04 zl STREET TREE PLANTING LEGEND NOTES: TREES DEEPROOT GREEN INFRASTRUCTURE, LLC SYMBOL STY. COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION 1. PLANTERS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). 101 MONTGOMERY STREET, SUITE 2850, \ SAN FRANCISCO, CA 94104 102 KATSURA TREE/ CERCIDIPHYLLUM JAPONICA: 1.5" CAL., B&B LAWN (SEEDED) INFO@DEEPROOT.COM TREE TIE (2) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. TEL: 415 781 9700 i �/ RATE: 8 LBS/1000 SQUARE FEET. GLAV. STEEL WIRE; LOSE 74 YELLOWWOOD / CLADRASTIS KENTUCKIA: 1.5" CAL., B&B TO ALLOW 4" OFF 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS 4111 MOVEMENT IN ALL 1 � ) 4 fif DIRECTIONS '� 24 JUNE SNOW DOGWOOD / CORNUS CONTROVERSA 'JUNE SNOW': 1.5" CAL., B&B 3. ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD MULCH AS SPECIFIED. le FINISH GRADE 006.7IPIF SURFACE PAVING OR UTILITY BOX. SEE DETAILS 1 & 2 SHEET L1.06 KEEP MULCH CLEAR OF Ilke TRUNK BASE. T / CUT AND REMOVE TWINE ' 77 GOLDENRAIN TREE / KOELREUTERIA PANICULATA: 1.5" CAL., B&B 4. ALL PLANTER STRIPS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING BURLAP, AND WIRE BASKET it SHOULD BE USED TO LOOSEN THE SOIL. 2"X2"X8' WOOD STAKES *I- FROM TOP AND SIDES OF SET OUTSIDE \• y 21 DOVE TREE/ DAVIDIA INVOLUCRATA: 1.5" CAL., B&B 5. BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED ROOTBALL ON i ' I ROOTBALL. li SHALE/CALCINE CLAY)AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND WINDWARD AXIS o 3' UNDER FIRST LIMBS OR 5' HIGH. STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. (REMOVE AFTER ONE WHICH EVER IS LOWEST. 13 RED OAK/ QUERCUS RUBRA: 1.5" CAL., B&B MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE YEAR) -� N NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING - m ' NOTE: ` RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE BACKFILL SOIL I1- i- 1. TIE BRIGHTLY COLORED ( 1 6 FRONTIER ELM / ULMUS 'FRONTIER': 1.5" CAL., B&B TO FINE GRADE. o I II0_ � �`0 wI 0 P.V.C. RIBBON ON WIRE irdi ce r r� = GUYS. (MIN. 1 PER GUY.) iip__ , , J = 2. IN LAWN AREAS CUT TREE 1:!•••••01411) i1 GREENSPIRE LINDEN /TILIA CORDATA GREENSPIRE : 1.5 CAL., B&B X 11„ III CIRCLE AT 12' RADIUS FROM PACIFIC COMMUNITY DESIGN 328 TOTAL TREES GENERAL NOTES: LANDSCAPE PLAN - TRUNK. 12564 SW Main Street Tigard, OR / DIAMETER OF 97223 GROUNDCOVER 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE ROOTBALL + 12" [T] 503-941-9484 SYMBOL QTY. SIZE AND DESCRIPTION: CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON \ LAWN (SEEDED) THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. TREE STAKING 1 38,476 SF 1ST SUBMITTAL: 01/14/2022 PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL RATE: 8 LBS/1000 SQUARE FEET. UNSATISFACTORY CONDITIONS HAVE RFFN CORRFCTFf) VERIFY I IMITS OF WORK BEFORE STARTING. SCALE: N.T.S 1 .05 REVISIONS �:�:�♦ AREA TO BE PLANTED PER - RIVER TERRACE 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. NO. DATE DESCRIPTION • BOULEVARD LANDSCAPE DESIGN GUIDELINES. 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. STREET TREES BY STREET FRONTAGES 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 0 625' / 40 = 16 TREES 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. DEEPROOT TREE ROOT BARRIER; © 1278' / 40 = 32 TREES STREET FRONTAGE IDENTIFIER UB24-2; INSTALL 2" BELOW CURB STAKES 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, GRADE (BOTH SIDES) TREE TIE pO 587' / 40 = 15 TREES FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 12 LINEAR FEET MIN. TREE TRUNK 0SIDEWALK MULCH O 1275' / 40 = 32 TREES 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS • I / / / / / / / / / /. .‘... / / / / / / / / / / 1 190'=5 ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED 1,---N.7 FO1223' / 40 = 31 TREES1 BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY a w LREQUIRED STREET TREEOF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERNN a •© 482' / 40 = 12 TREESQUANTITY LENGTH/40 >FRONTAGE LENGTH 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. z 0 N • o 0 854' / 40 = 21 TREES a 310. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING a 'OWN" OJ 805' / 40 = 20 TREES CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. • I / / / / / / / / / 01: / / / / / / / / / I O 673' / 40 = 17 TREES CURB 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST nGUTTER O 399 / 40 = 10 TREES TREE LOCATIONS. STREET /12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN 6 / OM 435 / 40 = 11 TREES - NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER I� NO 1079' / 40 = 27 TREES NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. X 12' / ReWeA, ieVtate, O 930' / 40 = 23 TREES13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. O 335 / 40 = 8 TREES TREE PLANTER AND BARRIER DETAIL TaylorMorrison. 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,TOTAL - 275 REQUIRED TREES BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. FOR TREES WITHIN RIGHT OF WAY 2 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. STATEMENT: SCALE. N.T.S 1 .05 SOUTH RIVER I KRISTINA KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND u SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE MANUAL. REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. E TERRACE °° KRISTINA KOLTAVARY M 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND REGISTERED LANDSCAPE ARCHITECT #513 N WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 0 N PHASE 2 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR c SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. .&�L S TE�� O L, 513 Lu .�. I'ol . o int'r' Kristina M.Koltavary C.) OREGON 0d, i iosio2 ��W -% 11/08/02 AR w LU cc 1- 1- Lu - 1- w Lu PHASE 2 & 3 J `" 0, TREE CANOPY M N PLANTING N Ni O N 0 LEGEND & NOTES 0 vl 0 PROJECT NO.: 395-103 (0N c TYPE: CONSTRUCTION J N. REVIEWED BY: KMK C c 3 m 0 0 M O U-, O' _M O L 1 • 0 5 _9- Z STANDARD COVERED SOIL VOLUME SPECIFICATIONS REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS: OPEN SOIL VOLUME=(PLANTER STRIP AREA+FRONT YARD AREA CONNECTED BY THE COVERED 1. PART 1. COVERED SOIL MATERIALS CONTINUOUS ROOT PATH)x SOIL DEPTH CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND PLANTER STRIP AREA=6 FEET X22 FEET=132 S.F. A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1 AREA CONNECTED BY CONTINUOUS ROOT PATH=4,000 S.F. :,, SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL I OPEN SOIL VOLUME=(132S.F+4000S.F.)x3'=12,396 C.F. 2. LOAM/ORGANIC TOPSOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE LIMIT SOIL(5FAVAILABLE COVERED SOIL VOLUME=(SIDEWALK WIDTH)x(SIDEWALK LENGTH)x(STRUCTURAL SOIL DEPTH) 3. SOIL BINDER SUCH AS "STABILIZER" EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. SOIL(50'RADIUS} ___ COVERED SOIL VOLUME=(61 x(3')x(3')=54 C.F. TREE'A' 4. WATER BUILDING i TOTAL SOIL VOLUME=OPEN SOIL VOLUME+COVERED SOIL VOLUME =12,396 C.F.+54 C.F:12,450 C.F. EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY �7 /� 12,450 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A STREET PART 2. PROPORTIONS OF COVERED SOIL MATERIALS THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL . /� TREE IN A 12'RIGHT OF WAY(500 C.F.)THEREFORE THIS SOIL VOLUME MEETS ;T. - ,. MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. // / CITY REQUIREMENTS. ,_.c;:,:,:7-r.,.;.;:,..::,44, A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION / t � :` , ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO // 711_Irr,,,>;.7:1;:ji 'CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND i E MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY 4 ,.. I;OF COVERED SOIL OF COVERED SOIL PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TOAi A. ,,KINSTALLATION. 1. - : ,.*TCRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS �` '` BLENDED SOIL PLACEMENT AND COMPACTION: / � ` 7''ry .� ;'.� : - '' ,' ` . LANDSCAPED FRONT fl t a TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD YARD / ii ` ,,,; 4 ;$.. y SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN (OPEN SOIL VOLUME) u 4,000 S.F. / , SOIL BINDER 13.7 CUBIC FEET 4 POUNDS LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2" I I z COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM '' LIMIT OF AVAILABLE j o s' SOIL(50'RADIUS) • Flog) WATER 1.6 GALLON 46 GALLONS DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR �;� OPEN SOIL VOLUME m OPEN SOIL VOLUME PACIFIC COMMUNITY DESIGN SPECIFIC BLENDED SOIL MIXES. �j // oLL `i w o CURB 12564 SW Main Street Tigard, OR IL+34' TREE LL 0 1 - 97223 B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER .,/i- `�� 0Fe [T] 503-941-9484 CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE l ROOT PATH COVERED SOIL l ��4111 � VOLUME(MINIMUM WIDTH 3') STREET 1 ma=r STREET DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED �% 9>_ SHALL j _ 1ST SUBMITTAL: 01/14/2022 BE DETERMINED DURING MIXING. 1 ROOT BARRIER PER -1117m11=111=111=111=111 III—_III—_III—III :a s °boy ° °y° F/, / � / IDEWALK MANUFACTURER'S SPECIFICATIONS o°o° °000•o°o°o o• 0 0 0 0'0 0 0' -1�1.=111-1 =111= ::°°°03' 0° •°°°°°° \ \ - —111-111-111-111-111-111—I REVISIONS I °O 0000 000•°00000°0 / / ~ • PART 3. COVERED SOIL MIXING PROCEDURES \ ° .. ° ° ° °' ° ° ° _ _ _ —I I IIII oq° ° ° � ° . ° ° ° ° /�\/� III I I-III-I I1=1 I 1=1 I 1=1 I I-1�' T SOIL VOLUME UNAVAILABLE TO -III-1 1 1—I 1 I I I it—I 11=1 I . 1 1 III 1 1 11 1 1-1 I—1 1 1—�'' \ BUILDING TREE'A'WHERE NO COVERED LANDSCAPED FRONT YARD —III-III—III— 1 111-111-111 111—I =111— 71 1 NO. DATE DESCRIPTION A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END SOIL VOLUME ROOT PATH (OPEN SOIL VOLUME) ��—,i, 11—I i1=111=1I =1II III ((— RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES \\� SIDEWALK MANUFROOT ACTURERRIER S MANUFACTURER'S SPECIFICATIONS THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND \\� II ROOT PATH COVERED SOIL VILUME DRAINAGE QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. \ 1 \\ 1--.—iz COMPACTEDSUBGRADE B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. \\ 10 RIGHTOFWAY�I N� - 12'RIGHT OF WAY C. ADD ALL OF THE TOPSOIL MATERIAL. ......."—CURB PROFILE LIMIT OF AVAILABLE SOIL(50'RADIUS) 1 _ ___ NO SCALE D. ADD THE SOIL BINDER. —T EXAMPLE SOIL VOLUME CALCULATION — STREET TREE DWG. NO. E. ADD HALF OF THE ESTIMATED WATER. PLAN APPENDIX 11 WITH ROOT PATH F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. G. MIX THE MATERIAL TOGETHER. H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY STREET TREE WITH ROOT PATH 1 111PjNil WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. J .06 SCALE: N.T. 1 S I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE ----LowtHai TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE MIXTURE. Ielt, Tevtace, II ROOT BARRIER PER TOTAL SOIL VOLUME CALCULATION FOR TREE'A': J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE MANUFACTURER'S (•�� TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE II it SPECIFICATIONS OPEN SOIL VOLUME=100'x 5'x 3'=1,500 C.F. �" DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. ' /7� COVERED SOIL VOLUME=0 C.F. PART 4. PLACEMENT OF COVERED SOIL /'/� ON TOTAL SOIL VOLUME=1,500 C.F. W TaylorMorrison. 0D. 1,500 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO 1 I II w i- STREET TREE IN AN 18'RIGHT OF WAY(800 C.F.)THEREFORE THIS NOT IJ SOIL VOLUME MEETS CITY REQUIREMENTS. 11111111k ce STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE z •��l W SOUTH RIVER PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL 0 TO o a DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. U LL LL LL .v � -E _____._-� g O Al o TREE'A' TERRACE B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE r b re M ARCHITECT i� / I T ': �a�;}y: - N AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS s CURB w 9 --7-;•1. /.-- , o INCORRECT m - ,I 18'RIGHT -' -' ,,'" N OF WAYft. .1 1ti .t'`t H M GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING o I a ,•'._r;- r I , -/�, - PHASE 2 U TREE'A' ¢ ,:r� ��• a �+� = PLACEMENT OF COVERED SOIL. - ; ..� o C. CONFIRM THAT THE SUB GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. 1111 � ,. ",s,� "( ' i ,riffr �L S TE SUB-GRADE `� r: ' f4_ hI ' X1 'r 4� ��O **STREET \ A , 513 w ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL kr ,` e`= CONSTRUCTION ,: _ = ' $ $ • 4 •�. o I-{ • �C!;''''=-%:- • � , ``3 DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL ANDv/ W �` ''=-%:- 1 STRIP PLANTER F0 Ilk t- Kristina M.KoltavaryE-, COMPACT TO THE REQUIRED SUB GRADE COMPACTION. I� z III OPEN SOIL VOLUME ] C1 o SIDEWALK OPEN SOIL cc o ROOT BARRIER PER MANUFACTURER'S ! OREGON D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH VOLUME z m I SPECIFICATIONS ��y 11/08/02 �'. N LIFT TO ° iii CURB `SPE IARCY THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT E �. , a LL EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. '(/ LL TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL iy,.1 ' - cew THAT y/1II SIDEWALK — ..... .• .F .‘,.•oni Es Rm.., .-- •i• WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE 1//�,II{ PHASE 2 & 3 :, OF O' V 74 IA joingons w o THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF -' 'I=I I I-1I1-111-111-111-1I1—III-3' I \�\\/ 1,?-71"'-"71"1271"71"_ _ _ 7, AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. g 1 I-1 I I—I 11-111-1 11-111-1 1 I-1 —I /\/ 1 111 111 I I-111-11 I-1 I TREE CANOPY 111—III IIIIIIIII111111_ ml 1IIIIII 111II1II Q '' 1!1-11 I=11 I=111-11 I-11 I=11 I111=1 I III 11 I I I—"- N E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY j III-III �III1111IIIII IIIIIII II I II I II I II I II II I'1 I I TREET PLANTING ON PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR N PLYWOOD. I II 18'RIGHT OF WAY 8 I� �I NOTES & DETAILS o COMPACTED SUBGRADE d DRAINAGE NO SCALE EXAMPLE SOIL VOLUME PLAN PROFILE CALCULATION — STREET TREE DWG. NO. WITH OPEN SOIL APPENDIX 11 PROJECT NO.: 395-103 N -0 TYPE: CONSTRUCTION rocJ o REVIEWED BY: KMK w 3 STREET TREE WITHOUT ROOT PATH 2 0 0 0 SCALE: N.T.S 1 .06 M 06 _4 Z I NOTES: *.. .... r 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, Et LEGEND. ....illggIL..------ 2. SEE SHEET L5.01-L5.11 FOR RIVER TERRACE BLVD SW CHETCO COURT IH PLANTING PLANS, DETAILS, NOTES, Et LEGEND. / \ I J 3. SEE SHEETS L3.01-L3.06 FOR OPEN SPACES PLANTING 0 . 287.0 TW PLANS, DETAILS, NOTES, & LEGEND. 287.0 FG LV = 4. SEE SHEET L4.01 L4.06 FOR CONSTRUCTION DETAILS. SW CAYENNE COURT 446' 0285.5 G "' 287.0 TW a., W 5. SEE CIVIL DRAWINGS FOR ROADWAY, PUBLIC 285.5 TW ®285.5 FG 'f'sr8, cwn SIDEWALK, Et CURB ELEVATIONS. 0 285.5 FG 286.0 G W RACT 5"76,. 9"P;'6 ®28 2875..05 TwFG 6. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS AND AREA DRAIN VERTICAL CONTROL. x1 = U 7. RETAINING WALLS ARE DIMENSIONED TO BACK OF © CULTURED STONE '41.---- WALL. L4.01 RETAINING WALLITh9g6„ 8. VERIFY HORIZONTAL AND VERTICAL LOCATION OF 0 . 285.5 TW\_______________ 285.5 FG 283.0 FG I WALLS (TOP AND BOTTOM) AND SURVEY STAKING 285.5 FG 2.5 WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. Plei:1 PACIFIC COMMUNITY DESIGN 9. THE PATH CENTERLINE IS FOR REFERENCE, 12564 SW Main Street Tigard, OR HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES 279.6 G �ogrib 281.5 TW 'Sfr ONLY. THE PATH CENTERLINE IS NOT TO BE 97223 INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE [T] 503-941-9484 `oo. 281.5 TW NOTED. N 42- ®279.3 FG 281.5 TW 1ST SUBMITTAL: 01/14/2022 ®279.0 FG 10. CONTOURS ARE SHOWN AT 1'AND 5' INTERVALS. '�o 0 9' o if.- :171.: ao. REVISIONS oa.° NO. DATE DESCRIPTION © CULTURED STONE oA. ° °'' L4.04 FREESTANDING WALL /4' 1.0' 28 279.5 FG BOULDER RETAINING WALL L4.03 L© © CULTURED STONE L4.04 FREESTANDING WALL / 283.75HP2825 1.0' TW 281.5 FG 283.0 TW rberio '��1V��'+ �69.282.0 FG280.5 TW rRio IOC 4• 281.0 FG Aft 282.0 TW ®279.0 FG >> �/ )))) IliriNI R95'-6" ♦ *elm. 6•. 0 N, 37%of JP \ e -� r-,1 40 6 ,1► 283.5 TW ��411111910. � 282.5 FG ACCENT BOULDERS 1'0)2882:255 G Ark 1.0, 281.5 TW L4.03 ildial 280.5 FG 2 .0' 280 5 TW� L15--- R.:we& ielthate / 27 CULTURED STONE4e .t._ ° FREESTANDING WALL A. ,,„. TaylorMorrison. ak,a°°' L4.04 oo°'e. CULTURED STONE © Ski /i FREESTANDING WALL L4.04 ®2$2.0 TW '"{i v 277.0 TW279.7 FG 282.0 TW ° '�'l/ SOUTH RIVER1.5)275.5 FG X51 ®279.9 FG F,Q v c e t /®282.0 TW V/ °*..1,6.. F� a, i \ 279.3 FG 4 - - 4cF TERRACE a, M R35' CONCRETE SLAB a e11111111111111 �/"' CONCRETE / LANDSCAPE 4CF�o I CONNECTION L4.01 4QPHASE 2 M 3 0' 277 0 TW TRACT "AA" fle. SH RECEPTICAL 1,1 5?/\ �S274.0 FG \ p S3 rN/ � )GlSTER)doOP � SEE CIVIL DRAWINGS FOR ADDITIONAL /- 513 /- e IL \ �� i. I / OVERLOOK WALL HEIGHT INFORMATION o 1 • G. {moi�.rdJV�• N 'S ,� /�3� / I© COORDINATE WALL HEIGHT TO M J V� 1 L4.04 L4.04 PROVIDE FOR DECK CLEARANCE. I �� i I t' Kristina M.Koltavary U 3 Q BENCH 9 z6 ) % OREGON I �� SCORE JOINT La.o1 41111111t, IIIII� J',-,, 11/08/02 (`iti� Lu O L4.01 ^ w -- - 7 a AE A.- _, \ g I ft W ce _ J � i_ _ � _ � : G VEGETATED CORRIDOR w w Nl Lh MITIGATION AREA l� 2 UJ- Lu a SEE PHASE 1 SHEET L3.01 } I i OPEN SPACE . Fr- LsT. . �''"% / AREA 6 0. 6 0 ' IN It L I.A% LAYOUT PLAN wor a SW PERTH ROAD u fir--4* E' 0 S-- ' i KEY MAPS % 76 PROJECT NO.: 395-103 V O TYPE: CONSTRUCTION 0 0 REVIEWED BY: KMK a T N = -\ / G 20 SCALE 10 20 6 OPEN SPACE: AREA 6 - LAYOUT PLAN 1INCH 20 FEET NOH 0 LINE & CURVE TABLE NOTES: NC7�TE: © 6 CULTURED STONE LINE # LENGTH BEARING 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLAY EQUIPMENT PER PROVIDED PLANS L4.01 L4.01 RETAINING WALL - SIMILAR PLAN, DETAILS, NOTES, Et LEGEND. INSTALLED BY CONTRACTOR ALL PLAY I ll C3 34.71' ' N28° 01' 10"E EQUIPMENT AND SURFACES TO MEET THE © TRASH RECEPTICAL PICNIC TABLE 4L4.02 2. SEE SHEET L5.01 L5.11 FOR RIVER TERRACE BLVD MINIMUM CPSC SAFETY REQUIREMENTS L4.02 C4 6.53' N47° 31' 34"E i PLANTING PLANS, DETAILS, NOTES, Et LEGEND. CONCRETE STAIRS WITHNM 2C5 6.29' N55° 03' 18"E 1 6 HANDRAILINGtaVII n29 CONCRETE / LANDSCAPE ♦ 3. SEE SHEETS L3.01-L3.06 FOR OPEN SPACES PLANTING 4.02 L4.02 fes CONNECTION 4 ,\ PLANS, DETAILS, NOTES, a LEGEND. C6 42.03' S86° 50' 57"W 8 WOODCHIP PLAY ill1`. L4.01 ` 4. SEE SHEET L4.01-L4.06 FOR CONSTRUCTION DETAILS. L4.01 SURFACE PATH CENTERLINE IS $ cp. FOR REFERENCE ONLY 5. SEE CIVIL DRAWINGS FOR ROADWAY, PUBLIC x`56 ��, ``�````` o ��WIRM.Wo� 0 SIDEWALK, a CURB ELEVATIONS. ©Q CULTURED STONE WALL / - ` ��' ' L4.01 L4.01 PLAY SURFACE ► 1 � 0 1%; ‘-- �\\�,f� EP: 0+42.03 /. © 6. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS AND �, ,; :\� SCORE JOINT AREA DRAIN VERTICAL CONTROL. 4 PLAY AREA \at`--'s9�\' ,moo, n2 ?� o pQ L4.03 CONCRETE CURB ,,� ;5‘"1:49,'_ `' ''s1 � `r w d 4" CONCRETE SIDEWALK 7. RETAINING WALLS ARE DIMENSIONED TO BACK OF �% �a L4.01 dink PLAY IT SAFE SIGN \�` ��°'pc a WALL. L4.02 b \ ' ''%-cl � STONE °' © 6 b " RETAINING WALL SIMILAR L4.01 L4.018. VERIFY HORIZONTAL AND VERTICAL LOCATION OF 8 4" PERFORATED PIPE 9h � `''L4.01 ; 4- CULTURED BENCH 9 WALLS (TOP AND BOTTOM) AND SURVEY STAKING �� EP: 0+47. I:Lei:0 L4.01 O WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. CI RAMP / © GUARDRAIL 6 4 PACIFIC COMMUNITY DESIGN CLEAN-OUT 4, �,' ADA ACCESSIBLE p. PLAY SURFACE L4.03 L4.03 L4.05 9. THE PATH CENTERLINE IS FOR REFERENCE, 12564 SW Main Street Tigard, OR SEE CIVIL DRAWINGS FOR WG o-. PCC• +41.25 HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES 97223 PLAY AREA DRAIN - ,h�QQ' PCC: 4.71 ONLY. THE PATH CENTERLINE IS NOT TO BE [T] 503-941-9484 DAYLIGHT AND CONNECTION O Rj INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE INTO STORM SYSTEM h .7,7J„ NOTED. BP. 0+00 00 / 0 1ST SUBMITTAL: 01/14/2022 or 4" CONCRETE SIDEWALK L4.01 10. CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. 0,,: REVISIONS LEGEND NO. DATE DESCRIPTION I 163--- EXISTING 1 FOOT CONTOURS _ � `� Op� -165- EXISTING 5 FOOT CONTOURS �.S� \ 163 PROPOSED 1 FOOT CONTOURS ��p Q‹ / 165 PROPOSED 5 FOOT CONTOURS I5 FUTURE CONDOMINIUM SITE N1 TC = TOP OF CURB N 0 TS = TOP OF STAIR SI- /W BS = BOTTOM OF STAIR L2j AD = AREA DRAIN illrigill N / TW = TOP OF WALL W I BW = BOTTOM OF WALL J FA' = XXX.XX = PROPOSED GRADE QU I (XXX.XX) = EXISTING GRADE 0 OPEN SPACE: AREA 7 - LAYOUT PLAN R./Vex -Pt/tate , _, , , , , __, , \ , , 2 , , ., _ TaylorMorrison. i 9 \ \ ice `� 2 \ \\ \ \I ,- _- \\\\ - SOUTH RIVER ®295.5 TW \ i NM t 293.0 FG \ a \ 1 \ �' 295.50 TW \ lit T, ,- \ 295.0 TW 295.09 SWIl 295.50 FG 297 F. u 298 ®292.5 FGL ,______296 298 � T E R RA C E 94.7 �"�.,�- -��'�_ _ _ �-_.295.0 TW \ \ / 9 ' E - - -� 292.5 FG SW/F ' \ \2g 1,9 �� t3 �\10, 95.03 \\ s ,�� _ 94.69 TS `�� 295.50 TW N � � �_ \ 292.7 TW'20 FG. �, ��294.72 FG \�� /�\ PHASE 2 _ ® ��`� 295.03 SW/PT 296.38 294• rn \ M 291.5 11._..12.,,•-" % 297.12 / N \ \ 0 C / N 290.2 BS `�`````�, ,.�� / 297.0 / \ ro �� I \ �'� , 5.24 SW/P�r 296 88 \` �� GI S TE � o \ 294.79 SW �� \ '6.2� / rn \\ I �' N 292.70 TW 295.0 TW Arcr�� 295 05 SW CV Q d 513 _ r ®290.20 FG \�290.2 FG i 294.86 SW ,.--, / •s \ e IL `'Co 290 20 FG �v 295.0 F 295.0 W ch , - •!-.1 • _ 11 _ 7.9SG ac. 1�0.2pT 2902 FG 92.7 TW � 29 W � � Y 970SW IllKristina M.Koltavar 292 5 FG O /: W _ 90.20 TC / �` z OREGON U i 290.20 TC ,��292.70 TW �2 ,n J.' 11/08/02 11/08/02 �� a / 292.50 FG 1 AllenvNEWm 290.17Lu N . J -ooto 2� .� 292.70 TW p 1 a 290.20 TC ®290.20 FG rn a w ,. 41110 c9° N \ I WIfa 290.07 W I _ J r2 L _ J 3 __ `2 N / o L A - OPEN SPACE Z _ _ e9 w olmi nix i - _ 287 \,N\ \ \ �� o II � 111!„,,,� - ___ N0 Al-PI �� AREA 7 6 - ir' \ / iii!ri N N �� /AN zss.5 / \ wr LAYOUT PLAN -, ;88� 3 \/o /,A t 2 86\ / _ \ & GRADING PLAN a _ N ' ' PERTH ROAD 4 a �v �`� 1� ri E • P� v 4 �� '�, '/ N �'.Ov /� ' ' � ' KEY MAPr , 76 ��\` / /<c,c4:e- / 1 PROJECT NO.: 395-103 \W / Q(c / \� � T` \ ` TYPE: CONSTRUCTION 0 / REVIEWED BY: KMK N �j / �� FUTURE CONDOMINIUM SITE a• - , -_- �� • \ /- `-= \ 01 SCALE Tc., 0 \c�\�\ \ A \ �� (i)20 0 10 20 u d- . 0 2 LOPEN SPACE: AREA 7 - GRADING PLAN 1INC= 20 FEET L2 . 02 N 0 6 NOTES: VEGETATED CORRIDOR F/i 1. SEE SHEETS L3.06 FOR PLANTING DETAILS. It, MITIGATION AREA „A� 2. SEE SHEET L3.06 FOR NOTES Et LEGEND. tlr� C) i�,uty SEE PHASE 1 SHEET L3.01 - 1I 3. SEE SHEETS L2.01 L2.02 FOR OPEN SPACE AND E �(� ROUNDABOUT LAYOUT PLANS. 'w 'i '9� 4. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING 00,40 fike, 790DSF �� PLANS. �fdrxSC1 d _ 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN V;6 �et �� AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE lk IRRIGATION DRAWING. 0 6. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. '".-- '1 . , . ,„.- 7. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ligII ELECTRICAL SERVICE TO BEA MOBILE HOME STAB IN. 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN WOO Orb FUTURE NEIGHBORHOOD LAWN AREAS. • � PARK BY OTHERS - - l .,- . Friel) I> y 1 1 C TRACT "F" SEE NEIGHBORHOOD PARK - - PACIFIC COMMUNITY DESIGN "iwtop�� DRAWING SET FOR PLANTING - - - 12564 SW Math Street Tigard, OR �� •,., WATER QUALITY97223 �I FACILITY PLAN AND LEGEND [T] 503-941-9484 40 SWGR 111 214 SF I BY OTHERS 0 �' 11111-1 / j „ -.-- -:-.:1'‘-- ,_ ; _ 1ST SUBMITTAL: 01/14/2022 4111 0 01 / '' REVISIONS �/ NO. DATE DESCRIPTION Itt 1 IN E i0-: 4 11 TRS • `SII 1 11/0 /'4 WOODCHIP TRAIL --'1113.4111(: 'A gj; �I �� UNDER DIFFERENT CONTRACT �:�,: 6,10f/ LOCATION MAY VARY FIELD VERIFY _ UPLD ��- ��,;il r. . SEE NEIGHBORHOOD PARK DRAWING 6,155 SF SET, SHEET L1.01 FOR ADDITIONAL �,�.� ' 1 I �� INFORMATION ;`I)M:,■, i CO/ 41) 24,058 SF / itt6. lit a7 e III ii„ IVO/ �, t V I 16 - _ .9010 !�' �► :vb '0.' ReweA, ievtace, o -- lItit ' is) :til V a M _ ° TaylorMorrison. Q 105 BFES �, _ , OjI Z 205 SF I I,. E-. ' a, . ,_ `w, V �� PASSIVE NATURE ACTIVITY AREA �� °� SOUTH RIVER `� �'/ UNDER SEPARATE CONTRACT - X10, %�; p ]�� LOCATION MAY VARY, FIELD VERIFY x '10 111I ,�/ SEE NEIGHBORHOOD PARK DRAWING �, rY e1 �LI] SET SHEET L1.01 FOR ADDITIONAL ��/% TERRACE .1 ../, INFORMATION �' Ngr 4 � ., ./� PHASE 2 c Vii.* r • pg,, `j ✓ ISTE M 5 ► - e I f 513 wqJ til 1 '''”- IL o�{ oM� 6-2? (�� r—' Kristina M.Koltavar �� D ;14 �■1 ONO r, iiiiiii ,., OREGON 11/08/02 A, , 1,300,,/ )4 ‘,0%,N, z �1-% -‹ ,/,'�%/,� m w� AE Ag LIII- Z 1040 73 W �LU W �� 1111. n ce o �,� 57 OPEN SPACE l os M , �Efj�,I/, In Ztt- 0 t..) ��.-r, �� AREA 1 10 II III %iv N10 ii PLANTING PLAN a �I��, PERTH ROAD •�� v Vic• ly�i,, birtI KEY MAP Q , . ' �.11 mm• mm• mm• atm*/ MATCHLINE SEE SHEET L3.02- AREA 2 �I J PROJECT No.: 395-103 TYPE: CONSTRUCTION CD .ti / REVIEWED BY: KMK os o I 1 SCALE _) : IP.. (;)20 0 10 20 0 OPEN SPACE: AREA 1- PLANTING PLAN 1INC= 20 FEET L ) . 015,_Z N 460, ; � ____ . NOTES: ,LOCO idtli .ii oi1 I 1. SEE SHEETS L3.06 FOR PLANTING DETAILS. ar.1 MATCHLINE SEE SHEET L3.01 -AREA 1 1 -�► �' //f ' -_ot..‘,4v ZI W 2. SEE SHEET L3.06 FOR NOTES Et LEGEND. �; MATCHLINE SEE SHEET L3.02-AREA 2 ��do itfai 107 THAI 10,154 SF A ►��C+ 7. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. 41'1! III 41 ELECTRICAL SERVICE TO BEA MOBILE HOME STAB IN. ' �' � 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN UPLD C LAWN AREAS. *ill r,,, 16 977 SF � '� KCCI FLIIIqIIIIII) i ►� �� . 1t IFF\ PACIFIC COMMUNITY DESIGN d� 1 ►�,/' �b 12564 SW Main Street Tigard, OR ` ��► �� 97223 1 1 ► .-. WOODCHIP TRAIL )I Q� 4 4 [T] 503-941-9484 � I -130 � � UNDER DIFFERENT CONTRACT -130 4 , , LOCATION MAY VARY, FIELD VERIFY 63 THAI a �� "►,\ p.� SEE NEIGHBORHOOD PARK DRAWING 124 SF ., O 1�O SET, SHEET L1.01 FOR ADDITIONAL 111 1ST SUBMITTAL: 01/14/2022 QO► INFORMATION � -�� REVISIONS I ► . � rip . Oil ACS 4, !� NO. DATE DESCRIPTION II - - 1.- I) L' �I 1 a u t1 + 1 1 1 ••I 1-11 — — --, --4111-V‘ 41-11-1* ��i J� o�� Ivove�000ao ' ; s�r �''>aoeo� � �,��,wriootl o�.,eooe e / r .#401410 �� a gill lu�i p�gill ��i 1h' 'C1l` - PASSIVE NATURE ACTIVITY AREA y_ 11'11 I`■ MA s - .lot__,. ,,fC' UNDER SEPARATE CONTRACT Fl I„;- ora 24 TH !eoP 1;, LOCATION MAY VARY FIELD VERIFY L.rte SEE NEIGHBORHOOD PARK DRAWING 46 " �,I 0atiA0 SET, SHEET L1.01 FOR ADDITIONAL `I kieINFORMATION 1 Ail � ! / M tiAlicpi o Rig , r - ilOt a / M 2 R r 0 8 SWG 1243 0 150 SF � �I Li NCO r .; Itord I 440 w til `' � � ��'� 0 tip ,' 0. _ ,% ' Riff .0 >- it ir ,-.% - pa —I 4R:Lvelt, iehhace, � '!4 D TaylorMorrison. _w/% Ire TRACT ..W.' M bz 40SWGR 'y''' rn SOUTH RIVER . or, _. 6A 214 SF 11 TERRACE M t. COQ e N � / N otio . til PHASE 2 ay% Ni <^. O � � : N� CSZ S TEk _...0,)„,07.6, .ttl1rIRACTWU 6)/ 4 513 c "CPO -, /14t IL r" •,.....,z,.... --',-"-- -I rKrtinaM.KoltavaryN I o'ill I ��= 109 BFES V ‘...) F loolin iiimmi _Z te- _� v�4 pE pskcY LL (4, , Rolk .7., , r , 11_ EMI d 1 0 Do r__.. i _ r -, um ,„ ;5 3 A, w 416 . 'a- �.at -�, / 1 In! j!%-%■ �� tuj �IIr��s OPEN SPACE M ��. �� ' � /%41414141AA,%, �� 40 110 , !� %c/'s■�i1 �� cis ' 6 „�>`� - � SW DEVLIN COURT s Q N ��► ;; { `: ' �:�aWA / AREA 2 & 3 Ni1kIL -7 'ANN '1 , ,;�� 1 /%"'%%, PLANTING PLAN a , �/��! k ��i-I111% 111111 NMI .PERTH ROAD/ ,� CU ci, mal rrircf QKEY MA i` + , _. 1 wl MATCHLINE SEE SHEET L3.02-AREA 3 NV Q I PROJECT NO.: 395-103 u NOM MO* MATCHLINE SEE SHEET L3.03-AREA 4 c I TYPE: CONSTRUCTION ro N. meid -0 ___5 `1 REVIEWED BY: KMK !�'CO > 111 BFES --_=t os rn 217 SF /-_-_ 10 SCALE 0 1 . _-40 (;)20 0 10 20 rls 0 OPEN SPACE: AREA 2 - PLANTING PLANLn '11Pm 1 m m 2 E � Z Q OPEN SPACE: AREA 3 - PLANTING PLAN ,_ 3 • n •r SW RUBICON LANE _ NOTES: rata :a: v�1? MATCHLINE SEE SHEET L3.02-AREA 3 179 STRW �, — 618 SF 6. / 1. SEE SHEETS L3.06 FOR PLANTING DETAILS. \[��GI'OG1i,III�i►�-►%O►Ii�i\GIT►\11�R►\�►►�►�►\0��►�►��w®'�� - `%1 t.%.... - __ 1i ��dillik/ � , -- A W*��iI; �A�-� •�E r•• ��rifiliWpriirOW101115#mmlaramw .. 2. SEE SHEET L3.06 FOR NOTES Et LEGEND. Ir �`1 ` � -�' 'A �eatil�/y!`� / / e�S/�a �f' 3. SEE SHEETS L2.01 L2.02 FOR OPEN SPACE AND ___�Ara raj__` \ `,/ �� ..... \ ROUNDABOUT LAYOUT PLANS. 111 BFES tiro �� , \ I, ,.....-- 217 217 SF Pa' = LAWN 4. SEE SHEET L1.01 L1.06 FOR STREET TREE PLANTING ?\<-===-40A\ woe I --� —400 Uri ,►,� 1,355 SF ````````` PLANS. _- - _ LAWN -7I !v�0!� �i� = _ � T �' 786 SF . ,= �� ,F0WTAey•� 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN �� AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE - ��I O Ot�1', TRACT 'N' lir?' w ^� i �� oft"; . .iy N� kt, �1►_+0 IRRIGATION DRAWING. rail \ gee f�� 6. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. �fotti‘l' .�� e-, +�:::. -=TRACT „W,. �- K - �ealb..'s❖.❖.❖se--; /-,. dmor FI•• `� F.11 ❖.❖.❖.❖.••�% 7. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. __---tea �-_,� � �-�= irkio-��. .��,:= \ ` �`•�• ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. cifj 11* 15 _ �005aii•••.• IA 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN 4114TPTONIS)M PPP 4.0 v'� 4e...... LAWN AREAS. �D�' 'e •��'' 78 SEDC C 1:Lioi:) CO d ♦ , .i .. i 421 SF PQ,1 �—,�j�q�i��-� � ,�741.41,flai.;», r•�•�•,•,., PACIFIC COMMUNITY DESIGN W � Ong W ' e ;?•"' _w, 0- 12564 SW Main Street Tigard, OR �lP SVv 97223 Millir0 145 BFES � � � j [T] 503-941-9484 \iøØ%i 1�C� ;�i� 1ST SUBMITTAL: 01/14/2022 D � v, 411111t&iii. " REVISIONS PlatC&O 41Ea ! NO. DATE DESCRIPTION o Ofo ; '' 6 OPEN SPACE: AREA 6 - PLANTING PLAN , go mill rn ki00:=4 o ',4 ,r lirAW'7.Wall Li SW PERTH ROAD 145 BFES !' 283 SF a a_ �� a _ ,.. 1 4 "- -IP C�7 _ KO STAIRS O d Ind SEE CIVIL DRAWINGS 404:3)-N go 11PjNil Oi/4#011 WOP Pr o elit/ i ited 41 4 *4' .. . /cid .....,t, tv ...._,.., I %)r' r117°0 kri "la* 0 0 til i881(9 8 DAYL xd - 0 1 42 SF 0��00 � %il 41 QAVATehhate, (00 *a 14 DAYL •o°o' +eS ID, 74 SF �� O 2" IRRIGATION METER TaylorMorrison. :% ': wi,„lo WITH 2" SERVICE-HOA . ° . 11b I40 52 BFES ”' �"�� SOUTH RIVER 102 SF __= ' __) tki WATER QUALITY Et �I DETENTION FACILITY o ► SEE POND DRAWING SET SW YARRA LANE TERRACE M • AND CIVIL DRAWINGS Q,�' FOR ADDITIONAL PHASE 2 M 041 INFORMATION -, ti eld 0 OPEN SPACE: AREA 5 - PLANTING PLAN M r' ;. AGI S TERM o � M ' � IG�i; O " d (#e 513 � 4 I c�. �'o13 • L,., Ilr.A � l (�� r Kristina M.Koltavary 611 41 BON o I w___-- IC) J' R iosioz fel mAE Ag w I ��' ri ., II a z PIP W �CI- LA CL l __ N, M `/ > I o � A Pr',,ice% OPEN SPACE 89 THAI ri � I 173 SF �I r� N I l I %% j N rim '—� /t /% %// AREAS 4-6 n IIi, o i PLANTING PLAN j j/�� PERTH ROAD/ ...../4 0' i �� AI 40 1/% KEY MA � ,:�►�► / PROJECT NO.: 395-103 :MI TYPE: CONSTRUCTION ro N 41b REVIEWED BY: KMK r SCALE _ 20 0 10 20 m m 1) c` — — — 1 4 OPEN SPACE: AREA 4 - PLANTING PLAN 1 INCH = 20 FEET L3 • O3 z ----- II SW CHETCO COURT NOTES: \ 104 STRW 181 SEDG i 359 SF 980 SF 1. SEE SHEETS L3.06 FOR PLANTING DETAILS. �" IRRIGATION METER WITH �� p��wT_ «.��'_%� �� :'ice '•'•'•'•':r' 2. SEE SHEET L3.06 FOR NOTES as t LEGEND. Ail' 110-111. SW CAYENNE COURT 2" SERVICE-CITY OF TIGARD = � �� _�41 �if� ��•$$:❖ 33 iv s\ =a' I � c:: :� / \.h.�r. ••ii�••iii• it � ��\ \ \ ��,��1 � �� _ �•�. � -��...,.,❖.❖.•� � ., � 3SEE SHEETSL2.01-L2.02FOROPENSPACEANDf �\ �� .114,7‘47::::4),E,1 ::4 \'� ''♦I/,........................ ;;�F� 9/E ROUNDABOUT LAYOUT PLANS. I i to. 11`i 1 1r., .•••••••••••••••........C- 18° ` �,�� : oe�re;6 1 s�/'�� att:os % t\- 4. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING .. II MIK Gtr` ilk'I�F�y.�...... .�' ,+�'`� � r PLANS. f. •••••,.........mss ................................ 4 • 439 BFES I� I 'p •y❖•,.❖.❖.❖.❖.❖.❖.•.........y.,,. ...❖.❖.❖.❖.❖.❖i:.•.�.❖.s❖.❖.❖.❖.s�•,� �: ., - .•••••••••••••••••••••••••••••••••••••••••••,•......• 858 SF 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN 'p �:� � �� .....................,... .._•.-- ��',��'- �►_��1 AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE �)eN �,, •�"SSWAS: �� ` IRRIGATION DRAWING. lip f L: s / 6. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. (..1 -_-_-__-__-__-__:::::_:_,__,====_:„_-__\VI \W G ___ 7. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 'L 286 BFES '17-r 559 SF 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. °oo. °° PACIFIC COMMUNITY DESIGN o' ......°' o °. FlIllqIIIIIIII) 12564 SW Main Street Tigard, OR 97223 "' [T] 503-941-9484 °` a. .o .° ° 1ST SUBMITTAL: 01/14/2022 REVISIONS NO. DATE DESCRIPTION V1 ON 101160.. 00 40. # tycl 4 m �. r11 PG \11 _ i)i,, \\•°...... °ao. o' 53 STRW 4111.ow- j 1 k 1141.1.1011 59 STRW 182 SF °o° :::::::. �o,.• . . �V vLb \Illi/_v111U Illi Illi 202SF •,�� / ' 7:2;p:::17 ,. gal •-,►�►�,�� •�� ,�:�.� 000. Ta IorMorrison. - 25 STRW _ >�y — goi :' tillir 86 SF,� fr: * ' / , 4. 0 ��Q L`�:"0. L ,�� • DAYL SOUTH RIVER a; y�� Cr 32 SF`'"�'� "AA,, LAWN `DA�a��, 2366 SF Q �,, ,litA°($19.1" o � c)/•-• �� TERRACE N � � tzi oCI 1,-; vilitittir;3i1, ^, �� PHASE 2 a' " `� � 4;' ,4s - J f 1/�-. ►- 4_�,,:�` ; VEGETATED CORRIDOR IL w �W !� 513 w _, � MITIGATION AREA tip&-04,/ � o^ I •�. �'oI{ • 44,61",;-.,,� - SEE PHASE 1 SHEET L3.01 - � I r' Kristina M.Koltavar o7 1111111 ,. OONIL dal s �ril A 65.>, _ _ W�� PE AR a \ a W I V I H o_ I ^o Ln w NI w ce 1iIIII' MIs OPEN SPACE 11M , �, - mon , AREA 7 al 1■■� % ��i r:▪, ' : or ///,;�; PLANTING PLAN 0 Iii■ WPF a PERTH ROAD .� C1) Qi KEY MA ' **It 4 \�• l PROJECT NO.: 395-103 o%/ ATCHLINE SEE SHEET L3.05-AREA 8 TYPE: CONSTRUCTION / o _lik___\* REVIEWED BY: KMK c m 0 SCALE _0 ("II) 20 0 10 20 - :2‘ 0 OPEN SPACE: AREA 7 - PLANTING PLAN 1INC= 20 FEET L 3 • 04 5,_ NOTES: 1. SEE SHEETS L3.06 FOR PLANTING DETAILS. 2. SEE SHEET L3.06 FOR NOTES Et LEGEND. 3. SEE SHEETS L2.01-L2.02 FOR OPEN SPACE AND ROUNDABOUT LAYOUT PLANS. 4. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 6. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 7. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. N 17J111/0 � �� 2" IRRIGATION METER WITH /' " s/. 2SERVICE-CITY OF TIGARD PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR � i� rv�/v 97223 F,�) [T] 503 -941-9484 # -�FA 1ST SUBMITTAL: 01/14/2022 4-41) `- MATCHLINE SEE SHEET L3.04-AREA 7 ��,�' AFL REVISIONS J 410± � T4 NO. DATE DESCRIPTION - 11* 11*41 lit- 0_40 /I 2" IRRIGATION METER WITH 2" SERVICE-HOA 1-0ilfr 'OWN" ter • !Emil VEGETATED CORRIDOR � .�� / / \ MITIGATION AREA � ) �' /'. SEE PHASE 1 SHEET L3.01 • • ' c:_i . 4 . ReweA, ievtace, ,#t--,17 #4O/, . / / TaylorMorrison. _>, 4,-J 0 �i co4 SOUTH RIVER ilk') / No //� i T E R RA C E „- ":,1%:: • M A � Witt�, s�"'�'�-�:,� 134 STRWc., i :virtr, r / •) 463 SF NI ‘X4115> 410)—t �ri . ell. Nk �/ PHASE 2 O �, 6 S • 0 /; 513 L, ft°, "� � ,,�/ STAIRS y- o •� 4/01 • ,4,y/( IP A1117/4 / I /01:---,\\* �''` _ . =�' SEE CIVIL DRAWINGS, `I in IAle" t ' Kristina M.Koltavar E-, 414,4*\ sHETT 216 ' 1 0 o I OREGON �� . /� , 1 111/111/111 w� zc,_ 1\ AM / %� �� V 11/0g/02 IL 4 wiwilikiih , ,, 00 z ,,,4110# _,420/4N 47",.v/A \k, ' / 1 joilel . Li 7 1PE ik' ... k r_ z _, ,}. 4, Va--."'(4'00'7-•-. 2 T . iiii. 10, // x 1 \ 11 '.b'jr cc LL -___-..cirt•\ '1 LU qu Ce I I 1p v 1 4'0144 Ws: „n . ,1 ,x ____ _,,,,,,, 11 0 UJ Z 7110.0,.40 4 043tie(V e, 0 0.- I 1111.1 0_ 411.31 r 117 7-N\ 4Ce 4,x,- 1*1, I . I Iketokl � I I ; oAril OPEN SPACE 71 cr. ilm _7,-- It �i �� 4(0 1� / I 1 mim �� 0 AREA 8 M ' 0Q �` iiill, �a , ,1 , 1 TicT4 ,Ni 4%la 111.1 / I • I I I I ,. I I PLANTING PLAN . , ,gy4t%H. • / i,/ eP.. \\ / — •— PERTH ROAD ___ %%,''i'� V 1 1 V 1 1 1 ( 1 ( 1 X \ )1 V 1 V 1 1 V 1 -0" 'ii%4 111j <W• _ • I v ,. 1 1 .,.1 MEAD I ick, �� . % � KEY MACU � � � N 1 _ F �� /. /%/�//moi/ �: Q 1 1 1 1 , 18 566 S \ / ` I X I _ I' PROJECT NO.: 395-103 • j �\ // \ , TYPE: CONSTRUCTION / / / REVIEWED BY: KMK CD V 1 1 1 \ 1 V 1 V 1 V 1 V 1 1 V 1 1 IX \N /\ V 1 V V I V I I • L / ' (;) m m SCALE _ 20 0 10 20 M - 8 OPEN SPACE: AREA 8 - PLANTING PLAN 1INC= 20 FEET 2 L 3 • 0 5,_z OPEN SPACE PLANTING LEGEND GENERAL NOTES: OPEN SPACE PLAN TREES SYMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE // GROUNDCOVER PLANT CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON �/ / �/ 1�/ THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. � � � � �Il� MULCH 2 COLUMNAR EASTERN WHITE PINE/ PINUS STROBUS FASTIGIATA: 8' Ht., B&B ell �� 1 •h/ 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTILFINISHED GRADE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.31 INCENSE CEDAR/CALOCEDRUS DECURRENS: 8' HT., B&B 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 6" SPECIFIED 45 WHITE OAK/QUERCUS ALBA: 2" CAL., B&B 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. � BACKFILL SOIL 5. BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVERTHOROUGHLY MIX INTO • 28 EASTERN REDBUD/CERCIS CANADENSIS: 2" Cal., B&B OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. \ A DEPTH OF 6" S . i 14 SWEETGUM / LIQUIDAMBAR STYRACIFLUA : 2 Cal., B&B 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. •'..` • •• ••'�..♦..♦.. , ' , '` 111.• 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, .♦..♦..♦..♦. NOTE: TILL SOIL SO THAT � DEBRIS. HT., B&B FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR THERE ARE NO CLODS OR �� 9 LELAND CYPRESS /CUPRESSOCYPARIS LEYLANDII: 8'-10' 12" THOROUGHLY TILLED SUBSOIL CLUMPS LARGER THAN 1 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS 1/2" DIA. 24 RIVERS PURPLE BEECH / FAGUS SYLVATICA'RIVERSII': 2" Cal., B&B ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. GROUNDCOVER PLANTING DETAIL it 1- 3 YOSHINO FLOWERING CHERRY/ PRUNUS X YEDOENSIS: 2" CAL., B&B r,/� 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. PACIFIC COMMUNITY DESIGN �� SCALE. N.TS L3.06 12564 SW Main Street Tigard, OR 1 DOUGLAS FIR/ PSEUDOTSUGA MENZIESII: 6' Ht., B&B 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING 9Street CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS [T] 503-941-9484 HRUBS DIRECTED BY THE ODR. SYMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 1ST SUBMITTAL: 01/14/2022 O 47 KELSEY'S DWARF RED-OSIER DOGWOOD /CORNUS SERICEA'KELSEYI' : 5 GAL. 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER REVISIONS OO 537 CRIMSON PYGMY BARBERRY/ BERBERIS THUNBERGII 'CRIMSON PYGMY': 2 GAL. NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. NO. DATE DESCRIPTION O 69 ANTHONY WATERER SPIREA/SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. O24 REDTWIG DOGWOOD /CORNUS STOLONIFERA: 2 GAL. CLUMP & SCATTER PLANTS SO THAT AVERAGE 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY PLANTING DENSITY IS EQUIVALENT TO GRID SPACING 0 104 OAKLEAF HYDRANGEA/ HYDRANGEA QUERCIFOLIA: 2 GAL. VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. (' ' 80 OTTO LUYKEN CHERRY LAUREL/ PRUNUS LAUROCERASUS 'OTTO LUYKEN' : 2 GAL. TYPICAL O.C. (on center) PLANTING GRID 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. . .. .1 O► 181 RHODODENDRON 'JEAN MARIE DE MONTEGUE': 2 GAL. 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO m67 RED FLOWERING CURRENT/ RIBES SANGUINEUM: 2 GAL. INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE 0 167 AMAZING RED NEW ZEALAND FLAX/ PHORMIUM TENAX 'AMAZING RED' : 2 GAL. REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. .. 20 PACIFIC RHODODENDRON / RHODODENDRON MACROPHYLLUM: 2 GAL. 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. . 0 36 WICHITA BLUE JUNIPER/JUNIPERUS SCOPULORUM 'WICHITA BLUE': 6' Ht. CO 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR ..\\ -.•• 121 THUNBERG SPIREA/SPIREA THUNBERGII : 2 GAL. SUB STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. ORNAMENTAL GRASSES / LAWN 19. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. RANDOMLY MIX PLANT SPECIES AND HEIGHTS SYMBOL CODE QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. OFFSET PLANTS TO AVOID STRAIGHT ROWS \c 273 DWARF FOUNTAIN GRASS /PENNISETUM ALOPECUROIDES ' HAMLEN': 1 GAL. DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, r 4RANDOM PLANTING PATTERN 0 376 FOERSTER'S FEATHER REED GRASS/ CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER': 1 Gal. SAN FRANCISCO, CA 94104 283 INFO@DEEPROOT.COM TREE TIE (2) .* THAI 552 SF TUFTED HAIR GRASS/ DESCHAMPSIA CESPITOSA': 1 GAL., 18" O.C. TEL: 415 781 9700 SCALE N.TS 1 .0_ 0 ke.c,vex�U o � 47 GLAV. STEEL WIRE; LOSE -0-0-0-0-000000 DAYL 251 SF STARBURST EVERGREEN DAYLILY/ HEMEROCALLIS X 'MONOLD": 1 GAL., 30" O.C. : TO ALLOW 4" OFF MOVEMENT IN ALL 1,392 DIRECTIONS_______ 1ayIcrI\i1crrison® -_ BFES 2720 SF BOULDER BLUE FESCUE / FESTUCA GLAUCA'BOULDER BLUE': 1 GAL, 18" O.C. I Ari 107 MULCH AS SPECIFIED. FINISH GRADE 11I1I1I1I1I1I1I1I1I�I�I�f�� KEEP MULCH CLEAR O F - SWGR 576 SF SWITCHGRASS / PANICUM VIRGATUM: 1 GAL., 30" O.C. CUT AND REMOVE TWINE TRUNK BASE. NOTE: STAKE ALL EVERGREEN TREES >. BURLAP, AND WIRE BASKET 554 2"X2"X8' WOOD STAKES LESS THAN 4" CALIPER. DO NOT STAKE c \\� STRW 1910 SF BEACH STRAWBERRY/ FRAGERIA'CHILOENSIS': 4" POT, 24" O.C. FROM TOP AND SIDES OFSOUTH RIVER SET OUTSIDE ROOTBALL. VINE MAPLES. TREES 1 1/2" CALIPER °' 260 ROOTBALL ON _E AND LESS SHALL BE STAKED WITH A TU_c MOM SEDC 1,405 SF BOWLES GOLDEN SEDGE /CAREX ELATA'AUREA': 1 GAL., 30" O.C. WINDWARD AXIS I J 3' UNDER FIRST LIMBS OR 5' HIGH. ------_------ .E.- SINGLE WOOD STAKE UNLESS (REMOVE AFTER ONE .� WHICH EVER IS LOWEST. -I OTHERWISE SPECIFIED. TERRACE E PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND YEAR) `-J - \ LAWN 4,508 HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SQUARE FEET. r , I m = NOTE: "CHAIN LOCK" TREE TIES OR M BACKFILL SOIL z I- I- 1. TIE BRIGHTLY COLORED BLACK FLEX GARDEN HOSE o SUNMARK SEEDS / NATIVE RIPARIAN MIX: 1-LB PER 1,000 S.F. - OR APPROVED EQUAL o w P.V.C. RIBBON ON WIRE COVERING PHASE 2 N MEAD 18,566 SF o = �` o M SUNMARK SEEDS / NATIVE POLLINATOR SEED MIX: 1-LB PER 1,000 S.F. - OR APPROVED EQUAL ` , III GUYS. (MIN. 1 PER GUY.) �, I ' 111 11 I J 2. IN LAWN AREAS CUT TREE X UPLND - NATIVE AREAS PLANTING LEGEND TOTAL SF: 58,134 S.F. III- I"'III = TRUNK.CIRCLE AT 12' RADIUS FROMtr"" 0 TWIST STRANDS AROUND �6I S TE�' TREES QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 75.0 11"1 / DIAMETER OF / A k EACH OTHER MIN. 3 GUYS @ 513 ' ROOTBALL + 12" AilIhk 120° APART • - �.o Lu 97 BIGLEAF MAPLE/ACER MACROPHYLLUM: 3' HT., 7' O.C. -' • 97 DOUGLAS FIR/ PSEUDOTSUGA MENZIESII: 3' HT., 7' O.C. �W r ! all �' ETR T CROWN N MORE C-' Kristina M.Koltavar t, . . W � TREE STAKING DETAIL � 1 AI S QQ � Q Q Q y�,97 RED ALDER/ALNUS RUBRA: 3' HT., 7' O.C. W1 THAN 4" ABOVE FINISH GRADE OREGON W 97 WESTERN RED CEDAR/THUJA PLICATA: 3' HT., 7' O.C. ij***411%* �I vos/o2 W �_ +� SCALE. N.T.S 3.06MULCH AS SPECIFIED KEEP & ~ 1 97 BITTER CHERRY/ PRUNUS EMARGINATA: 3' HT., 7' O.C. °ot W ` P R- !!.. // riWir' `� MULCH CLEAR OF TRUNKE ALL 96 CASCARA/ RHAMNUS PURSHIANA: 3' HT., 7' O.C. L �, , BASE • 4W N TOTAL: 581 SFX .01 �" 04 4% ;�' w _ � ` �� NIP` CUT AND REMOVE TWINE AND fill o SHRUBS QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION / �W W W.�Wfilk h MULCH AS SPECIFIED, KEEP I=III �V� BURLAP FROM TOP AND SIDES OF 291 OCEANSPRAY/ HOLODISCUS DISCOLOR: BARE ROOTAmft011) ��-of? ,W 75 '� MULCH CLEAR OF SHRUB O _ = ROOTBALL. (REMOVE ALL WIRE OPEN SPACE M 291 CASCADE OREGON GRAPE / MAHONIA NERVOSA: BARE ROOT STEM BASE w ,I I I I I I I I I I III BASKET) ®W �;'W BACKFILLx00. 291 CLUSTERED ROSE / ROSA PISOCARPA: BARE ROOT ��Wf.4_0_ _ IW 4` / SOIL N I-III- -III 2"X2"WOOD STAKES OR METAL PLANTING LEGEND N 291 SNOWBERRY/ SYMPHORICARPUS ALBUS: BARE ROOT 0 W W W W A Q =III=III TREE ANCHORS AS APPROVED. 5 N 291 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: 1 GAL. ' W 0 a " 4 4 � W o°WWW043 ` � / FINISH m I=III=III III- 0 �� GRADE AMENDED NATIVE SOIL/BACKFILL N 291 RED FLOWERING CURRENT/ RIBES SANGUINEUM: 1 GAL. W W W W W W W W. - - -I I PLANTING MIX PER DETAILS & NOTES o W W W `. • W - - - _ _ -III-III-I I I,-,I I I-III-II SPECIFICATIONS o 291 NOOTKA ROSE/ ROSA NUTKANA: 1 GAL. `=`=�" �t"' W . - _ 111- _ _ _ _ 290 INDAIN PLUM /OEMLERIA CERAISFORMIS: 1 GAL. M W illhp 1 1 I= 1-11 I-� I I III- IIIIII III 11 TILLED, AMENDED, AND MOUNDED v 290 RED ELDERBERRY/SAMBUCUS RACEMOSA: 3 GAL. altr �.• O p _ - SCARIFY EDGES AND 2 X DIAMETER NATIVE SUBSOIL v 290 TWINBERRY/ LONICERA INVOLUCRATA: 1 GAL. W�� W ��O _ `� _ = = BOTTOM OF HOLE OF ROOT BALL Q _ - - = PROJECT NO.: 395-103 TOTAL: 2907 SF X .05 UPLAND NATIVE AREA I = __ _� NOTE: TYPICAL PLANTING PLAN 111=111_=11-111=111111- - 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) TYPE: CONSTRUCTION ro o NATIVE GRASS MIX QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION Note: SEE DETAIL 4 SHEET L3.06 FOR RANDOM PLANTING DETAIL 1 I I -I I I . ' 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. REVIEWED BY: KMK o , W W W AND AS NEEDED FOR BARE SOIL AREAS < 25 SF IN PLANTED AREAS / DIAMETER OF / 3 . W W ,� . W 58,134 SF SEED MIX: ROOT BALL + 12" o Jr .. .. .W SPIKE BENTGRASS/AGROSTIS EXARATA 5 LBS PLS/ACRE CONIFER TREE GUYING DETAIL 5 as0 BLUE WILDRYE / ELYMUS GLAUCUS 10 LBS PLS/ACRE Note: SEE DETAIL 4 SHEET L3.06 FOR RANDOM PLANTING DETAIL SHRUB PLANTING DETAIL 2� os SCALE. N.T.S L3.� M E SCALE: N.T.S \3•CV 3 • 06 z #4 BAR 24 INCHES O.C. EXTEND / / / / VENEER STONE THRU VOIDS IN CMU BLOCK TO / L UPPER-MOST COURSE. 4" CONCRETE, LIGHT / ° L4.02 BROOM FINISH SEE PLANTING AREA VARIES 1 I ° / •,....._--•LAYOUT PLAN FOR SEE PLANTING PLAN / :1 4A.' / AND LAYOUT PLANS ACCESSIBLE WOODCHIP / © SCORE JOINT SCORING SET CONCRETE 1/4"ABOVE L4.01 2" GROUT JOINTS FILL L4.01 FINISHED GRADE �i �� SLOPE VARIES SEE FINISHED GRADE / CMU VOIDS WITH GROUT GRADING PLAN SHEETS SPECIFIED BACKFILL / �° / \ ° FOR ELEVATIONS PLANTING MIX CONCRETE SIDEWALK L4.01 / / FINISH GRADE LIGHT BROOM FINISH �i GRADE CHANGE VARIES a ° a SEE LAYOUT PLANS FOR SCORING / ° / �� !.-1 SEE GRADING PLAN .�,Uv 0 0 0E 0�� `s ` �� ' L-1_, • : C `\ z r fr f rrf f rf orf f / _ _ \ .4� nn (' ,(1 3/4" COMPACTED t ,� il� _-� ° �f �f f r? rrr rf f r? rr / �° I \� - I \ I—III—III—III—III—III—III—III—III— 1U.: CRUSHED ROCK BASE I I I ° a N Jr JJr JJr Jrr 1?rir rrr / ' _ ' —111-111-111-111 COMPACTED \ �,� ' J J J r / / /— _ III=III=III=III= , - , , - , , - _ r , 1 — SUBGRADE U C� • .Oc °•� c O G - ZIIII 1I- 0• : is) :•;:),_ ,°-,0 Ai i G°(�0 l 0�o `a� III III I 11 PTI 111 127-1 I I-1 I I-1 11=1 11=111=1 I I-C L \ \ HIIIEHIE -1 11=1 11=1 11=111=1 11=111=1 11=1 11=1 I i-A I I=I 1= m' I-i!, r 771:1,:„.4„4: III=III=III-III=III=III=III=III=III=III=III=1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I iii, I I 11= 3/4" MINUS _ _ IT - =111=111=111=III=111=111-III-111 _ _ - _ =1 ° III III T� #4 BAR "L" 24 INCHES O c 4" 111-111-II1 FILTER BLANKET _ _ I I o EXTEND THRU VOIDS IN CONCRETE SIDEWALK 11-I�I-I I I-I 11=111=1 11=1 I I-I 1 I-I 11=1 I I-I I I-I 11-III-1 11-11 I-�11111 i COMPACTED, _ a s- I-III-III-III-111-III-III-III-III=1 I I=1 I I=1 11111 II 111111 111111 11111 CRUSHED ROCK DRAIN ROCK ° CMU BLOCK I:Itel:1 1 IIIIII-III-IIIIII-III-III-III-I I 1=1 I 1=1 I I-1 I - -1 ° PACIFIC COMMUNITY DESIGN 104.01 � i-1 i i-iTi=�11=1 111 1 -1 I I-III- COMPACTED (3)#4 BAR CONTINUOUS. 3" CLR. I-_1••p;;;• pps111=11 CENTER VERT. IN FOOTING. �• •�•pn 0 COMPACTED 4" MINUS 12564 SW Main Street Tigard, OR SCALE. N.T.SSUBGRADE -I I I- IIII 111 6�� CRUSHED ROCK 97223 ;III 11 / [T] 503-941-9484 CONCRETE SIDEWALK / LANDSCAPECULTURED STONE WALL/WOODCHIP 7� 1ST SUBMITTAL: 01/14/2022 SCALE: N.T.S `\ , / SCALE: N.T.S L4.01 REVISIONS / NO. DATE DESCRIPTION SCORE CONCRETE RADIUS EDGE OFFULL LENGTH OF ACCESSIBLE WOOD CHIP TREAD NOSE TREAD 1/4" DEPTH. PLAYGROUND SURFACING (MEETS 4" RADIUS TOOLED EDGES a ADA STANDARDS) IN ACCORDANCE a WITH ASTM-F-1292 ASTM-F-1951 AND 2" CPSC GUIDELINES 4., CONCRETE PAVING-,,- VIP R1/2"TYP. o_Hi JJ J JJ �J �JJJ J J J J JJ � � JJJJ . , , , „ ?/ ,i, ?J , , ,,,„ ,,,, ,i, ,i, J1 . FILTER FABRIC J �, J ,J ?? // ? a 0 J JJJJJJ ? � J �?J �oa a N J J J J JJ JJ JJ J J � J JlJ , o JJJJJJJJJ JJJ J Id 9i 1. J, JfJ1 li1J) J) J, J19, 1.J) 1 .11, ` V4 C d O °° , ,04k, o mO °' ° D om 'c''' I. v —° � � e °O8e°8 °°° oOm ° 000 . °ooao0oo `fl � �`� )'oo � o o , o0Qo° oaoo 4 a °° °&,„--- 1 `"° �� B �Q° DRAIN ROCK ° °'00'°°; .°0'00 ° °°000 °oooO ° °o0o °°p oo° oo° o oo °o °0 0 ° 0 ° o o 0 0 ° FOR PAVING SCORING PATTERN SEE I 0 °°Q°°o•° 0 °o °Oo0 °o °o0 °°o0 ,Oo°o° °° o LAYOUT PLAN a 111o=III=� 111=111114I-1 I 11 1 o0 0 ° p ° oo o ° o 0. ., a / CONCRETE STAIR W/ 11-111-111-111-111-111-111- 111-I 11-- COMPACTED SUBGRADE, LIGHT BROOM FINISH. III=III=III=III=III=III=1 I I I=1 I I-I I I- = SLOPE TO DRAIN a 11-111.-111 111.-111 111.-111 -111 111.-111 11 NOTES: i 4" O.D. PERFORATED DRAIN PIPE BY 1. NO SHINER BANDS ON TOOLED JOINTS. i _ 8' O.C. X 8' O.C. ADS', CAP END. SLOPE TO DRAIN, 2. PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. �' -- 1 SEE PARK LAYOUT PLAN L2.02 FOR LAYOUT AND NOTES SCORE JOINT DETAILr-, \\ - R�2� STAIR EDGE TREATMENT � PLAY AREA DRAINAGE r-,)� , ievtace, Wen. SCALE: N.TS L4.01 SCALE: N.TS 4.01 SCALE: N.TS L4.01 TaylorMorrison. T N _zs SOUTH RIVER © MANUFACTURED STONE VENEER ETERRACE " j ' #4 BAR 16 INCHES O.C. EXTEND / `- - • - N SET LANDSCAPE 4" THRU VOIDS IN CMU BLOCK TO , ° ° ° .. N° BELOW TOP OF WALL UPPER-MOST COURSE. / M 2 GROUT JOINTS. FILL CMU __ PHASE VOIDS WITH GROUT. Q as / 2" GROUT JOINTS. FILL CMU '�. co' VOIDS WITH GROUT. .4 6"X6"X12" HOLLOW CONCRETE ° r II �� • / o ° ° / 6"X6"X12" HOLLOW CONCRETE t �_ _ __. .• �6I S TE�� MASONRY UNIT (CMU) BLOCKS t� , 513 (n MASONRY UNIT (CMU) BLOCKS • - 4- d (TYP.) , , I r W _ �� I ' - I ' / a I a° X °d ° / (TYP.) 11111. on #4 BAR 16 INCHES O.C. EXTEND \ 1 \ 1 2 MANUFACTURED © Q 4" CONCRETE, > ° ° GRADE CHANGE VARIES 111 111111 111 11 _ r Kristina M.Koltavary E-� THRU VOIDS IN CMU BLOCK TO I Ia o STONE VENEER L4.02 L4.01 LIGHT BROOM FINISH, / SEE GRADING PLAN �� UPPER MOST COURSE. °I ° co �� SEE LAYOUT PLAN ° =III= m OREGON w III—III -1 I I — • OC ° FOR SCORING Q ° ° ° °I ° a 44 1 J FINSIH GRADE �c�p 1 E AR =I �9(�< GRADE CHANGE VARIES 4" CRUSHED ROCK BASE ° / � I , \ I aDRAIN ROCK WRAPPED IN =III=1�O°� I° �� T J� °- °- e`- �- 11- ° �- 11v w w I -\� , I -\, , • a _ o 1 1 a • \��(`t� f� _ SEE GRADING PLAN ) •°�°�°�°�°�°�°�do . °°° ' VICTOR STANLEY GEOTEXTILE FABRIC. I I=I ,'OG C °' I I �� 0009000000000000000000 / - - _ '� )9OoO C�oO C�oOoOoC)_oC)oC�_o a \ 1 �, i � P.O. DRAWER 330 - DUNKIRK, MD 20754 USA 4 4 ° / / / / TOLL FREE: (800) 368-2573 (USA& CANADA) _ _ _ \ OPEN SPACE 4" DIA. DRAIN TILE TO EXTEND °� 1 1 TO DAYLIGHT. -0!O°� _ / FINSIH GRADE III=III=III III �o — I-III- �C I I =1 _ _111_111_111_1-111-111-111-11111 1 1 1-1 1 1-1 1 1— ° / _ I III- TEL (301) 855-8300 - FAX (410) 257-7579 o r�s''Z� I I m° I—II �p z- I I-1 1- I—III—I I ° , _ —I = WEB SITE: HTTP://WWW.VICTORSTANLEY.COM Any ) W. IlI=1 111-111 . M I I #4 BAR "L" 24 INCHES- i ° BENCH #4 BAR "L" 24 INCHES I I ° ° O.C. EXTEND THRU VOID I1 I ° °— —°! 12' RAIL O.D. PIPE SCHD. 40 12" STEEL GLAVANIZED AND -/ FINISHED WITH HIGH CULTURED STONE WALL PERFORMANCE COATING BEYOND CONCRETE SIDEWALK LIGHT BROOM FINISH 2' EXPANSION JOINT COLOR BLACK (- FINISH GRADE AT PLAY SEE LAYOUT PLANTS FOR SCORING TS SPOT ELEVATION 12" SURFACE. SURFACE 12" RAIL O.D. PIPE SCHD. 40 4" COMPACTED CRUSHED ROCK l'- MATERIAL STEEL GLAVANIZED AND DEPTH VARIES TO BE FLUSH WITH FINISHED WITH HIGH 13" TREAD WITH 12" TREAD OF STAIR. PERFORMANCE COATING FINISH GRADE 12" 12" TYP. 7i EXPOSURE MIN. VARIES HANDRAIL Ark \ O o 0 o NOT SHOWN L�� Ark o _ \ oU oUo Vo vo Up° �°"D,�o Do oIaCULTURED STONE WALL a o BEYOND \ ��oUoOz10 Q ��2„� • ° � .N ' ALL POSTS TO BE \ 701r007.-010 o,►. i BS SPOT ELEVATION VERTICAL AND PLUMB H 1 1-I 1 1-I 1 1-I 1 H 11=5— 0° OQ„DIi o°O f, o ' - 1 o _ oOo0�0 4 I I�—I�I I I I I I I�I�I—III—�h oo oo 7 -a 0 o a oo Q _ (� Io�•��°000°O °�a ; o `� ACCESSIBLE N -III I I III—III—I�I �,o°op° Dp°•o o p o WOODCHIP I 1911 H11911911-11 — 1 i P (6C 00 00 oo°op�� 4"x4"x3" THICK BASE PLATE _ I I III- I I�o�oOpoOpoOoOpO o 8 COMPACTED #3 BAR AT 12" O.C. H 1 1 1=1 1 1=1 1 1=1 1 1=1 n0 Opo00p00p°gip°�, ' ' p L� SUBGRADE BOTH WAYS -1 1 1 11—I I I—I 11H 1 I—I I I 1 � ,°00000°O°. o p PACIFIC COMMUNITY DESIGN 4 3/8"x3"WEDGE TYPICAL I I—III-III-III-III-III-1 11�I I��0°�p Op Dp DO°0� a p r//r//r/ r�/r//r�//( \ 12564 SW Main Street Tigard, OR 000► 1/4 ( ) ANCHORS #3 BAR CONT. -III-III-III-III-III-III-I 1�?°Qp°gp°0O°0o°000 � o ,,,/, rr/?�r/? r, rr/?rr,rr, 97223 �°�� - — 111-111-111-111-111-111-111-11 f ig°000OpoOpoO c a , r/, /, /,r/, /, r [T] 503-941-9484 Op°O°°O°°•o -III-III-III-III-III-III-III-III-I��' ° '.- r r r r r - ,0 0000000 0 �/ / / / / �00°�°0 r // // // // /� a o :: rrriririrrrr 1��000�p°°O)1O• / r r r r III III III III III III III III o0°Q°co - , / , /2 �/ �/ f/ �/ r/ 1 1 1— 1 1)C ,,0p OOo 0- // //? r/? ? / / o a4 III=1 I o o N _�% _ P 000000°Oo� f/ f/ r/ f/ / I 1-1 1 O O NI• 1ST SUBMITTAL: 01/14/2022 1=1 I I-1 1 -114 opo 00 00 i / r r r r / a 00°00°O°oo C 2� >°O° Op°O° °O�0 11=111=1 I I 11=11 I)1(1°0° °04 i Of/? Of// /// a - I I —0°)C2)6°O o0 00 00 0V o °00''00°p 00 n 1=1 11=1 II - _ 11°09°&' r Lr, , , /J (2) o 0 0 0 o c o 0 0 0 III—I �OoOpi�lL #3 BAR onogon0( YI Qo� (3°600°I I I I \ REVISIONS _ = QoO°000•.p°O°°�p°v°° 0U°°DO°aO� r°oi°ot°ot°ot°ot°ot� 111 III-III 1=11°1=11 _ 1111111 O O O O O ° QpoQpoQ0000poQpc -I I11I1III=1 H II I11 III I I u NO. DATE DESCRIPTION 0 0 0 0 0 0 0 911=111-'°0°000 400000000 O6000< _ _-D000° •00°0°O°O°O O O O O O O O O O C CONCRETE4” 0.D. n n n•n nn ()° 00 0 00 00x0 TIT I OADO 00 00 00 00 10" —/ FILTER LTE R -III III III III I l01 1 I I ( n L I n ,I rO r �(I R°fli STAIR BASE BLANKET PERFORATED PIPE �\ CONCRETE III III III -111-111-11 111-111- 11=111=111=11_ _ STAIRS I II IIII- =I DRAIN ROCK L' 4,0, Lei FINISH GRADE -I 1 1-I 1 1-I 1 1=1 \ COMPACTED VARIES ACCESSIBLE I I1=III=III=11 I SUBGRADE �� HANDRAIL AT STAIR 03 WOODCHIP p'ER ORATED PIPE (8---) CONCRETESTAIR / WOODCHIPS 6 (-8 Lei PICNIC TABLE L5.07 L4__. SCALE: N.TS L4.02 SCALE: N.T.S �� MANUFACTURER: VICTOR STANLEY MODEL: THE HOMESTEAD COLLECTION ST-6 TABLE WITH BENCHES FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED ao 'likMAPLE , 1"CHAMFER ALL SIDES If METAL: TITANIUM POWDERCOATED \ 1/4"GALVANIZED LAG SCREW SIZE: 6' TABLE TOP/SURFACE MOUNT PLAY IT SAFE 30"X30"ALUMINUM PANEL ACCESSIBLE PICNIC TABLE „ ON 3/4"MARINE 30" NOMA SUPERVISION 6 MANUFACTURER: VICTOR STANLEY - „r„ „,,,, 2"RADIUS, TYP. •( 110FNI I MODEL: HOMESTEAD COLLECTION - MODEL c; PLYWOOD ST-6, 8' TABLE WITH 6' BENCHES o FINISH: RECYCLED PLASTIC SLATS COLOR: RECYCLED MAPLE PLAY IT SAFE 1 3/4"TIMES ROMAN — PLAY IT SAFE I ,,,-' METAL: TITANIUM POWDERCOATED \ s� SIZE. 8' TABLE TOP, ADA COMPLIANT, 1/4"GALVANIZED THIS AREA IS DESIGNATED FOR 3/4"TIMES ROMAN,TYP. THIS AREA IS DESIGNATED FOR CHILDREN 5-12. CHILDREN 5-12. Oil , SURFACE MOUNT LAG SCREW ADULT SUPERVISION ADULT SUPERVISION IS RECOMMENDED IS RECOMMENDED \ —---- VICTOR STAN LEY PLEASE RESPECT OTHERS,HAVE PLEASE RESPECT OTHERS,HAVE 6"X6"P.T. POST CO FUN AND PLAY SAFELY. FUN AND PLAY SAFELY. P.O. DRAWER 330 DUNKIRK, MD 20754 USA fel Rewelt, iwthace,TOLL FREE: (800) 368-2573 (USA& CANADA) SIGN GRAPHIC ,,,,;;yy,,,,11��,, / TEL (301) 855-8300 - FAX (410) 257-7579 BACK VICTOR µiy'W STANLEY. n=„-,6.lv..N,•. WEB SITE: HTTP://WWW.VICTORSTANLEY.COM ��ll�� ",,,R,,,,,,,�.°°R°'-..,,,„STANLPS COM RIVER TERRACE LOGO VICTOR STANLEY / /r // �,.9 i� / % �� '�� /� Ta IorMorri son. SEE DETAIL 5 SHEET �r // ,/ /� /^ ,J� ,2/,//, /,J P.O. DRAWER 330 DUNKIRK, MD 20754 USA , .9, 9�,�' e 1/2”WHITE BOARDER TOLL FREE: (800) 368-2573 (USA& CANADA) V I C T OR ' r.'n, STANLEY' L4.03 FOR ADDITIONAL „0.0.... °°�rj0 °° 9,(9 T ' ° TRASH RECEPTACLE TEL (301) 855-8300 FAX (410) 257-7579 Create asmelessmome„t.% VICTRORST.+NLEYLEY.COM oM INFORMATION. I -III SIGN GRAPHICCONCRETE COLLAR 2 X cu MANUFACTURER: VICTOR STANLEY WEB SITE:VICTORSTANLEY.COM - ±-111-111-- - FRONT MODEL: THE GREENSITES SERIES I I III-I I THE SIZE OF POST III III Oo ° / BACKGROUND COLOR:RECREATIONAL BROWN SOUTH RIVER RTH SD 36 SIDE-DOOR-OPENING LITTER RECEPTACLE I I III III- COMPACTED SUBGRADE a 111= \TEXT AND BOARDER COLOR:WHITE i Ti WITH RAIN BONNET LID 1IIII I II I II I I 3/4”COMPACTED, FINISH: RECYCLED PLASTIC SLATS, PICNIC TABLE III III—III—III—III—III—I I SEE DETAIL 2 SHEET L4.03 FOR it r - -� -� -� -� �- CRUSHED ROCK TERRACE COLOR: RECYCLED MAPLE ADDITIONAL INFORMATION. `t SIGN ELEVATION - DEPTH VARIES 7 METAL: TITANIUM POWDERCOATED M SIZE: 36 GALLON CAPACITY, SURFACE MOUNT SCALE: N. L4.02 PLAY IT SAFE SIGN 7 Ni TRASH RECEPTACLE 2� BENCH SCALE: N.T.S L4.02 PHASE 2 AS SPECIFIED SEE LAYOUT co PLANS FOR LOCATION CATCH BASIN BY: N SCALE: N.TS L4.0 2 0\ o NDS CATCH BASIN INLET ��c)I S TER�O 1-800-726-1998 IL Lu WWW.NDSPRO.COM 6" TOPSOIL 513 FINISHED GRADE • • 01 • = i t ' Kristina M.Koltavary E-, N w„ A\7,,i, 0 11111. lir O OREGON c , YO) LI II a � . . ;. Y - t 3/4" DIAMETER ANCHOR BOLT U U U 1 I I- J'� „,,8',;\ ~ w ,: • - _: IN LEAD SLEEVE \ UNIVERSAL OUTLET -0 12” X 12" SQUARE CAST IRON ` PE AR ' USE TAMPER RESISTANT NUT �� 0• o .` , ,, OPTIONAL WITH HIGH, MIDDLE t O GRATE NDS# 1213 L., • °.' r ,r ^"r"'1 AND LOW WITH OFFSET �� fl CONCRETE PAVEMENT ADA COMPLIANT UNIVERSAL OUTLET PART Lu F - � `/I.., f; Ii° L�0 NUMBER 1245 AS NECESSARY O = 1200NGB NEXT OPEN SPACE r '- ' GENERATION CATCH ' ' O iv BASIN WITH UNIVERSAL STONE VENEER WALL �. O / o MANUFACTURE: CULTURED STONE .pf , , # ��_ r1 e , % ° a SOLID PIPE 6... OUTLET AS NECESSARY / PVC PIPE RISER W/ GASKETED JOINT os SUPPLIER: MUTUAL MATERIALS .a &R4, VU� ()J (�V SIZE VARIES SEEMATERIAL: CHARDONNAY OLD , O •N COUNTRY FIELD STONE 'r - �( 131/9 � nC'S�i�� rs2 CIVIL DRAWINGS O A O0 (SEE MANUFACTURER'S REC.) o • .' s ., V ; v. �' -111-111-111-111-111-111-111-111-111-111-111-111-111-I 1-111-111 O O Q O PIPE SIZE VARIES SEE CIVIL DRAWINGS C,I I III III III III IIIIIIIIIIIIIIIIIIIIIIIIII 11111111 CONSTRUCTION ' . r` -- ,<` '�' —IIIIIIIIIIIIIIIIII1 I I1 I I1 I I1 I I1 I I1 I I1 11= 000 - .5% . sla O cA ` •.'"iii`""` -#... y • � � I I—III—III—III—III—I 11= ti _-, -1 1-I I-1 1=1 1=1 1=�1 DETAILS CU SEE DETAIL 6 SHEET L4.03 FOR CU ADDITIONAL INFORMATION. QO�OC�nC7 U C 80°08 0 n ,Q O z O O Com' OQ CO PROJECT NO.: 395-103 CULTURED STONE VENEER ro 30 BENCH SURFACE MOUNT TYPE: CONSTRUCTION N. 050 • AREA DRAIN IN LANDSCAPE REVIEWED BY: KMK SCALE:CD N.IS L4.0 2 SCALE: N.IS L4.0 2 SCALE. N.T.S I 1 ,.020 M O Os _M O L4 . 02 _d BOULDER SCHEDULE BURY MIN. OF 1/3 OF OVERALL MASS OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE KEY HEIGHT DIAMETER QUANTITY POSITION FULLY SUPPORTING ITS CONCRETE CURB NOTES: SIZES TO VARY OWN WEIGHT. SUBGRADE AND C 1'-6" 12"-18" 2 / SURROUNDING SOIL MUST BE 1. CONCRETE CURBS SHALL BE 3000 PSI MIN. STABLE AND CAPABLE OF 3-1/2" SLUMP (MAX). B 2' 8„-24" 46" SUPPORTING BOULDERS WITHOUT SETTLING. 2. EXPANSION JOINTS SHALL BE A 2'-6" 24"-30" 3 PLACED AT 45' MAXIMUM SPACING • • AT PLAY AREA CURBS. n GUARDRAIL / TOTAL 9 MULCH OR EXISTING DUFF LAYER 1-1/2" DEEP CUT JOINTS TO BE PLACED L4.05 ° 0 ° AT 15' MAXIMUM SPACING. •,..___., 5/8" X 6" FLANGE NOTES:FIELD COORDINATE SELECTION AND _ 4" COMPACTED 4" MINUS 3. CURB SHALL BE PLACED ON 4"(MIN) 5/8" HOLES FOR 1. O U0 , •0.0. CRUSHED ROCK CRUSHED AGGREGATE (3/4" 0") ANCHOR BOLTS PLACEMENT OF BOULDERS WITH -III- D00(-' ••O° 1/2" DIA. ANCHOR BOLT W� LANDSCAPE ARCHITECT. AS MANY r- )°°° Jon: I-I UNDISTURBED OR 4. COMPACT SUBGRADE &AGGREGATE TO TAMPER RESISTANT HEAD 11 I I I jo 006008 O°Oo O Oo0 0008 p l=Toki, -I COMPACTED SUBGRADE SQUARE, FLAT SURFACES AS POSSIBLE, pO O ° oma• • ° O 000 95% OF MAX. DRY DENSITY. IN LEAD SLEEVE HAND TIGHT JOINTS WITH 3/4" MAX. JOINT B 1-III-�(1 f 9 rOiOo00�Or r°oOn0Or'O^O°O I I-III= 5/8"X 6" FLANGE BETWEEN BLOCKS. NATURAL 5. CURBS TO HAVE TROWEL FINISH. GRAY-BROWN COLOR. SEE LAYOUT PLAN -III-I I I-III-I -III-III-III-III-III-III-IIIIII-III= CAST-IN-PLACE CONCRETE CURB. A 2. PLACEMENT IS TO BE NATURAL AND =1 I I III III III III III III III-III-I CONDITION VARIES SEE LAYOUT PLANS. WHERE LAWN OCCURS, Fr...................€1- RANDOM IN APPEARANCE. SIZES SHALL BE SIZES TO VARY 1 FINISH GRADE AT PLAY PER THE BOULDER SCHEDULE. 0 / / HOLD FINISHED LAWN 2" BELOW SURFACE. SURFACE MATERIAL Q ° a �` I -` ° ° a PACIFIC COMMUNITY DESIGN TOP OF CURB 6" TO BE FLUSH WITH a a ° ° • _ `� ° a a 12564 SW Main Street Tigard, OR L4.01 •�•�•�•�•�•�•�•i•�•7•�•�•w b7•v•v•�•�•w•�.v•� ' 97223 3. PLACED BOULDERS SHALL BE SET FINISHED GRADETOP OF CURB. -' D 00 00 00 00 00 Oo Oo Oo p0 00 p0 00 OC 0o po po po Oo Oo po po o A 000000000000000000000000000000000000000000000-0 [T] 503-941-9484 INCAPABLE OF ROLLING, PITCHING OR o FOR LAWN 1/2" BELOW I?hOI I?`'OI 110 1101`'O�I 10n°�10 I°I`'OROI '�RO I?r°r?-�RO`1��'Of°±- MOVING AFTER PLACEMENT. 9 TOP OF CURB ACCESSIBLE WOODCHIPri- 1-111-111-111-111-111-111-111-111-111-111-111-111-111- F. 2, R 1" R PLAYGROUND SURFACING L�� 11-111-111-111-111-111-111-11 -III-111-111-111-111-111-111- 1ST SUBMITTAL: 01/14/2022 F - McGREGOR LAKE BOULDERS - OR �rrrrr ffr APPROVED EQUAL II III III III III III III III_ I-i III-- ° . r--,..„--• %--r r r r-- III=III-_ REVISIONS MANUFACTURER: SMITH ROCK INC. N -III- rrrrr� 4" O.D. PERFORATED DRAIN PIPE BY (8� ANGLE NOT TO BE LESS _ a f-- r ,- ,..-•-• 'ADS', CAP END. SLOPE TO DRAIN, SEE L�� NO. DATE DESCRIPTION 6001 SE JOHNSON CREEK BLVD. N- =111-111= ° r r--r ''r r PORTLAND, OR 97206 THAN 90 DEGREES FOR THE E111- ':-::::::::7 r r r r r r r r r 503.771.3110 TOP 2/3 BOULDER EXPOSURE 11 ,., ,_,1°O0� ° .��,-f f f f f OPEN SPACE LAYOUT PLAN L2.02 FOR GUARDRAIL ANCHOR IN CONCRETE G LAYOUT AND NOTES. SEE GRADING 6 Zo °�o pp'Oo p�0��o •��808.�0 PLANS FOR ADDITIONAL INFORMATION. „1-';600000008 �0°0 OpoOoOp•r O'`so SCALE: N.T.S L4.03 ACCENT BOULDER PLACEMENT 3" COMPACTED ' =• °''d`a4 9' 1 4 111-111=1I - III III 11=111=111- CRUSHED ROCK 11 7 3/4 =111-1 I 1-111 11=111111- _ - SCALE: N.T.S L4.03 DRAIN ROCK FILTER BLANKET COMPACTED SUBGRADE CONCRETE CURB / PLAY SURFACE 4 1 SCALE: N.T.S L4.03 TRASH RECEPTACLE AS SPECIFIED \,� INSTALL PLUMB '",I^\ LEVELING FEET WITH Ain DIAM. I I 3q.. ANCHOR PLATE 8 SQ CENTER ANCHOR BOLT (1), PICNIC TABLE THREADED STEEL SHAFT SECURE PER MANUFACTERS SIZE VARIES SEE LAYOUT PLANS SPECIFICATION in DIA. ANCHOR BOLT FOR LOCATION W/TAMPER RESISTANT CONCRETE PAD Q HEAD IN LEAD SLEEVE SEE LAYOUT PLAN L4.01 ‘,..__i CONCRETE SIDEWALK - ° 4 °a a II 44 a ° NOTE: ALL METAL Reweit, _ � _ ievtace, FASTENERS SHALL BE �� Q: QO'v�o��•g3k) U�0a:Cion 0. FULLY GALVANIZED. _ _ 4 ° .4 ° • �1 IQ'0-•all n l i Ing rr'(' �Ao "��• �' ♦�� IL $4, �S�,O- II-III-III=III=III=III=III=III=III-III=III=III _n _� Tayl or Mor r i son® III = I I- -111-111-1�1-1�1-1�1-1�1-111-1�1=1�1=1�1=1�1=111=111=11 1=111- I_I 4" DEPTH CRUSHED SURFACING I I=III=III=III=III=III=III=III=III=III=III=III=III- BURY A MIN. OF1/3 OF OVERALL MASS COMPACTED SUBRGRADE I BASE COURSE -III-III-III-III-III- 11=III- 11=111=111=111=111-11 OF BOULDER BELOW GRADE. = SEE DETAIL 2 SHEET SEE DETAIL 4 SHEET L4.02 FOR BOULDER MUST REST IN STABLE SOUTH RIVER L4.02 FOR ADDITIONAL ADDITIONAL INFORMATION SIZES TO VARY POSITION FULLY SUPPORTING ITS �, INFORMATION. y OWN WEIGHT. SUBGRADE AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING TERRACE PICNIC TABLE SURFACE MOUNT 5 FINISH GRADE VARIES X011'1'11','11'1,' BOULDERS WITHOUT SETTLING. N TRASH RECEPTACLE CONCRETE ; _=t1I-11 CV l SCALE: N.T.S L4.03 FINISH GRADE VARIES O N1....444' III PHASE 2 SCALE: N.T.S C .03 �O: -1 I I DRAINAGE GEOTEXTILE FABRIC co � !�!�; o-, PLACE VARIED SIZED BOULDERS HAND TIGHT "W _A=:=: 4 6" COMPACTED 3" MINUS PER MATRIX TO CREATE A BOULDER WALL. .•�•�•.•6Uov� r•r•r•�•�•�•�• CSI S TES d ,.i•.- CRUSHED ROCK SEE DETAIL LAYOUT PLAN FOR BOULDER aviviviviviviviviviviviva.r _ �" S 13 w McGREGOR LAKE BOULDERS - OR PLACEMENT -1 1 �� III-I _- ` '7i4 �':i:f:i4;4777' :i'l - I I=I N APPROVED EQUAL III r' " _ m •�'4 0 1 • I ACCESSIBLE WOOD CHIP MANUFACTURER: SMITH ROCK INC. BURY A MIN. OF% OF OVERALL MASS -1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 I I-1 1 I-1 UNDISTURBED OR 3 _ _ _ _ _ _ _ _ _ _ r Kristina M.Koltavary E-, PLAYGROUND SURFACING 6001 SE JOHNSON CREEK BLVD. OF BOULDER BELOW GRADE. BOULDER MUST 1 1 1, , ,1 1 1, , ,1 1 1, , ,1111111 1 I1 1 11 1 I I 1 11 1 I 1111 1 I 1111 1 I 1111 1 I1 1 11 1 11 I COMPACTED SUBGRADE OREGON �' i PORTLAND, OR 97206 REST IN STABLE POSITION FULLY SUPPORTING ITS _ W (MEETS ADA STANDARDS) 4" CONCRETE (ADA)ACCESS ROUTE, V 11/08/02 IN ACCORDANCE WITH ASTM-F-1292 LIGHT BROOM FINISH PERPENDICULAR 503.771.3110 OWN WEIGHT. SUBGRADE AND SURROUNDING PLANTING AREA VARIES 1 ~ 1- ASTM-F-1951 AND CPSC GUIDELINES TO RAMP DIRECTION (NO SHINERS), SEE SOIL MUST BE STABLE AND CAPABLE OF SEE PLANTING PLAN �`�pE AR 0 LAYOUT PLAN FOR LOCATION. SUPPORTING BOULDERS WITHOUT SETTLING. AND LAYOUT PLANS / LL CURB BEYOND BOULDER PLACEMENT NOTES: N \ 6'-0" 1. FIELD COORDINATE SELECTION AND FINISH GRADE Z / / DOWEL PLACEMENT OF STONES WITH LANDSCAPE OPEN SPACE O 4" THICK CONCRETE SIDEWALK ARCHITECT. NATURAL GRAY-BROWN I' -6" SPECIFIED COLOR. �I BACKFILL M a PLANTING MIX O 4/ L7 • • _ 2. PLACEMENT IS TO BE NATURAL AND ►�.�..►�.�..►�.�.,►� _I I 1 ' I_ i,.4.1 41.i.I ,.AAI A,.�.A ,.A./A,.�.A M �fr��r��r�fr�fr��r��r�r C. r 1:12 MAX. SLOPE / r r/ f/ f/ f / ° , . RANDOM IN APPEARANCE. SIZES SHALL BE % , - , - - - \ - _ ° 4 ° ° _ PER THE BOULDER SCHEDULE. / , �� N r r l °° d v ° ° ° ° ° •� •�OiOQOQOei000 - �, I� �� I h I•I �• I I,I•I' I,I•^ ' N / / ° ° d° _ w- •'O. O. 000000000000000` .0 04 - •.. .-•�• „��,,,,�,,.•.� ,, .wv,` _ c,U`w•!•!. - • •�•e•0 •e •�•!••••••• �•�•� 1 11 / r r / ° ° •.0.0.000000000000000000o0o•gQoC�o 3. PLACED BOULDERS SHALL BE INCAPABLE - ^' '' '' '' '' '' '' ^' ^' '' '' '' ^' '' '' '' '' '' ^'� �''� � ,��♦''� "O"I �''�''�''�''�''" -111=1 I 1=1 I 1=1 I CONSTRUCTION rr rr rr d iv- •' ••O.00 00 00 00 00 00 00 00 00 00.0 610 .• ...• -- -1 1 1- I ��`f�o��-s��.`f 1/2" X 10 1/2" GALV. 3 HEX BOLT, NUTS AND NOTE: 1. ALL NAILS, FASTENERS, AND HANGERS ARE TO BE i WASHERS GALVANIZED OR HAVE "Z-MAX" COATING. o ANGLE TO MEET POST RAILING Co RN E R o CORNER 4 X 4 CURB .-C__2. ALL WOOD - PRESERVATIVE -TREATED MATERIALS ° DETAIL PLAN 2 X 4 X 12 BLOCK �n ARE TO COMPLY WITH APPLICABLE REQUIREMENTS N o1 X 3 TRIM /1/ OF AWPA C2. ° o ` SECURE WITH #10 X 2 1/2" DECK SCREWS I'IA 3. DO NOT USE CHEMICALS CONTAINING CHROMIUM OR ARSENIC. SECURE RAILING WITH 6X6 POST BELOW. EXTEND TO NOTE: #10 X 3 1/2" DECK RAILING HEIGHT. SEE DETAIL 1 / TRIM END TO MAKE SCREWS L5.05 4. PRESSURE TREAT ABOVEGROUND ITEMS WITH 1. ALL BOLTED CONNECTIONS TO HAVE FLAT WASHERS BOTH SIDES AND HEX NUT FLUSH WITH SIDE RAIL RAILING BUTT JOINT WATERBORNE PRESERVATIVES TO A MINIMUM TYPICAL. RETENTION OF 0.25 LB/CU. FT. (4.0 KG/CU. M)AFTER 1 X 4 DECK TRI TREATMENT, KILN - DRY. 2. HDPE 2 X 6 DECKING AS SUPPLIED BY TIMBERTECH DOCKSIDER COLLECTION SECURE RAILING WITH PHONE 1-800-307-7780 WWW.TIMBERTECH.COM 888 N.KEYSER AVE. SCRANTON, PA $i--q' MAX' #10 X 3 1/2" DECK WIT5. RESSURE H GROUND WITH TREAT WAOTOD MEMBE ERS PRESERVATIVES STEEL IN CONTACT 18504 OLOR: CEDAR DECK SCREW- 2X6:#10, 2 3/4" FLAT HEAD MIN. STAINLESS EQUA`S?NC\NG SCREWS imintrill TO A MINIMUM RETENTION OF 0.40 LB/CU. FT. (6.4 1 llIlIwllgI_Il 111111' KG/CU. M) 00iii....11 10„ 1'-6" 5'-0" • • • FLIIIPO EASE RAIL EDGES TO 1/4" PACIFIC COMMUNITY DESIGN RADIUS 12564 SW Main Street Tigard, OR 2 X 8 RAIL CAP97223 SECURE WITH #10 X 3 1/2"...,„:4•:___7 __ [T] 503-941-9484 00 �o _ _ DECK SCREWS A. NOTES: iPI 1. SEE STRUCTURAL FOR2 X 4 RAIL1ST SUBMITTAL: 01/14/2022 Ill 3/4" CHAMFER BOTHCONNECTIONS OF DECKING AND CORNERS AT RAILRAILING NOT NOTED IN THIS DETAIL.ENDS (TYP.) Lu PLAN WITH HANDRAIL REVISIONS 2 X 4 RAIL SECURE WITH 1/4" X NO. DATE DESCRIPTION BENCH AS SPECIFIED 7 1/2" GALV. HEX HEAD BOLTS, ll 1.111 o SEE LAYOUT PLANS FOR o • - - NUTS AND WASHERS. LOCATION TYPICAL ALL RAILS. TWO ISI 1/2" X 6" GALV. HEX BOLT, 0BOLTS PER CONNECTION MIN. SEE RAILING CORNER 1 X 4 DECK 6 X 6 POST (TYP.) NUTS AND WASHERS w DETAIL ABOVE TRIM FINISH- ,l EQ EQ ' EQ EQ O„ MAX GRADE 4" 4" 2 X 4 TOE KICK B'-0" EDGE OF DECK W/4 IEYOND Ti h� 3 2X6DECKINGSECUREEQVA__ , BLOCKNG TYPn 1.�1 WITH #10 X 3" GALV. } _ 0 * DECK SCREWS ',�� __ ►�I } = X45°\ . /it, A , 2 X 8 JOISTS DF #1 0' ---U- \ II-� L :. M M (� (TYP) 1 io I II I II I I I 4 ■I= At ir„,_ '� SIMPSON HUSC48 °1_ -- _I I ° III HANGER AT POST _____— a� - SIMPSON LU26 JOIST I'- _ _ 4X10 BEAMOWN' - 11 I -IlIII HANGER, (TYP.) 00‘111111 __ THICKENED I III-III-I = I- ft■-- 6 X 6 POST, MAX. 8' O.C. IIDEWALK EDGE 11 11 ll 1 I- =II I I-III-I: SIMPSON EPC CAP, 2 X : BLOCKING, _ _ III_ •,-,`• a-.-- PREDRILL CAP FOR ' USE (3) 16d GALV. AT DECK EDGE 7 I I-III-III -III - HANGER NAILS. X X 6 DECING,III—III I -I =, __III _ _ Q ø-r � NAI S PER BIDE, Zo ____ woo/OP TYP TYP. ? Ell' —III—IIII I-I 1 X 3 TRIM — M 11=1-• -III=III III=III—III—III - Ill'7k1,11 =1 iI I=III— III III=III=III—III= �, 4 x 10 BEAM SECURE WITH =I ' ; =1 I=1 I=�I I- I=1 1=III—I I�III—III—III—III—III— • P ■110111111111111111111#10 X 2 1/2" DECK EI I I= , ; k :'� ==IlI=111- =I1I=I1I- I I-I1I=111=111=111=I1I=I1 EXISTING GRADE (VARIES) , , \sow TYSCREWS I I a a I III—I —III— IIIII I— . ` ' ; �� 'INIII- . I-III 1 EXISTING SOILS ; ! �CAST IN PLACE (W/SONOIIIIII—I = n-��n,- E 1=I I ='• ; �J I I- I I=III: TUBE) CONC. FOOTING 14" _ - (��,exievtace, -� -�I I= -III-III-III III= I I -III= DIA X 36" DEPTH 2 X 8 JOIST, �"'_ -Ii I-III- EMBED POST _=I 11I— 1=1 I I— 11I=III— I = I=I1I II_II -11 I I �I IN FOOTING =1II—I I III—_ _14" II I III I - l=Il I=Il IE 111111111:111 CONNECTTO�_�� _ 4X8BEAMW/=III— 0� �+� 6" DEPTH, 3/4" MINUS � , I TaylorMorrison® _ �Q SIMPSON - �y, 0, I , ISI COMPACTED 1 I LUS26JOIST 11: CRUSHED ROCK 1\ i I_ HANGER, T OVERLOOK SECTION 1 IIIII \ , (TYP.) SOUTH RIVER L SCALE. N.T.S L4.04 �� - _ - _ - _ _ © MANUFACTURED STONE VENEER L4.02 7///// �, TERRACE CV 4 9 #4 BAR 16 INCHES O.C. EXTEND X I ° 1 r 1001 36 POC • - F BE CH O TL NI E I', PHASE 2 THRU VOIDS IN CMU BLOCK TO Q 2' GROUT JOINTS. FILL CMU m Q. AS SPECI'IED SEE �- UPPER MOST COURSE. 0 ° VOIDS WITH GROUT. n "23 COi , _ o a a 00 3 , M. . LA OUT P ANS FOR I _ o 6"X6"X12" HOLLOW CONCRETE m (P LO1 ATION 0111111111.1.11 . ,6MASONRY UNIT CMU BLOCKS ��s TE�� (CMU) ‘Akki.......---0d W 44 a P m L, w (TYP.) cn 513 ..z...._•4"o • N > , 0 a GRADE CHANGE VARIES - SEE GRADING PLAN ' r Kristina M.Koltavary E-� LIIIII Qd° G0 ' 2 X 8 HEADER, OREGON WCJ _ 1 _ - I- LU �� 11/08/02 �� a A , �Z�� G °I A �sLiCb1 FINSIH GRADE w1 -ISI-1�1-ISI-ISI-111-t�1 a °ia,, / - / - / alla 0 �� OPEN SPACE 1—III—III—III—III=III—I __ �� — -I I—I 1 —� 111111111111111111 J �I I-III-III-III-�� Z ,.... I�I I I I�I I 1=1 I - �� ° I__ I � �� 71 rn rn #4 BAR "L" 24 INCHES 7111-11 i _ O.C. EXTEND THRU VOID I I, 0_ IN CMU BLOCK . —III- • • a COMPACTED '' 1 NOTE: ALL WOOD TO BE PRESERVATIVE Ni I ° CRUSHED ROCK o 1,,....... I TREATED (PT). ALL DECKING AND RAILING CAPS CONSTRUCTION o (3)#4 BAR CONTINUOUS. 3" 11-1 -60-60 60-d0-60 60-60-, TO BE RECYCLED MATERIAL: PRODUCT-III oO o ,oQ o(�o i oC7�0_ 1 o CLR. CENTER VERT. IN FTG. 11-1 � 'I_ *11 DURAWOOD DETAILS 6 6 Q) IQ) tn Q �\ a PROJECT NO.: 395-103 u o\-, -E. ,, ro CULTURED STONE G TYPE: CONSTRUCTION on FREESTANDING WALL / LANDSCAPEg m OVERLOOK PLAN REVIEWED BY: KMK -57 \SCALE: N.TS SCALE: N.TS L4.04 Os 0 \i) MOU-O,MO L4 • 04 _d P.O.DRAWER 330-DUNKIRK,MD 20754 USA VICTOR STANLEY/INC.® TOLL FREE: (800)368-2573(USA&CANADA) 0 Each slat is precision- -Manufacture's (f P,,,,, ,',i„em 1962- P.O.DRAWER 330 DUNKIRK,MD 20754 USA machined to receive a steel TEL(301)855-8300-FAX(410)257-7579 P.O.DRAWER 330•DUNKIRK,MD 20754 USA Victor Stanley, nc WEB SIIE: HTTP:// . CTSTLEY.COII ( VIC J�OR S]THEY, HNC TOLL FREE (800)368.2573 (USA&CANADA) TEL(301 855 8300 FAX(410)257 7579 �� o spine and fasteners. *ALL DIMENSIONS ARE IN INCHES* Na PG OF 2 t _ �ldnnujacturereofQuakty Site Furnishings TEL (301)855-8300-FAX(410)257-7579 THIS PRODUCT IS COVERED BY ONE OR MORE OF THE FOLLOWING WEB SITE: HTTP:/(N'NILVICTORSTANLEY.COM CADD Department VIEWS 6 25' U.S.PATCANADIAENTS D523,263 S; D526,805 S; 0563,689 5: *ALL DIMENSIONS ARE IN INCHES* PRODUCT SPEC I F I CAT I 0 N S 110953; 110954; 0 The steel bar is inserted DRAWN R.D.N. REV.816198 and the fasteners are 1IIIM EC REG.DES.NO.000503297-0001 26 318' ° o .. , sT. 6Standard 6 Foot Len th o driven into precisely 4711 � All fabricated components (Anchor bolts located countersunk holes. � _ Standard Surf ace Mount are steel shot•blasted, provided by 1:°11"*- Th ( etched phosphatized others) 30 The holes are covered with o® y Shown With 0 tional Re tied P P 1�� filler material. s -, NOMINAL SLATSrM and electrostatically - ) , SEAT 1.(...\„,..4, SII Second Site Systems 1 z 4 s powder coated with TGIC - HEKGiT L . � 2°x 3' ; Iii I I *For your convenience and economy, polyester powder coatings. RECYCLED // (NOMINAL)SLATS �� t SECOND SITE cuTSICTION L 22-3/8' `' 1.5/16°TUBULAR �•I �_ this table is shipped partially unassembled TM STEEL RING ,�w 'All dimensions SYSTEMS I �j, x.111‘ are in Inches" DETAIL / i` 36 GALLON CAPACITY HIGH The ST-6 Rectangular table top is comprised U.S.Patent Pending 114'zèIr of(8)2 x 4 nominal re cled woodslats� �, DENSITY PLASTIC LINER ) ( I Cy cOpy�gnt/998 SI '", WEIGHT NOT TO EXCEED 6 LBS, are thrU bolted CO Steel sU rt braces�, ( ) PPo Victor Stanley,Inc. Slats are installed Ea h n i f 2"x4" in the same confi oration ;_ � SITS ON 318 z 3 SUPPOflT BARS c seat co s sts o (3)•� All Rights Reserved. �133/4' _ (nomnal)recycledwoodslatsaswoodslats. 3 4 SQUAREii' �CENTER ANCHOR LEVELING FEETwITH I:r,ii i li:111111 PACIFIC COMMUNITY DESIGN A 318"DIAMETER BOLT HOLE 12564 SW Main Street Tigard, OR THREADED STEEL SHAFTF��N/ V�E� 97223 '- CEARANCE FOR 3/8 AVAILABLE OPTIONS, LIDS ANCHOR BLTS ( [T] 503 941 9484 �- POADER COATING STANDARD TAPERED FORMED LID.AVAILABLE WITH OPTIONAL DOME LID, 10 STANDARD COLOflS, 2 OPTIONAL METALLIC COLORS, DOME LID WITH STAINLESS STEEL ASHTRAY,CONVEX LID,CONVEX LID3.7800 INTEGRAL WELDED CROSS-MEMBERS CUSTOM COLORS (INCLUDING THE RAL RANGE) WITH SELF-CLOSING DOOR, RAIN BONNET LID(AS SHOWN), RAIN BONNET LID -v OF 1-1 8 TUBULAR STEEL SLAT TYPES WITH STAINLESS STEEL ASHTRAY,AND RECYCLE LIDS.ASHTRAYS AVAILABLE WITH �l �' / d d RECYCLED PLASTIC SLATS(NOT 2nd SITE SYSTEMS®) OPTIONAL ASHTRAY COVER. 1ST SUBMITTAL: 01/14/2022 71-3/4°CENTER-TO-CENTER COLORS:GRAY, MAPLE,CHERRY,AND WALNUT SECURITY �� I 1 CENTER-TO-CENTER DISTANCES ARE APPROXIMATE SEE STREETSITES SERIES°FOR ALTERNATIVE SLAT OPTIONS STANDARD WITH LOCKABLE LATCH.AVAILABLE WITH OPTIONAL KEYED / t% 1 (VARIATIONS IN CASTINGS ARISE FROM DIFFERENT RATES OF COOLING) LOCK BOX.LIDHBOLTEDEINAPLAC.AVAILABLE WITTHAOPTIONAL MOUNT WITH / REVISIONS AVNLPAOBWDERP COATING INTERMEDIATE CENTER ARMRESTS NOTES: 3 ANCHOR HOLES OPTIONAL 0 OM CO `��\V` - - - V No. DATE DESCRIPTION 10 STANDARD COLORS,2 OPTIONAL METALLIC COLORS,CUSTC#1 COLORS(INCLUDING THE RAL RANGE) 4',6',&8'AVAILABLE WITH OPTIONAL ARMRESTS 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. n��sQ I _ 1 SLAT TYPES LENGTHS 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED,PREHEATED,AND ELECTROSTATICALLY POWDER-COATED WITH T,G,I,C, POLYESTER POWDER RECYCLED PLASTIC SLATS(NOT 2nd SITE SYSTEMS` STANDARD 4' COATINGS, PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT TO FILL CREVICES AND BUILD FILM COATING.COATED PARTS ARE THEN FULLY CURED �� ) TO COATING MANUFACTURER'S SPECIFICATIONS, THE THICKNESS OF THE RESULTING FINISH AVERAGES 8.10 MILS(200-250 MICRONS). / „,.. COLORS: GRAY,MAPLE,CHERRY,AND WALNUT STANDARD 6'LENGTH SHOWN 3. OIL IMPREGNATED BRONZE BUSHINGS AND STAINLESS STEEL PIVOT PINS FOR DOOR MOVEMENT, STANDARD 3/16'SOLID STEEL LATCH ASSEMBLY OR OPTIONAL All specifications are H SEE FRAMERS MODERN"SERIES FOR ALTERNATIVE SLAT OTIONS STANDARD 8' PATENTED STAINLESS STEEL KEYED LOCK ASSEMBLY. subjecttoChange. 2.7241 NOTE& 4. THIS VICTOR STANLEY, INC. PRODUCT MUST BE PERMANENTLY AFFIXED TO THE GROUND, CONSULT YOUR LOCAL CODES FOR REGULATIONS. (10)518"I.D. 1. DRAWINGS NOT TO SCALE DO NOT SCALE DRAWINGS. 5. VICTOR STANLEY, INC., PLASTIC INNER LINERS ARE MOLDED ON TOOLING DESIGNED FOR AND OWNED BY VICTOR STANLEY, INC. THEY OFFER MAXIMUM CAPACITY AND STRENGTH WITH anchor bolt holes Please contact factory - 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED,ETCHED,PHOSPHATIZED,PREHEATED,AND ELECTROSTATICALLY LIGHTWEIGHT CONSTRUCTION USING CRITICAL MOLDED RIBS, INTEGRAL HANDHOLDS,AND HIGH-STRENGTH MATERIALS.THIS MINIMIZES HANDLING DIFFICULTY AND FACILITATES EASY for details. Finished grade POWDER-COATED WITH T.G.I.C.POLYESTER POWDER COATINGS.PRODUCTS ARE FULLY CLEANED AND PRETREATED,PREHEATED AND EMPTYING AND STORAGE WHILE AFFORDING LONG SERVICE LIFE. COATED WHILE HOT TO FILL CREVICES AND BUILD COATING ALM.COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'S 6. ANCHOR BOLT NOT PROVIDED BY VICTOR, STANLEY, INC. 7. FOR HIGH SALT ABUSIVE CLIMATES, HOT-DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE, HOT-DIP GALVANIZING IS PERFORMED FOR VICTOR STANLEY, INC, BY AN SPECIFICATIONS.THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS(200-250 MICRONS). EXPERIENCED QUALIFIED FIRM TO WHICH PRODUCTS ARE SHIPPED FOR GALVANIZING, HOT-DIP GALVANIZING INCLUDES AN AGGRESSIVE PRE-TREATMENT AND IMMERSION INA TANK 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE.THIS VICTOR STANLEY,INC.PRODUCT MUST BE OF CHARGED LIQUID ZINC AT OR AROUND 860°F(460°C).THE RESULTING SURFACE IS RESISTANT TO RUST BUT HAS SOME UNEVENNESS RESULTING FROM THE BONDING OF THE ZINC PERMANENTLY AFFIXED TO THE GROUND.CONSULT YOUR LOCAL CODES FOR REGULATIONS. TO THE STEEL SURFACE.AS A RESULT, THE POWDER-COATING SURFACE FINISH OVER THAT GALVANIZED SURFACE MAY EXHIBIT BUMPS, UNEVENNESS,AND MAY NOT BE PICNIC TABLE - MANUFACTURE R 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY,INC. AS SMOOTH AS THE STANDARD FINISH;THIS UNEVEN AND INCONSISTENT FINISH IS NORMAL FOR GALVANIZING, CONTACT MANUFACTURER FOR DETAILS, 3 5. FOR HIGH SALT ABUSIVE CLIMATES,HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE.SEE WRITTEN SPECIFICATIONS FOR DETAILS. B. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE,CONTACT MANUFACTURER FOR DETAILS. 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE.CONTACT MANUFACTURER FOR DETAILS. 9. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED. 7. DOS PRODUCT IS SHIPPED PARfiALY UNASSEMBUEll( ) CM 324 RTH�SD�36 SPECIAL SCALE: N.TS L4.0� 11111 GREENSITES SERIESTM 36-GALLON SIDE-DOOR-OPENING LITTER RECEPTACLE GREENSITES SERIES ''' STANDARD BENCH WI1H DUCTILE IRON END FRAMES I SHOWN: OPTIONAL flAIN BONNET LID SHOWN: STANDARD 6-FOOT LENGTH COPYRIGHT 2015 VICTOR STANLEY, INC.® ALL RIGHTS RESERVED COPYRIGHT 2011 VICTOR STANLEY,INC. ALL RIGHTS RESERVED REV. 12/7/15 DRAWN R.G.O. 2015-1210 REV.5/3/11 DRAWN R.G.O.2011-325 BENCH DETAIL - MANUFACTURER 1 TRASH DETAIL - MANUFACTURER 2 !Emil SCALE: N.T.S L4.05 SCALE: N.T.S L4.05 Wex . _. .... .... _. __ ,.......___.../ _...._ _,....„ �- TaylorMorrison. 7,„_____ \ Z"---Z--- .4/ __,..T SOUTH RIVER / _______ C E / / �� TERRACE K M STANDARD RAIL STYLE WITH WIDE SLATS AND A CONTEMPORARY (I\ o SQUARE TOP RAIL 4,0 M MATERIAL- EXTRUDED ALUMINUM PHASE 2 FINISH- GALVANIZED co Lr, \ \ r Standard Profile ��,I S TE�� L,, 513 / . vIi •0 AS- ��3K ,......7, rKristinaM.Koltavar H._ yPORTLAND AREA I ontemporary quare II(/o `Y OREGON 2700 NE Andresen Rd,#G2B \/ 11/08/02 Vancouver,WA 98661 I \ �� o GET Di RECTIDNS _ �� 0 = \,__\ (' � - \� �.� \ _ /a \a PHONE(IN OR):503.517.0968 - NI� -_ _- PHONJE(IN WA):360.213.0958 --�I� -------------_,-__---=--------; �� FA)C:36Q.213.0959 / 4 �► `p. � OPEN S PAC E NII-IF EMAIL:Portland.SaiesCurailpro.ns �� illIllh�j '� o AI ACCENT BOULDERS l.� � '4 �' ro, FINISH GRADE i/ rn L4.03 FI14k � I_' °-� ALLAN BLOCK WALL �i • �T� ��A � �III� � a SEE DETAILS SHEET L3.06 �,# � � 2" -Aft- ,-:, �NJ � t1�r a 1i ��, �� ;��r I ��, /�� ' � � oi�t�it�i•�� r�f ��'. / ��rl�� i��1� I"I/�'�j I�.��,r, BOULDER 0 I �fr��;: ♦1'116 r ` ♦ 1 �! 11�i�� • - N •��,,�, i.- v1 / , /�i/�i�� , L4.03 FURNITURE �� r��,�� I ��, I'�;► . RETAINING WALL O aminmr Fr-- iI ir:i�i� Ji� �r� � �rrl►► �� „,,,/ � ��1 �r'I��♦Ai��.�, �� 1��1{�I��'r �V� 1 �� II I � � I � i / / I •1) 1>f a s rRnpvcd�Uf r \\V -.�� I,9�' 1°,T-1.'''10. 1it4� ��j��Oi�l ��`� �j��i`�i:��H .,�� ,., r,�l�� I 1y��y i��N�� - 1 2 1 5(0 ♦ �`'•A rfl ,T- ' �� ' ,111 ��1v '.1 /l. ',guy.�r ,, ♦ i��n� I� -.��., �'b ► / /��!�i gill r , ,r:�,, �►�I�j ,.� , I ��, DETAILS iC� �ligtrliiD��! AAA �r-� ♦0 tt/ �� Old d �r, �� ; ' �, 1 1, I�� ,A ��y L1L -,,,,,002-�� / Vlh��V�� V� 11 ��r,.�� i�RaiIPro Picket Design t � ,� I .�1+,G„��tyoS�� 1�j! p„��, t1�,i�I )� ._4...... / „,.V„/, . it �) ��.1,,,o l�'. i. FINISH GRADE DTA / �� ., /� (r ( �, r 4 �� A s., .i �/ 81.10.••• s lrr s �.� 7►r 1S 1 �iif VrOi,i.i i4 . - £` '" ��IP�/ k t \ \ / �� .,.,% 1�►,►,�1►I,�,i� ,. /� \�QIrI�� l� / �� i I(0 , . 1 1 !�R�� . 1 �/ �r 1�1.__ `� rL PROJECT NO.: 395 103 1, Ai r 1 I► �/�/ ��1 1 til. . �/,i I fr , 0 f /.. , •4. 41.-Af//I,.1er.� /.! ./ li�l,,k i� / 11 v, ,/,A : •„ .nr r n 1 �/ \nr11 Tri Trr 1 rrrT 1Lr !rrrTI Tr -. ••d! i c TYPE: CONSTRUCTION ro J o - REVIEWED BY: KMK 3 GUARDRAIL 4 ROUNDABOUT ELEVATION A-A �5� m L os c. SCALE. N.T.S L4.0 5 SCALE. N.T.S IYI-.0 5 u; _M TEF L4 • O5 _d Z =1" Lady Bug, Ant, Frog and Turtle =I'M Balance Beams 5 �o Steppers . �a Products: 1000070, 1000071 P �• Products: 1000092, 1000093, 10000221, 1000222 �m - ' fit,t ;*/ " fr*,7:A:-&-- "--," --'44-14-‘'•,--,,-",i,; ',:..,,,.:. ,- li1 .. _ .� �• ,.. -. �� '.:.1[^:C7-71,1'_1111,111, � S FN, • .i _ 1 �1C _z _.14,14� �'' L111.I 110,!--,.,.'.7 I/. r lilI.- 111*** ✓ �r / Ta a - af - E:.: Aft iI_ iIi iI_ iI_ i iiIIIIIIIIIIIIIII1i i i i i i i 1 1 1 i i i . iii i)1 ,, '�.., , : � ` .-51T�`,� .�_ : ...:31."!$:r:•146: 41.,17441.,:itt-L!:1,•e_.:,.:,.‘A,;:,.,,,,.. / - - 1 :d. �. , '- , ' ''',:' r •-').*?:' T:.,.. --.i:"� yi rP:virik41K �li: " f,4„'y,::: 7' :.'.....;,:: :: .': -. ..,-':''''', 11.1r" ° t F �,p�/��,:e M1►9' 1 i'� tiw , •••=2,tit;. ;i ,�./ �.• 444 ' ''moi/ , ,m,,,,,_, - '.41V‘...'-' All.1 �:�k� g .�, -,Y.,t` t. •� ,JI ? ( ,r. ��/moi/� _ ....p''.:;: . .,.,. "'-R. .y `'., !N `6 , n" � _ -•1, V w'l- When is it fun to step on critters?At the park of course.Kids can step and play on these critters all day long.Made of A naturally appearing log with a sculpted bark finish makes fora very unique Log Balance Beam.Fabricated and themed ....„\ durable long-lasting Glass Fiber Reinforced Concrete(GFRC),our steppers will stand the test of time! from Glass Fiber Reinforced Concrete(GFRC)to create a great look and feel.Challenges kids'balance and stability and provides fun. .,, lir PACIFIC COMMUNITY DESIGN 1111:. , ' 101111 i., — / { \ \ 12564 SW Main Street Tigard, OR 97223 / • / I iipre-.:11:!..!7:Ni _ / /\ 0 AD 4* [T] 503-941-9484 \ /: `+,L e ` 2La2y10 0092pper„ L 2_A1000093 nt H:1-0" L:1'er Frog 2Stepper Turtle L:1_TU 10002 Stepper o 7 Log oeaBeam(4') Log Balance1000Beam(6') { /" `k, ; r/ �1 \ / 125 LBS 125 LBS 70 LBS 60 LBS 400 1000070 1000071 -7"x H:0'-9" L:6'-0"x W',1'-7"x H:0'-9" �� %� LBS 500 LBS 1ST SUBMITTAL: 01/14/2022 +r.I".," 1 vLS�- ksO�� /t\ / -Dimensions and weights an:approximate- 5121 Winnetka Ave N•Suite 108 -Dimensions and weights an;approximate- 5121 Winnetka Ave N•Suite 108 ffirir! �,, ... -Heights shown from top of surtacing- New Hope,MN 55428 -Het hts shown from of surtacin New Ho e,MN 55428-- { \ \ �^ ti. \`�. / { All images and concepts are Copyright m 2016, All images and concepts are Copyright 2016, g top g p REVISIONS �� ,� ♦ Cre8Pla,LLC-All ri hts reserved.Cre8Pla may User Group Age:2-12 612.670.8195 User Group Age:2-12 612.670.8195 Y 9 Y Y CreSPlay,LLC-All rights reserved.CreSPlay may P 9 ��;`` �" V ` ` t change or modify this hformanon as necessarynfo@cre8play.com / �7�r��` / t Revised 4/18/16 change or modify this information as necessary info@cre8play.com �`l_r '7.414.1,:. _ and witnout wtice, cre8play.com and witnout nonce Revised 4/18/16 cre8play.com N O- DATE DESCRIPTION / • \e / / / =Pt 1® Log and Stone Steppers / Products: 1000050, 1000051, 1000052, 1000053, ifri \ O\--.10-- 1� W' 1000054, 1000055, 1000056, 1000057 PLAY CRITTERS �y, - PLACE AND INSTALL PER 1'" 0 MANUFACTURER'S RECOMMENDATIONS 4111 - _'� ; �■ I_ •1111' '� �� 1 4:. L III' - � - C _ I — .. PLAY CRITTERS .._ ` NORTHWEST PLAYGROUND EQUIPMENT -4 MANUFACTURER: CRE8PLAY 612.670.8195 WWW.CRE8PLAY.COM OR APPROVED EQUAL - LS- (3) LADYBUG STEPPERS LS- (3) 16" LOG STEPPERS- 5-12 LINK 111111111 LS- (5) 24" LOG STEPPERS- 5-12 LINK 5 iLB- (2) 48" LOG BALANCE BEAM- 5-12 LINK • -,- - - 1 �<c. , Uniquely themed wood logs and cut stone designed as a balance and stepping feature.Constructed from Glass Fiber Reinforced Concrete(GFRC),these steppers have the appearance of real tree stumps and boulders with a kid friendly flattened top.Available in four sizes at finished heights of 8",16",24",and 30". ` r- ReWeA, ieVtaCe• il' ' 1. 1111 /77 lilt& Ili" 1111 \--------- \{ 8"Log or Stone Stepper 16"Log or Stone Stepper 24"Log or Stone Stepper 30"Log or Stone Stepper , , , _ TaylorMorrison® , �A , 1000050-Log 1000051-Log 1000052-Log 1000053-Log 1000054-Stone 1000055-Stone 1000056-Stone 1000057-Stone L:1'-0"x W.1'-0'x H.U-8" L.1'-0"x W.1'-0"x H.1'-4' L:1-0'x W.1'-0"x H.2'-0' L:1'-0"x W.1-0"x H.2'-6" 115 LBS each 140 LBS each 165 LBS each 190 LBS each T N v -Dimensions and weights are approximate- 5121 Winnetka Ave N•Suite 108 SOUTH RIVER C All images and concepts are Copyright 0 2016, Heights shown from top of surfacing- New Hope,MN 55428 CreSPlay,LLC-All rights reserved.CreSPlay may User Group Age:5-12 612.670.8195 L PLAY EQUIPMENT DETAIL 1 ----- change or modify this information as necessary info�cre8play.com and without notice. Revised 4/18/16 cre8play.com -c u SCALE. N.T.S ICAO, TERRACE TrM N rsiO CV PHASE 2 r.-/' co so O <c I S TEle�O J I- 513 Lu Ln on C-' Kristina M.Koltavary E-y OREGON t., 11/08/02 �� w �`ql'E AR O Li a a N W 0 OPEN SPACE crJ ,-' PLAYGROUND O Os r•1 N d N EQUIPMENT N O N O 0 DETAILS O v, N a) a) -c N 0 PROJECT NO.: 395-103 u N -0 TYPE: CONSTRUCTION co J o REVIEWED BY: KMK v, on c 3 R 0 0 r"1 O ui O, M L4 . 06O Z I I NOTES: I I1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, E. LEGEND. 4• I !il 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK E. „�1•• BUILDING FINISHED ELEVATIONS. `��_ I 4. QUANTITIES ARE TO MATCHLINES. /a:�r ii, FA /m19 BLIL 1bp--tc4 -7• will ep,, 1 17 SF � 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN �•�� '%t�� 5 OATS 6 OATS 20 IRIS 17 BFES 12 MOND ��,/ _�� -4116 � �� 1 �� 11 FOUN 11 THAI 9 MOND � �� 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC Z��• � ��2 : 138 STRW 26 SF 31 SF 40 SF 21 SF 33 SF 10 SF 8 SF �'� �� UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION ii� th, �� f �:(ey,..4 118 SF - -\ ..1♦ " War DRAWING. ,,� i:'�0��OOi i i i i Jii�iii':�:�ii:•ii:��ii.e"i:i•��;•;•;•�•�•�•��D�•�•�•�•�•� - - -- r j „�� 1� M r.•/♦ �� 1� �� X91 �I� III �� alb ':: :J:::• •_•1 ..v . V. �- 1 - - .l, �. I l� � ,�� , � 1 � � - ,- ��r ��.,�,._<� / / -� �.��II��jj � •, -- ��r��- ��q �1�llitrior 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. � 1�i� 1_ipo4l0 . • 0, 1�♦ • " ik 4+ N om.44 r, �► li-4►.�-- �sit �1��►� , ��)�1 .r • *reltior. ► Ir/�1 /� �� •�� .1� U - .y, ,, Orel, VQ - .kic% �� Ii f / �, - ��II 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. �� 9.9 �J�-�� t '-� - / .�, ,�%��1� ��: �yJ�r�x�� j/�-►✓/ �ii� ��:��i/��i i�I�i/. i.� i �_/ / d • /.� ��►�%t , �,t�17 l��!��l� •�� •��,'+ _� . �A�� I�� ,i©• � !R vJ /� �'� ' •tii� � ��r�� ,�� ELECTRICAL SERVICE TO BEA MOBILE HOME STAB IN. 00 i Vic: o ° o• o o•,�'`I t/JI ' ` ► 1 0 ��.�x1 1 �i///'� Icy 1 N..‹.::. i�/1�i��•l .'f` ♦� i y,1ti.o, o 0000p0000popo°op0000°° ` 11�.,�i,�e ' ,' �'� � +poQao°op000p0000°oop000p0000 opo r -� • �,, p o 0 0 0 0 0 0 0 �►`L •��11� �� o°•a°• °°pOpppO°°pOp°pOo°pOo°pO000:•oota�� 11 121 STRW 36 MOND 3 FOUN 3 FOUN �� '�'�11011 I�� p° p0Op °° p00op° °p0 p°°p -a•� /1�� i�� Stl - ir„. o°gpoo°ppp0.°�?oo°p°°0 .00.00°.°° p°°•°g,�� "•i�� CRUSHED Ami 105 SF�� °i%D• � �� 31 SF 12 SF 17 SF ��/�1' , �o°°oo°„ 8 OA' Fillii:11) 4%14"...4A �004,4--,..0- 0 ,.. �. ROCK PATH r5.os " '°°° '�� ,� _� 42 PACIFIC COMMUNITY DESIGN 00000• �� 141 STRW 17 DAYL 39 STRW N 12564 SW Main Street Tigard, OR 123 SF 94 SF 34 SF o NOTE: 97223 J [T] 503-941-9484 THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE 20 THAI 24 IRIS 6 DAYL W SUPPLIED AND INSTALLED PER W THE IRRIGATION SPECIFICATIONS. 1ST SUBMITTAL: 01/14/2022 40 AI 47 SF 33 SF = rjr ,� j rrrrr r � to .44111111 � pirFriffee,....4110003.00012000c,,,,siorfz7;41,;„ �rr•!•..,tr�.1w.,�'7•T,J��'��,,'L•"��,•�l'�•,�,I<'�i��., ♦.� p° pp °°vp�� ,p°� p°• o•; p••:pp• p°'� l' 205 MOND w REVISIONS ''':%X33:: : �': %�::�::�:�:�:�:�3' "•. p°°�°°° ° °• ° ,pp°p°°°' W TERRACE BOU L' YARD : ❖.❖,.•.,.,.•......... ,� , , 111141\ 11 �► y �; •' 178 SFtil NO. DATE DESCRIPTION SW RIVER , ,. _ 7� �� r ��r�w_v�w��'!� � ; ; �-' %` w,.. , ,,.- , , ........• .......... _ _ �� - - ? FOR SOUTH RIVER TERRACE � `•' °• p �'. � '/'/51�•' ' • ..❖.❖.❖.❖.❖.❖.❖.❖.❖-- ------ ---- --__ ''J�I�I'Op'00°p•Op OppO° OppO°�p0p -� .� .• •. :.• .❖••••••. .•.•.**".•.'4.+.-------. - ----- _ �O°°°�pp0Opp04 °°°opo ppo°p°°opo°opc'.'.'.'.'.'.'.........�.'.....'.'.'.'.'..'.••' .•iii�.•iii❖ii�.•iiiiiii!•i -_------_____-_ J rr��1�� ;�� r2-� - �xx�� _rrA u BOULEVARD STREET TREES, 6 FOUN 14 IRIS 23 BFES 1- SEE DRAWINGS L1 .01 - L1 .07 10 DAYL 45 SF Q 53 SF 35 SF 27 SF SOUTH RIVER TERRACE CONSTRUCTION _ 8 FOUN DOCUMENTS. COORDINATE. �.o °• • - 42 SF 31 STRW ■ 26 SF �� • �� 36 STRW °'_ 9.° 31 SF � A ��41/,40((1 Wil'. III/I�i��-- 8 OATS I I ��•'1�`=`f :;: 401, 99 MOND 59 BFES 366 STRW ��:• 87 SF 113 SF 44 SF 317 SF I -� 1 i �i%�iI//� �� ".'I/ 111111 ��/i��►��•�� r� p��'�� _ grrilA ` 1 2OATS�` E� �I , '�•� �� "i twilvAiiii! ��7�-?~ __-_-=__=___=_ _ _ _==_-_ _=__ =1� ocryp � � �� I Ali6 �1 12 SF � �� y � _ If��;:�(iy'4404�►/�ll�.�i1��J hJ� ;'z � � �.e ■-. �iC.i� �' r�1: 1 mil`J►. .1 A2 �-4014 Pill � i'1?I�1nw�iCj� Tf '�C :• i� %� � I l�-� _ • �S ri , �� .1A 1 ,�/ ��.��1011111111.11, ;�t��!,.�_• �� .► :. 0 ��► ''p,,y �(iiyy) �V��Y Vn ,le-811,V64)010140 1♦�_� � �;�x� �I .-�� 1111111IN ,41106.1101"._24011tioroe '/^ ..� 7 .41#401% 4 for silw�11.,f .,,.. ..401lriiic___4440461.*MOLittiO,‘1,,A, k.iiit1101�„ r�� 22 STRW iltloo :‘ , 15 OATS io � O '�410� `_' 1p 4 ti-//ri 19 SF4�� I . � I F 68R.. ��_ � 5 0UN1, �1 209 STRW 28 SF �• ?v)-,,,,<, 29BLIL�� •o // 16 DAYL I **az %�� 89 SF 41, AL. ��i'� �i�'i� �'` 182 SF ��/ ► "revtch.c..e., ��, 25 SF �/ � ►" impfftiv:i o;:•o%�,�/ 75 MOND �• �� `i�� ITaylorMorrison® NEIGHBORHOOD PARK ,,. • °° � �� SEE PLANTING SET FOR a ,. �� s ; °°o.0 °°°o° •G/ ,1��!= 1 �, ��„��,-- r' 1� rmyi��i °o o°°o 0 0°°0°1,41:0:::00., .r •�F �4i� PLANTINGS THIS AREA �Ih �' x,431, 10k.y ° , ! � i � ��!�'-� �� 1�•, R ppo>, , ar,-le-;-S".:,..44,_. .P-Ptotz,r,,,t)*e..-4 Olki -41P. ,,,Ahlki, / liwr, _., ��_W N.04;) Of i' 1 - i V, NI*� SOUTH RIVER PI'-4-1101114,-k4._ APA-k- i..‘411 41111W:./ ae-w • •,I twet90 --11 �..y'�• _c= �' \ ,l t i ' I /�,1�1 �_ 1� I ,. .°°�°p°Q Q.,O��O°gip°p4 °°o Wgid°p W.�'`,_�1 , / ' / , i= 1.4110 - .o°�pOpO'O°°°°po°°po _op000h11110 1 , �1 _ 'p .°� p°° ° °° Dp'"\14- � �'��'� TERRACE i�� iii ��il I��I�� 13 DAYL 15 FOUN411 ' 68 SFS �� M 79 SF �� PHASE 2 N c�- rrr N O N I �.0._.,c)L S TER�O CO RIVER TERRACE BLVD - PLANTING PLAN 513 5 J r- Kristina M.Koltavary IL OREGON ,c i CsN \. 2 E AR IL 3f1N3Atl H1591 MINI maiMS •blvi � �� ._ Jaik, 3 ►ii► �� lim J c. EM=I .._ __Iwa i RIVER TERRACE immi nom mmilkril ;' ! �� BLVD M 0 1 0 a e'v' C . _iii_ N i ri,1 f di��[�_1 Q Ni iiiRIutILlI!i o AREA 1 PLANTING PLAN � MB=-- I I -� Lil kylQ ro PROJECT NO.: 395-103 ,, ro (05111.0N7!1.3)7 056£ 'ON '21'J) 'Ob 5213J021 1.021 MS TYPE: CONSTRUCTION CD REVIEWED BY: KMK On C m L SCALE _0 310 0 5 10 osM 0 1 INCH = 10 FEET L5 . O1 0 1,_z I I NOTES: 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. x- p 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, �j NOTES, LEGEND. J M I- O 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK Et W i.r-; BUILDING FINISHED ELEVATIONS. W J 2 to W 4 . QUANTITIES ARE TO MATCHLINES. W W v.) l= 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN W _Z W7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC J N UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION W DRAWING. Z =I = 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. U I- 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BEA MOBILE HOME STAB IN. PACIFIC COMMUNITY DESIGN 1 n12564 SW Main Street Tigard, OR 97223 0 0° �o c [T] 503-941-9484 X00 °°c IlkCRUSHED NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE 19 BLIL ��° IttiotorN,,k L5.09 ROCK PATH 1ST SUBMITTAL: 01/14/2022 SUPPLIED AND INSTALLED PER17 SF %/A!ii _di THE IRRIGATION SPECIFICATIONS. h '-`° 53 MOND 7 FOUN 22 BLIL 7 THAI 8 THAI 11 MOND 37 MOND REVISIONS 9 MOND /r X16 /If ��, 37 SF 16 SF 10 SF 32 SF .►P 1, 46 SF 19 SF 13 SF r0, l� h � �i_ _ .�. 8 SF _ NO. DATE DESCRIPTION ,L11117/ X-2 3WTAWAP/�� , �, rie % L . �'' {�I '. i t �.—� --Oltttrior jar 4.,:,:,:.. _� r -4..; / .4;1 _ TRII � � ,"ttp4Artr101 i .�. �� %,, , .� , e� �____ _-- ,.� 4► �� ..,. - C�-:='�"�"�"�"�"�� \ FOR SOUTH RIVER TERRACE il - ��__ 1 � � 1 ,,11rPrieWrrillr.10111PA i E/�,. stir .� .«�ti��x ` ��.5�>>� _' � TUU��, Pirdt 0 � :'�.r�� !� , 0 x x x��k_. _- = s ---- - " . �r+ ,; .4,�9 � �� 4 �r ..,,�_. ►, x .��.. 6,..��ili�l/�i �� , D1i � �11i,�� l/�/i�, �� i��/�ii��i�ii��i .��i� i BOULEVARD STREET TREES, 0„ , - � ,1c41. �► �lt 1 - •I►l ,.iii - SEE DRAWINGS L1 .01 - L1 .07 1 4„4 iii ' ��' �� 16 THAI 51 STRW• �[��.._ 23 BFES 48 STRW 7 FOUN N �� °°O°•ott,, i.� 102 STRW.1.416 °'o°' ' 8 OATS `,°°•O�• �� , e �� 89 SF 45 SF 32 SF 44 SF I 42 SF 32 SF SOUTH RIVER TERRACE ` '•°off: 8 OATS 41 SF A 42 SF I CONSTRUCTION 39 STRW 43 STRW SW RIV DOCUMENTS. COORDINATE. 34 SF 37 SF I 20 THAI 33 IRIS 7 DAYL 238 MOND 8 THAI I 23 THAI 40 SF 64 SF 36 SF 207 SF 16 SF I 45 SF . . ...................................._..... .; ; I I NOTES: O �O 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. J J 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, 1- I- NOTES, E LEGEND. W W W W = 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK E to to BUILDING FINISHED ELEVATIONS. W W N N 4. QUANTITIES ARE TO MATCHLINES. W W _Z _Z 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN J J = 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC I- UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. Fr................fi:" 0 1. PACIFIC COMMUNITY DESIGN - --- 12564 SW Main Street Tigard, OR °° °oc 97223 O. oo°; goo [T] 503-941-9484 ° NOTE: °•� °°, Q CRUSHED THE IRRIGATION SYSTEM IS DESIGN BUILD. 19 BLIL ei 0k,,1 � , L5.09 ROCK PATH ALL IRRIGATION COMPONENTS ARE TO BE 17 SF /_P�' �� 1ST SUBMITTAL: 01/14/2022 SUPPLIED AND INSTALLED PER / ' THE IRRIGATION SPECIFICATIONS. I' ``� �:' I /I'/ ' 33 MOND 14 THAI 15 THAI 901 0 , 3 FOUN 20 THAI 11 MOND 37 MOND �� l 29 SF REVISIONS 10 SF 32 SF 28 SF 30 SF a ��ti __ 18 SF 40 SF r r r • r F NO. DATE DESCRIPTION C��i - -- - - - �_ �y �� - is 1.. ROW- 1�Iliffirreatillit:Y4/ i/2 r � 'r gin �, r r rr r rr rr. r -� "r,, �1 I( � �� ' �� . �i..,, ��r" ;,�Ip ��I�f�yj �;%. �!�r: 'C�I�i CI� -,�� ,� ��,r� � --_'_-'-� --'-� 0; - � � ,_ �I -� ;_ � -- �11R�_;� ,._ , t,� �� ,�. �A A FOR SOUTH RIVER TERRACE ig,,♦ ... .�„ = iiii '., v. >._ �1•h7 �E" 41. /// ,....&„.,,.,- 1;742.` .. . >' �` P1r ��jvi'��ji r� 'Ne./1�. -� �� 4-44-414 -.-ir,Ave /4 BOULEVARD STREET TREES, ��i.- . ��/.► ,,___,_ ..- ��/J� i��i/� 4/4, � �1� III � 1� 1N-,...,-,-,�, _. / 51 STRW 48 STRW 7 FOUN 13 BFES 5 BFES •` ` 1 ,- �I r l�� 24 BLIL 47 STRWI 45 STRW SEE DRAWINGS L1 .01 - L1 .07 4'. ° ��Z, ��i 21 SF 41 SF 39 SF SOUTH RIVER TERRACE 44 SF I 42 SF 32 SF 25 SF 10 SF `'• °o°°o°° I I. ° •° �j 49 STRW 12 OATS 10 OATS 43 SF 65 SF 56 SF 41 STRW CONSTRUCTION I 36 SF I DOCUMENTS. COORDINATE. I SW RIVER TERRACE BOULEVARD I 4 FOUN 135 MOND 93 MOND 20 THAI 7 IRIS I 26 IRIS 125 MOND 8 THAI 23 THAI 117 SF 24 BFES 81 SF 40 SF 14 SF 50 SF 109 SF 16 SF I 45 SF 23 SF r r 47 SF r rrrrrrr r rrrr ...... ..... . ... .... ....., v.•Oi ��i�i 1:i�i�.::::I�i0•i.,:°4 O::::1i•.i•.O.ii5•,•:44. o.00c� /;//; r r r r r r r -_-----__�� - j � le � � jrAC� � O�C�C?CJ4**;,, ..,, ..., ..... . .... ......1�. +- .•. r.,a r r rrrrrrr r�' ��;�::�� -- ;� , • � �� Ah - 1�1 IV AM* � '� '� � ♦��ri r rr r�' i�� ;-' r '"111-.:.' oA 0 111 y-4 .4•. �V � ��i11 � � � f'1�� -,'�� - �i ��R�l;l►��'�..�fR1�� f1,1�� .��•��A�� s'I'; r _ t 1�)egovolt ;-�+� s!- ,,► ore i►�,et s�►�� aro °ro or °°r ° r►�s�� ................. . -•-•y•.•..,_ '. zsr?,,,,o,,,,,„, ., .;U I _ ��J , ��1��-b � � ��Q,� .�°. °oo`°° o• `°o�� oo° oo°000°000°000°oo° oo°000°oo -P'•-'� -•' ... %:.�00 00 00 00 00 0 00 # ....4... r fo• o• o 0 0 0 0 0 ,,-1°0-°°°°'"°%°'"°°):,-.1_50 00° 00„°0°..00° o°° o0 00 0�„ °°mac,' _,/,-, 9 ,_,„-_,„-_,„:„._1-5-r_rr 10 DAYL 9 FOUN I 248 MONDIIEIIIIIIj 7 FOUN 7 IRIS 7 THAI 2 DAYL 7 DAYL 53 SF 48 SF 216 SF 36 SF I 13 SF 13 SF 9 S 37 SF I I :Lvelt,28 BLIL 29 STRW I24 SF 24 SF I 18 STRW .� �-� 16 SF I•oiiip 9 FOUN o°o°°0.4 •/� I ��9•°�°��•� �' �•.i� 48 SF 10 FOUN ;.;.;I_o_.0 1riir, - ��/ TayloNlorrison. I Apil. iptlaw 55 SF • .l1 I - - 263 STRWdir__.01.1101 frAW0/itik LI �� \T 41�=4.+* . ::::::Z...2.1 213 STRW &69R SF9 OATS '�/%'"""��' �%1 1f 11�%lilki .� �- �_ . SOUTH RIVER . AWA 1'� / �I� I .�� '►- --��iet �il� • �� '�/ %I�--,m, "I'I IIS► �'�'VIII 1•• :1/ •• / ��_ l i �l �' L .1��!`I%�� „ „ „ „ „ „ „ 1 � ,rlPd,`� w X10` _mo i ,oc••DIY ( • '� / _ �,�►�',� . ., . r�- 1 _ • A114 11P .�� TERRACE • - • - , . � ► ,tire,_. i.� , .. Qi .nmi. �1. �� «,_ �_.- - -� � ��rlllr�.: � f,'�, • . .. ---- � �� ,., , , � � • Q IIVVIT-110400,1440tMejak*oM ��/0a1/s��i� ,�•�_ O°• O° -,•1 � �. �� a�;�Irv.�� co.......74„7,16 FOUN ° 15 FOUN �/ `�1��'j Mloorive.meotoomptiltreAtirsvolioNt.3._-4 . � - % . , PHASE 2 vow I .tp- . �� .�._a � �� 85 SF >oo °°0 80 SF �� \►��f �� S • ��t ��. .� -0jnwiiii .°° �. ��' 'fir 21 DAYL � �✓� �L s TE 0. °° °` 102 THAI 1� �/iii////0. �� '°° °` 11 F 163 STRW � crs / % 75 BFES o°<3' ;.,<3 8 S 200 SF d �� 146 SF •o• •° 142 SF I 4� 513 M / 116 BLIL -�_ t• . 5 OATS- 374 STRW 101 S F �� Lli / 23 DAYL /� /o 0 0 ° rrrrrrririrr rrrr �i''_'�•��/ 25 SF 325 SF •� `o� • w 111111111111 ' -----_ - _ O °oopOoo�oopOoo•'r � �. r r r rrrrrrr rr r r r r� I' 298 STRW E-, w 140 BLIL 121 SF �!"' % . �ItA _ I I NOTES: I1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. M I 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, O LrINOTES, Et LEGEND. W 1 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK Et W 3 BUILDING FINISHED ELEVATIONS. 2 to W 4. QUANTITIES ARE TO MATCHLINES. LU W __ ,,\I5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN J �'1Apf 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC U �III UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION a� ;, DRAWING. .SlA.SI O 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. Zr�f % '�,' 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. O BEAMOLE HOME STAB IN. ,1I1II *$h1 fill', rrrrrrrrrrrrr � �i • -j � � �`� I 12564 SW Main Street Tigard, OR 35 MOND gni011111104111;37- r�r/ � � ► , i 97223 30 DAYL 30 SF /�� •�P'. 40 �� i �� /�►�/ 1 %��l '-� • • V �•�• � 'IV 30 [T] 503-941-9484 160 SF i� �, ! � • 010r�'\ 41 �� 5 OATS 18 IRIS21 SF 001A, �l /� vl �o oft a�roA)4 FOUN `� ,i i V,, 4 DAYL 7 FOUN ritir3. ' �• ��•\ 1 1 �' � � �� 10 F 1ST SUBMITTAL: 01/14/2022 27 SF 35 SF � �� J� � +-�� \W ��4 FOUN 3 DAYL 15 THAI34 SF ;.noes P•sy �• ��:' o �� V ��J�J i T r I NOTE:33 MOND 22 SF 23 SF ►� ►�, a. i� �� .... °°' 0111411�1 �� al>�� . .w 227 STRWSAI 18 SF 29 SF gg ��,� 71��' I ,��1- ° o°° A►.:�j . �•, . THE IRRIGATION SYSTEM IS DESIGN BUILD. REVISIONS 29 SF o••oo°'oo•o: Il�jl-��''1 '��0� � '1:1 �! :� .::.:':'�'O o• � ��r/ l,!.�� , 199 SFSF _ _ . :a°°°°° .°° � ,° r �- �� .� �:.•::..r::�s=roo•.o•. °° �'�° �� `-� A� - �� !� ::: ALL IRRIGATION COMPONENTS ARE TO BE o .o ,000 1� 010.,!. 4...,...-?-44.-.+4•44+.4 000: A�J �I�i� s �,- ..°• o••° 'o ."o 'v► T41 .o• ;o` 't� 1 . . . . •° A � .-' �•'•'•''''�'�'� ':' NO. DATE DESCRIPTION / �V � "'i L' .o ��..... ..... �° ° o �/r C,'� SUPPLIED AND INSTALLED PER r r �� .. o o o .i1 _/ r1I �1t 1 If1 1 �. A 4. �., ,_ i� 'V � ° THE IRRIGATION v i -e_ ° G ON V --�� o � � 27 THAI 1 ( o - �_ tel. _, ♦ ° V 1 1 o ° 1 A o � �J � • I 7 • ° ° OQ Apia* A A ° O I y ... .. � ° �� 53 SF ° r r .�i'Ii ° Ay-o.,,.� yrs .moi///J�/i/I/�Ii / �i� /:,:,........:"A 0 •° °°.�°°°o° °�°a�'�i •� /��l _F err`(/ r ; ,, CRUSHED ° ° ,% °°°o'oo o °°o °°° ° 45 STRW 5 IRIS 8 THAI 94 STRW ROCK PATH ° °• °° °° ,0 ° '' - .f ' rrr ,,tow-cot I o o ° o d'oo° °° °° pO pO pO °� STRW L5.09 00000000 0 000poo°y°oo�po �000�poo�o� °nn r �1 ��J 31 MOND ° 0°00°•° ° so°°o° ^^ 5 DAYL r rr r V0 } FOR SOUTH RIVER TERRACE 41 SF 39 SF 9 SF 16 SF 82 SF ,, , - ° • .° o°°° ° r a",r 26 FOUN 34 SF �J� ��` yi " 27 SF •►� I i ��- 143 SF :,.-,, C�0 - • BOULEVARD TREES, 20 FOUN oa�o�• :'� SEE DRAWINGS STREET L1 .07 I107 SF ti�rlli�'� J ~ :.':: : •° °;r.°f% � : 61 SF # _ • .,.,oy. • - -r_,,.,► . °oa°° .❖o.• •�o 1 •°�. '•:O�% ♦ 'moo 4** p G GAO °O•i �� 'T ••:::�? !a •�> � .;� NOTES: 1�r0' , �� °oO0•` 6 IRIS ;. , ,� �i *::•• '�! °p° � I F - 6IRISpo�//� po°; 11 SFihY Vii.., ell ��,' °p• 1. SEE SHEET L1.01 L1.06 FOR STREET TREE PLANTING PLANS. ��'�� © � �, 62 MONDik I r *- .�� . 1111 SF �-� 54 SF r � / 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION 417 I j �� rr fir ; i; DETAILS, '. ♦1X / 1-' /i .' 1.rG 7 LAWN NOTES, £t LEGEND. 04**4 t.* V 45 SF � � MATCHLINE SEE SHEET L5.06 r MATCHLINE SEE SHE T L5.07 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK Et r i BUILDING FINISHED ELEVATIONS. 11 THAI rrr . -` � I FOUN \'� 7 40 SF ) 4. QUANTITIES ARE TO MATCHLINES. rr r • , 5 IRIS rr �_�.- 16 SF i /rri r' ��$I• I ::� 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 510HSFI `�4411k* N• �'� ;.;:015 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC Alk r��I,'�ii�e 7 YARR ;• UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION A00011.t16744�`^�/ ��:c 11 FOUN 31 STRW P 041- -� 33 THAI :4 �iF� �• 14 SF � 65 SF DRAWING. :;:;:%:;:"� � .+ r y'� ��\ 11 YARR 62 SF 26 SF 6 OATS • �ti��,�♦ '�i� �� Ol� �� 21 SF1 �� 8. SEE CIVIL PLANS FOR IRRIGATION METERLOCATIONS. j�� •/�l� �� 38RUSH ' .1 17 COLM �. ti•�� Q �'�� 33SF �►,�`'-�'�', 15 SF 4' � �\_ -\- 9. SEECIVILDRAWINGSFORPOWERTOCONTROLLER.• �� .►,►,�,, � �� ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. �� • . X11, �� \ �� _ �j. ':► :►. l•O 37 RUSHOW .r oma• V.W r� 32 SF �� i/� ,;.�;. ., • 1 .l v." I\ w.rrrr ��`/ C 'i= 27 SF ��`,�y� � r � r. a .00 .❖ �,�� •l ��30- I� r rrr r�, 29 sTRw '/�� . as� -•:;;•s:❖•arsko:::os:::::::ik,:ttat.a-\_4:_wo !�•• 1�� Zl I�;�.� r r �� // j +{ 0\ 1,44 14 IRIS 11-;**4041,1a'"::krieriolir:IFP:1:41414'0#1.0114 r r 24 SF � a.ar►;.,.,.... PACIFIC COMMUNITY DESIGN l�-l� �r rrr r, • � , � fj , �. . . .r asasaaa � .�� 27 sF �- P.....0.---,Illi:1) il�� • r rr /� � 1 � � �'� 12564 SW Main Street Tigard, OR � 1►.• r7 FOUN4 . � ��: ' ' .` �' � 97223 ��.�. rr )11( . w .. NOTE:• .7 �0 rr 33 SF ��►�1> �'�: :,: . l . ,.d,�� 23 RUSH ��!/, [T] 503-941-9484 /�� / ,_` { �� , ,._. OW� THE IRRIGATION SYSTEM IS DESIGN BUILD. i' IlLr r0a�►1I� \ 1.1: �yA�, 19 SF / �1/' �1 ALL IRRIGATION COMPONENTS ARE TO BE lilt, 22 ASTR �47 ♦ \ ,l _;. a 1�� rr ::: .*,..," FUN • 1ST SUBMI14/2022� r 4 THE IRRIGATION SPECIFICATIONS. i041� :';° `4(.4) ri��' �`jy'('- \ 7 � REVISIONS 37 THAIL i a.a �4� ,. � � �� .il 71 SF LAWN 20 SF � �a,Qo °� 1� �j' �.��'�'� 20 SF RR LAWN •1NO. DATE DESCRIPTION 748 SF \ 5�� °1 � �, ),, , 1017SF ©� /�; ��'1� i �I`�� FOR SOUTH RIVER TERRACE NI- �(C�9`-i►►"►�..rj �� i 17 YARR o I .k...4'::r./...�.... 35 SFWirdi , �/ BOULEVARD STREET TREES, 36 ASTR J ►�►�►�►�►_ JI 31 SF ►� ��••:iiiiiii:•:i��•••�i��•�� •'. SEE DRAWINGS L1 .01 - L1 .07 45 STRW W 435LM 38 SF 11J I 30 SF 33 RUSH Sirr 0 SOUTH RIVER TERRACE = 14 IRIS 29 SF CONSTRUCTION tf) I W 27 SF DOCUMENTS. COORDINATE. L.L.I Air O N 13 OATS � � °°o°° •°oIlk N\ \ Z 69 SF 4 �� 000° J .° o 2 �' `` I 44034 "' •�11.2,44f.3..? r:�� ,�im _ 84 MOND U wL�firt-w_ C!� . �� a( 0 `1 .4 73 SF „h..... 4,f) ��'Ifi:yt)'11 r♦� ��'' 18 SF �� y�Jell ,6,0,..‘"sv=, 21 BLIL !�'/Fp� �= rr/�� 24 6THSFI •o°° a 41-P* . ,, 0 Z.V7--- t _AM.k4- `.1 /OrgV ' i il it)A* '" /AMU // so 0 so 0 r . Or t -4-•!--110 Oily..cc,I.,9' v.•.-34 1- %1lMli ' Ny0/ ;:g0g° d j j iroilliaeoyOrk, 4-4- i".41100 /// „ ‘ 11, toil)! it r b.a. '�_f"; 4 DAYL * 101 23 SF 0o• Ai tillg-*__,14/00,01:00,/,,,,,,////1///(/(''/K,„, /.��I�l � / '6,4��Q��•� °° •• Vill. 83 MOND /•0° \ �� '//© •0 , _ I� �. . (/ w-V 4,0° 0 li fr si-oillikOr ir i • S716,71) .000. /0 0 72 SF / �� ',. ••°oo. S► �� rj'j117 MOND = 0 404. o°o�� v ° •°o°oo° 123 STRW �� /�r�61 STRW �! .r ,.00° 0.�` ° °o° 107 SFittli53 SF 102 SF ►� ° �`' 'O000, °o. 1111V1( 1*. Rewexievtace, ,• '<(' �00011Piii\4 ��/ -�� d1 0 o .O°0o 22 FOUN wer► I, 23 BFES _ /�At� 44 SF = -/�/� ,°°° �o°°• �� c& �J36 TH °o�• 119 SF i��AIL* •��•`�`'�� ° JP 1243 SF 70 ` TaylorMorri son. ik 10 FOUN = I/ `� �/ °o° �� °°° ° 53 SF :;'�oo°o0 8 DAYL $\.) p0000•• r r r r r r r RW -- & ° ego? 44 SF •0 20 OATS �1� � • // //rrr// //rrr rrr rr rrr rrr •.141 •I�� SF __ ��oo°ooc 110 SF / °` \1� •( r rr,rr rrr t)etip O • o°°' ,° �, =,, , �. . ( Aar .. SOUTH RIVER v I :' 10 FOUN ` � 111111m1.0% %� I • �o � °o°o 53 MOND .�14C-4-.0tPV�� Opo ��/:: 54 SF T *4� �EE E�� +�'II,t rI� / V�aF? �, yC '°000 �i�♦/" ► 46 SF ..: ;.� � >� r I 1 �II1 �� 1111,E 'WA.VII .�►14► 1 0.a .° . r r /�' �� '� y r 'W ,.I •° rrrrr I 7 rr: f; y-tab- TERRACE � .: �: �, - "Velror'ikki47-1"&"4*11,--4-ii‘ �� rrr rrr rrr rrr rr VO ,rrrrrr r � ��C ;0 ;0�,��,j° ` v111 d r ': rr rr rr rr rr 4 ,r �►C��, ;rrr, / ; o .��„� ,�)��_�.G II t►� ♦��♦��1 ♦i��.♦i♦.luuts4f_toAkr. r r r r �,�,� �. ., �� ., �, . � . , .� D 12FOUN r // rs PHASE 2 M`41 55 MOND �� , -�=� --� .� �i i • �� i i1rr rr �� ' 48 SF �� I\_1 11��1 �� 1��.i♦�i��i .-�r� 120 MON 68 SF rr rr ^' )(� f• ,_..4----,„,.� * ,/0- �V �'It ,off, ,.�,, ♦ �- `� `� \ �' t/� 104 SF 7 DAYL r // 134 r 134 THAI �I -4 �.�ll!!1�i�.��I. !� rte.. ��P/ c,1 ` . 136 STRW //: � i_�_� c_'!T ,. . i1� ��y��1 v 39 SF rrr rrr 262 SF A,(� r rr GISTEk 122 SF -=,� ,^j,i'W�l riAl -�►� �\ � k4, '� / rrI �i �.6 4., ��(,�1�7 �11 '�� lr ° ��.��•4F ° j� rr ��., 513 1N IfFy'a�y - t �� °°,00.oatig4p4,:ii4 � �� rr rrIQ •� o •iFLIJ � �, i , IpIL - +� 19 DAYL fes`-, , ► ° , �� .�e� rr rrr O� C-' Kristina M.Koltavary E-- ,.,;�,► � \ .�� • 104 sF / � �� . . �� ►..�h► -a �� ' r ,. � r r C.3 �� , �I�► OREGON W �.� � � ..vimISSWIT:,::,7:::.::::•:.::,:•:.::::•:.: 31110Z, rrr rrr�'ron / ��/� l� ♦ �� \ i .oo° 00 o I��:.�/a.��:i,�A�//, -u.. ..-SII// `� '�I� / � �II /I/ �I �1�. � /. 'i/��i�pp. � ,� � r r r (� IIA ►� ��, 000 °°° °oo t:\�.,�� i 1 / D 144GiIJ�1 I �I� mow/ r r r 11/08/02 3 i�� W. � ". o0 00 0° �E Iittlfelltr-1 ---1-,Acew-A .:31.4.-aicw.� tiit ,�,- � �� r r r �� . (� ��o. ,:+/ a °a.°°o °°a °°o.° . ' � _ ' ' [�In,�!`_�rI r r r �s'Ctir a; ,��,� ►r4ij ''�� ' ` ____ .°°°... oo ° a°°° I i� • A. rrr rrr _1.4;0 `SAE AR ,� r +' 04$0:479,-- -___ ____ X11 ° ° �r i � k� ...44k4.2540 _- � ° :.°oo°°°.,.• _� rr rr z i�,1 )�, - 94:10111)v - ld ----------- / 118 THAI �� °°°,. , �.it t rr i( c" �W"�/_ //�g�� oa -_-- - 234 SF AtV , r , r ***Int-ii'?' ,0.°o•'o•;T � - lAgrr �lr 3f1N3AVH1591M5 11111rAleWill ii .6.`41 . 1 ♦f♦41�_'' �� a---__-- __ r r r r °o°• ilt ' rr - (tel (� r RIVER TERRACE r"-,,,.1.4_,..4",,,s--yP ��. � � axi ��i- 33 BFES rrr rr rrr rr rrr , ✓ - ♦� ♦ _�� r r r r r r �` im ► � I 65 SF �r rr rr rr rr rr rr ( � o r r rrr rrr rrr rrr rrr rr g,m. ,�- :4,► �.- "" , ��imm ��I& i1ii .►INI BLVD IME.1 �1 �j .,vel �: j�%/ 11 ritJ �_ rr rr r .��). r r '�' -0 a e,. ,a3 �a M 4 ,i AREA 5 45 STRW �• � ��%=' a40. , , �., _ _� ti , ,,,, • 51 -- olini� PLANTING PLAN ��Ealkia, , k �a �� 22 FOUN �i �� : / ► 4-"+►�� L ,�� 120 SF IN LI �� ' �2 19 OATS N �� % I z, .mow �l { 110 SF f I �j 11 a, h0 ( II� II T ��. t � --i �a ��I .�� " PROJECT NO.: 395-103 13 JN a, �_ *t° 343 STRW �� 1;001 ,':E**,, �• '��r Ir.�. 2 SF I � I 1.11.11 MI 298 SF I1111110.1044--Izi- v-A - - -/ r ' �. Ev' TYPE: CONSTRUCTION N. �i�,'I �Irl�jib �� REVIEWED BY: KMK �� ,�I ��l��o (OGLE 'ON '21'0) 'tJb 52130021 AN MS � kl..1 JL � \-r'lrfikt7.9"V' • w o :-.- i ,.� 14 Ffl1N --) SCALE 10 0 5 10 a 0 RIVER TERRACE BLVD - PLANTING PLAN4z L5 • 05 1INCH 10 FEET a ___.) • ,..... \ J NOTES: • `,4. W 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. W rrr // = 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, /rrr/ r////// N LA NOTES, Et LEGEND. /r // // r// rrr///// ///// /// LA 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK Et rr//r//rr rr//r//r// W BUILDING FINISHED ELEVATIONS. ///rrr rrr rrrrr rrr rrr J 4. QUANTITIES ARE TO MATCH LI N ES. rri rrr/// //)//) //r/// u /, /r///,rr 113 THAI rrr/r//r/ H 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN r r r Q rrr rr ///r 225 SF //////////// ///)///,/ / / / 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC / ri//, //, rr/,r/,r/r UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION rr rr rr rr rr DRAWING. /r////'/rrr // // rrr r// // rrr// 8.8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. rrrr /�/ rrr✓r/rrr/rr/ 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. r/r r/ rr//,rr//,/// 9. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. rrr rri rrr rrr(// // rrr / Fr,e1:1 r/rrf//// PACIFIC COMMUNITY DESIGN // // 12564 SW Main Street Tigard, OR tii,: r r 97223 /r/,2 r/r [T] 503-941-9484 (//f/ //r NOTE: // rrrr(2)rrr FUTURE CONDOMINIUM SITE ALL (IRRS DESIGN GATION COMPONENTS ARE TOBEI1ST SUBMITTAL: 01`14/2022 SUPPLIED AND INSTALLEDI PER i A4d S // // THE IRRIGATION SPECIFICATIONS. REVISIONS r r ®i IP,‘ rr//r// /r N O. DATE DESCRIPTION IQ326 THAI J` rrrrrr rrr rrr '>#,N , rr rr r/ 637 SF FOR SOUTH RIVER TERRACE /*/ i ,:.. 0+,0... I)� r(//;/rr rrr BOULEVARD STREET TREE Orrr OU S S, 13 FOUN °+::::::::r 46 �O rr/rr/rr/rr SEE DRAWINGS L1 .01 - L1 .07 63 SF r r r 1, H ''�- rrri rri rrr SOUTH RIVER TERRACE �'.�, �.� rrrii rii ri/1 r// -� . I/ rr rrr rrr rrr CONSTRUCTION �'DI rrrirrir// DOCUMENTS. COORDINATE. 0. Q�P� 1391 STRW rrri rri rrr 110011.‘` ( rr rrr le ' \ 11 THAI °o O o 0 r 22 SF ° ° 144) 11C0 ( Ill ce :1045 s S,:; ,� . 10 53 SF f*/ :...„----....Jway,, dis, U 10 SF o v��\i�j�' 16 BFES °°o �►`j,', � 32 SF •O-.0 o o' W Iliy.� •°°moo °; ... \ 46 FOUN, � v N. flim,, . °oo• r.Ot 249 SF �i `. .�� _ a� 25 FOUN ReWeA,(/ 0-i' �1s OrX �irr136 SF 11 OATS 111 61 SF ��4' �.1414'W- *:',g: , r 1 _ 10 .•• ea.� °oo' 6IRIS f i . TaylorMorrison® PI, I 1.05 . 1 • °oo o., 11 SF �� I' ,��'� `, 62 MOND IV' ‘....., ��'' 7 54 SF r !1,-, 0. 401* �r' r. SOUTH RIVER Ask -*r4°*14t MATCHLINE SEE SHEET L5.05 AA- 101 I 11 THAI ( 7 � Tc, 22 SF �� //� i ," TERRACE re!Okla E 5 IRIS e ///// is M 16 SF r rri(,i�r�ie�� PHASE 2 M 5 THAI �� # ��* ��'� N 10SF\ /\ . - V n 0 M 6 RIVER TERRACE BLVD - PLANTING PLAN GISTE 513 J IL t ' Kristina M.Koltavary ,,,' % OREGON ,c4, I t' 11/08/02 (- • Minn ill V • >_° c`�pE Ag� • 3f1N3AV H1S9L MS Min (MMl (M ` �� _i> MEM i1 �/� ME= = S RIVER TERRACE EN= 1 1 1_,..4)it M liil � i�I%%%%i/ BLVD u•mi , m� M N L A7 �' Q AREA 6 N A a r,on w M9 4 N O " -iii �� r, RIi • jUhII!ia PLANTING PLAN — ice Up 7 >_ I I ME W iii ' ' i� N PROJECT NO.: 395-103 �iiN li — — — TYPE: CONSTRUCTION o SUS LE 'ON '21'x) 'db 5213 021 AO I MS REVIEWED BY: KMK OtI C 3 I 0 SCALE 0 31 0 0 5 10 Lt; ms 0 1 INCH = 10 FEET L5 • 06 a NOTES: 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, E LEGEND. 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK E BUILDING FINISHED ELEVATIONS. O 4. QUANTITIES ARE TO MATCHLINES. t11 J 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN F- W 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC W 2 UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. LU LU t/1 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. LU 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. J ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. Z U \ H Q i PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR / 97 lit NOTE: [T] 503 941-9484 THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER 1ST SUBMITTAL: 223 01/14/2022 THE IRRIGATION SPECIFICATIONS. REVISIONS NO. DATE DESCRIPTION ;11 > FOR SOUTH RIVER TERRACE 4t'�;;�; BOULEVARD STREET TREES f3��='�� 60 MOND 141 t . iI 52 SF SEE DRAWINGS L1 .01 - L1 .07 /_��/� SOUTH RIVER TERRACE tir4i, CONSTRUCTION ,la 004pAll;# DOCUMENTS. COORDINATE. .:_frre .it, 4,41......-1, i A� slow / filik /, ..-*--iii4-4k-iiik "flit #00431-%Zrevet 'OWN" eat*4-‘11 ilf9 0,,d1110,0,07#.4111/4TA ce. , poropexArlip:V/ !Emil 60 MOND , io � 4tr /FUTURE f CONDOMINIUM SITE � � ivatiTiikvi �II�' ► �� =s'� , ` 61 STRW VEGETATED CORRIDOR ReweA, ,� ievtace, �E! 155 SF INOV • g� MITIGATION AREA NLOAP SEE PHASE 1 SHEET L3.010r��y�• 1, ,. +�: o TaylorMorrison. 004.14yr� _...s � „�� ,N 7. �� 61 BLIL �� ► ,,-�, 535E,4 SOUTH RIVER • / 0 TERRACE .000 •oo°o• 19 FOUN �� E •oo°• 104 SF M _ �� PHASE 2 N N A . .: ' �/ C�t S TE .�.. . �� 513 �� o .00. ,o r 22 FOUN 41 -000°� .00h 121 SF ��• �� • I•••••:•:•:•:::::::::::::::::::::::::::::::::::::::::: '::::::•:•:•:•+++++ ' ' __________ % ,00°°• °°� r' Kristina M.Koltavary E—+ 84 MOND o•°, oo° 73 SF ,. oo••• vosio2 46 FOUN OREGON w _40 249 SF ,o° r 1 1 —� �� ( �� a 25 FOUN 3 DAYL t °,O 311N AV H15k_ 91 MS - -,i PE AR� a 136 SF I 15 SF �►�� '� o. . . 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LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 NOTE: 1ST SUBMITTAL: 01/14/2022 / THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRIREIDGAATNIDOIN NCOMPLI OENENTS ARE TO BE REVISIONS / / /fr//r/;r/fr/;r/;r/;r/;r/;//rrr THEPIRRGATONSPECFICATIRONS. NO. DATE DESCRIPTION // // // // // // // // // //////////////////////// ///////r//r//r//r//r/ //////////////// / ririri//i / v P�Q FOR SOUTH RIVER TERRACE / / r/i gQV�-� BOULEVARD STREET TREES , �� p`�'E SEE DRAWINGS L1 .01 - L1 .07 '.1' 100 THAI �� 196 SF W ° SOUTH RIVER TERRACE S 185 STRW 300 THAI 161 SF 592SF CONSTRUCTION 273 THAI DOCUMENTS. COORDINATE. 534 SF �7i— / /r r / / / /r /(1, ,Y / / / r 164 STRW 143 SF 7r / /f // // /r/ r rr /rrrrr r /r /r /r /r /r /r /r /r rr r /r/ rrrrrrrrr rrrrrrr/ r/ r/ r/ r/ / rrrr lll�. r r / / / / / / / / / / / / / /// // r/ // // // /rr/ r/ r/ r rrrrr r r r //// // // // // // /r /r /r / / �f / f / f/ // // // / r / / /rrfrr / / / /rr/ /r /rrrrr // //1;;// �f;;/rf/rf/r// / r r / / '/ r / r/ f .///r/rr/rr/rr/r/ // // / / rrri/i/ii/i/ / / // // // // // / ori !EMS] ��/��r/�r/�r/�r/�r// w / /// /r//r//r/ r w ievtace, r/ /// / w W�L ////r�-ri//r//r/ / / "' �. //r//r//r/ r w // // // / w /// // // / �, TaylorMorrison® //////// //// / w r r r z r//r / J r U STAIRS SOUTH RIVER ✓ 15 DAYL Q SEE CIVIL DRAWINGS, 2 80 SF ' SHEET 216 a; c_J \ TERRACE 52 MOND � 7,,p —� oE 45 SFV Cp°pp OpvpOp-.. ,p ° 'F,11,Q �I po opo 00o po° po- 04/0 ° oOppppO°�p��-. �' �%� PHASE 2 M Gr pyO pOoopOo°°ppO d �� 0 138 STRW 5; NOTES: 1. SEE SHEET L1.01-L1.06 FOR STREET TREE PLANTING PLANS. 2. SEE SHEET L5.10 FOR PLANTING CONSTRUCTION DETAILS, NOTES, E LEGEND. 3. SEE CIVIL DRAWINGS FOR GRADING OF SIDEWALK E BUILDING FINISHED ELEVATIONS. 4. QUANTITIES ARE TO MATCHLINES. 5. SEE SHEET L2.01 FOR ROUNDABOUT LAYOUT PLAN 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE IRRIGATION DRAWING. 8. SEE CIVIL PLANS FOR IRRIGATION METER LOCATIONS. 9. SEE CIVIL DRAWINGS FOR POWER TO CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE HOME STAB IN. I:Lel 111 PACIFIC COMMUNITY DESIGN NOTE: 12564 SW Main Street Tigard, OR 97223 THE IRRIGATION SYSTEM IS DESIGN BUILD. [T] 503-941-9484 ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. 1ST SUBMITTAL: 01/14/2022 REVISIONS FOR SOUTH RIVER TERRACE NO. DATE DESCRIPTION BOULEVARD STREET TREES, SEE DRAWINGS L1 .01 - L1 .07 SOUTH RIVER TERRACE CONSTRUCTION DOCUMENTS. COORDINATE. I COREgravel GRAVEL STABILIZER COMPACTED%4" MINUS TOP PANEL 38-25 R, COLOR BLACK LAYER. COVER PANEL AND AS PROVIDED BY: SMOOTH SURFACE HONEYCOMB CORE CO. COMPACTED 1/4" MINUS 866.922.6736 PLANTINGS VARY FILL PANEL WWW.CORE6SYSTEMS.COM COMPACTED 3/4" MINUS CRUSHED ROCK BASE IIPPMNI • tLIJJOv`�vp► L , , , , , , , , , , , D00000 c0oooooO 1 ,I , 1 !Emil DC)oC)oC)oC)oC)oC)oC)o oC)oC)oC)oC)oC)oC)ooC� - ` ^ ^ ^ �� , —iii—iii—iii—iii—iii—(i i- )00000.0.0.0.000•000.0.0.000000c .c�RA�., fo ,_,_, oC)oC)oC)oC_m m,_ oC_n.% oC_m _em,)oC)m ./- \ \ )000000000000000000000000000000. 11=1 11=1 11=1 11=1 11=1 11=1 w ER \ l I—�- l C�l �l � 1-111=111=111=111=111=111=, , , , ; R:LveA, SWR —111-111-111-111-111-111-1 II = III 111 111 111- 185STRW 300 THAI \ —111-1 11-1 11-1 I I—I 11-111I1 _ 111-111-111-11 161 SF Tevtace 592 SF 273 THAI -111-111-111-111-111-111-111— —1—111�11 11 1 1- 534 SF 11-111-111-111-111-1 \ SUBGRADE GEOTEXTILE TayloriViorrison® �� , i i � i � \\ BARRIER �/ r /2; r rr r rrr /)//,r/ //://,r/ r/ r/ r/ //://,r/ //://,r/ //,(//,rr //2/2 rr //,'//,r/ //://,r/ //2///,r/ //,rr ( 9 I 1-111-111-111-111-1 11� rrr rrrrrrrrrrrr rr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr COMPACTED SUBGRADE r rrr / rr rr rr rr rr rr rr rr r , r r , rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr � 111—111-111-111-111-111-111 1 1 1 1 1 1 1 1 r 'r rirrr rrr rrr rrr rrr rrr rrr rrr r'/P/rrr r/ ��Il�. rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rrr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rrr 164 STRW rrr rr////////(/////////• rr rrr rrr r/(//////////////////?/////;///X/ r rrr rrr rr rr rrr r rSOUTH RIVER 143 SF , r rr rr rr rr r//rr rrrrr r rrr rrr rr rrr rrr rrr rrr rrr rr rrr r CRUSHED ROCK PATH r r.rrr rrr rrr rrr rrr rrf rrr rr rr rrr 1 rrrrrrrr rrrr✓ r✓ r✓ rrrrr SCALE: N.T.S L .0TERRACE rrrrrrr rrrr rrr € rrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrr M rrrrrr PHASE 2 N irrrrrrrrrrrrrrrr m� N /2 r ' 1 0 Aj/l A o ,/rrrrr 00 3f1N3AV H1S91 MS rAt4 6�S Tg CD 4E 1� (Et ma ma a v 513 a -; ..m I�� .�..I'01-{ mom mmmii I�mr �� ' 1 iL E Lt UM= 111 =Mimi r Kristina M.Koltavary U N 1 I w a vda3 a nn 4 © OREGON w STAIRS _ �_ilL ��q PE AR Z W SEE CIVIL DRAWINGS, En �� Z SHEET 216 famom . ow { { ISI LI; — J AlitL7c) miiiiiRIVER TERRACE _, 1— V��i r � BLVD M L a cOS6� 'ON '2I'D) '421S213J021J1021MS N AREA 9 N O N 0 PLANTING PLAN z- 0_ ROJECT NO.: 395-103 N -0 TYPE: CONSTRUCTION rocJ o REVIEWED BY: KMK on 3 m 0 SCALE 2 310 0 5 10 0 m — 9 RIVER TERRACE BLVD — PLANTING PLAN m 1 me- 10 FEE— L5 • O9 ,_z BS .E ARD / ROUNDABOUT PLANTING LEGEND ORNAMENTAL GRASS, LAWN AND GROUNDCOVER DEEPROOTGREEN INFRASTRUCTURE, LLC TREES SYMBOL CODE QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 101 MONTGOMERY STREET, SUITE 2850, SAN FRANCISCO, CA 94104 SYMBOL QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION /j 5043 INFO@DEEPROOT.COM STRW 4386 SF BEACH STRAWBERRY/ FRAGERIA'CHILOENSIS': 4" POT, 12" O.C. TEL: 415 781 9700 ..... . . . . . . . . . . . . . . . . . . . . Ir . . . . . . 16 PACIFIC SUNSET MAPLE MAPLE/ 690. . . . . . ACER TRUNCATUM X ACER PLATANOIDES 'WARRENRED': 2" CAL., B&B FOUN 3729 SF CASSIAN'S CHOICE FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'CASSIAN'S": 1 GAL., 30" O.C. TREE TIE (2) 0.8.0°.° °°°°°°°°` 296° GLAV. STEEL WIRE; LOSE DAYL 1602 SF STARBURST EVERGREEN DAYLILY/ HEMEROCALLIS X 'MONOLD": 1 GAL., 30" O.C. TO ALLOW 4" OFF ..111111111111 -•�� 21 PRINCETON SENTRY GINKGO/ GINKGO BILOBA 'PRINCETON SENTRY': 2" CAL., B&B le 41 DIRECTIONS MOVEMENT IN ALL 4 ,7/7/7/7/7/7/7(r /1 /1 /1 /1 r2285 DIRECTION S '1 /1 rrr rr rr rr rr rr THAI 4464 SF TUFTED HAIRGRASS / DESCHAMPSIA CAESPITOSA: 1 GAL, 18" O.C. MULCH AS SPECIFIED. ��--jj� FINISH GRADE , r, r, r, r, r, r, 1,� 1 ,' 18 EDDIE'S WHITE WONDER DOGWOOD/CORNUS 'EDDIE'S WHITE WONDER: 2" CAL. KEEP MULCH CLEAR OF j 804 TRUNK BASE. CUT AND REMOVE TWINE / BLIL 675 SF BIG BLUE LILYTURF / LIRIOPE MUSCARI 'BIG BLUE': 4" POT, 12" 0.C. BURLAP, AND WIRE BASKET ' j 2"X2"X8' WOOD STAKES ok,,,* / I FROM TOP AND SIDES OF 19 CHOKECHERRY/ PRUNUS VIRGINIANA: 2" CAL., B&B SET OUTSIDE ROOTBALL. -- _____--____--____ 550 ROOTBALL ON � E,, _ ., BFES 1075 SF BOULDER BLUE FESCUE/ FESTUCA GLAUCA'BOULDER BLUE': 1 GAL, 18" O.C. WINDWARD AXIS ; J 3' UNDER FIRST LIMBS OR 5' HIGH. __ _ (REMOVE AFTER ONE �; WHICH EVER IS LOWEST. 9 VINE MAPLE/ACER CIRCINATUM: 2" CAL., B&B 2465 YEAR J N NOTE: 41. 0.11-1 MOND 2144 SF BLACK MONDO GRASS /OPHIOPOGON NIGRESCENS': 4" POT,12" O.C. BACKFILL SOIL Z _ir , _ ' S.-47 I I I I I 1. TIE BRIGHTLY COLORED r o o_ Friel) PACIFIC COMMUNITY DESIGN 5.iiiiii.i.;'.:�22�:�:� 301 0 -I I I-I I-I I I= �` p P.V.C. RIBBON ON WIRE i/ • 6 CASCARA/ RHAMNUS PURSHIANA: 2" CAL. M GUYS. (MIN. 1 PER GUY.) 12564 SW Main Street Tigard, OR •::;:;:;:;:;:;:;:;:; IRIS 588 SF TOUGH LEAF IRIS / IRIS TENAX: 4" POT, 18" O.C. -' -III-III - 97223 2. IN LAWN AREASCUT TREE '••""""•••••••"""""•••••••"' III-III III I T 503-941-9484 s s s - ' ' '- - _ CIRCLE AT 12' RADIUS FROM L 260 TRUNK. 6 HOGAN CEDAR/THUJA PLICATA 'HOGAN': 8'-10' HT., B&B • , , , , , , , , , OATS 1404 SF RIVER MIST NORTHERN SEA OATS /CHASMANTHIUM LATIFOLIUM 'RIVER MIST': 1 GAL., 30" O.C. / DIAMETER OF ROOTBALL + 12" 1ST SUBMITTAL: 01/14/2022 1i►i i3$1.41i►i0i►i ►i 52 _10\11U '""""" " """' TREE STAKING DETAIL i ��I COLM 45 SF RED COLUMBINE /AQUILEGIA FORMOSA: 4" POT, 12" O.C. 3 INCENSE CEDAR/CALOCEDRUS DECURRENS: 8' HT., B&B ' ? S.b►G.%04.%0%0.0. ►►; 2 REVISIONS NO. DATE DESCRIPTION //A I\\\ 0444044-44°,4444 ,444:4444.A4,° ° ° ° 89 SCALE. N.T.S 5. 10 °° °°° °°° °° °°° ASTR 77 SF DOUGLAS ASTER/ASTER SUBSPOICATUS: 1 GAL., 12" O.C. SHRUBS 1,A444,444:444:%14:4444:4:::::;:14:4 °°�°°�°° °°°°°° °° SYMBOL QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION ®j 131 RUSH 114 SF COMMON RUSH /JUNCUS EFFUSUS: 4" POT, 12" O.C. 0 431 NORTHERN LIGHTS HAIR GRASS / DESCHAMPSIA CESPITOSA'NORTHERN LIGHTS": 1 GAL. /z/zz 617 BAGATELLE DWARF JAPANESE BARBERRY/ BERBERIS THUNBERGII 'BAGATELLA': 2 GAL. / ';;;;;;;;;;;;;;// / / 56 / ' ' / ' / ' / '/ YARR 110 SF OERTEL'S ROSE YARROW ACHILLEA MILLEFOLIUM 'OERTEL'S ROSE': 1 GAL., 18" O.C. , , O 410 HARBOR BELLE HEAVENLY BAMBOO/ NANDINA DOMESTICA'GULF STREAM': 2 GAL. LAWN 3008 SF PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. . 210 YELLOW YUCCA/ HESPERALOE PARVIFLORA'PERPA': 2 GAL. AT A RATE OF 8 LBS/1000 SF NOTE: **NOTE: PROVIDE ADDITIONAL PLANT 1V 802 WHITE GROUND ROSE / ROSA X 'NOASCHNEE' P.P. #9573: 2 GAL. 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM MATERIAL NOT SHOWN ON DRAWING. DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION INSTALL IN FIELD AS DIRECTED BY THE �� A201 BRAKELIGHTS RED YUCCA / HESPERALOE PARVIFLORA 'PERPA': 2 GAL. DOWNSTREAM OF THE WATER METER. LANDSCAPE ARCHITECT i ADDITIONAL ROUNDABOUT PERENNIALS TO BE PLACED BY LANDSCAPE ARCHITECT I IIPPNI • 364 BIRCH LEAF SPIREA/SPIRAEA BETULIFOLIA 'TOR': 2 GAL. QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION p MULCH AS SPECIFIED, KEEP 30 BLACK-EYED SUSAN / RUDBECKIA HIRTA: 1 GAL., 12" O.C. MULCH CLEAR OF SHRUB O210 OREGON BOXWOOD/ PACHISTIMA MYRSINITES: 2 GAL. 30 PURPLE CONEFLOWER/ ECHINACEA PURPUREA: 1 GAL., 18" O.C. \ STEM BASE 30 JACK SNIPE DAFFODIL/ NARCISSUS 'JACK SNIPE': BULB, 8" O.C. \ BACKFILL 1111 622 DWARF RED TWIG DOGWOOD /CORNUS SERICEA'KELSEYII': 2 GAL. 30 FEBRUARY GOLD MINIATURE DAFFODIL/ NARCISSUS 'FEBRUARY GOLD': BULB, 8" O.C. SOIL FINISH 0 235 LAVENDER MIST SUN DAISY/OSTEOSPERMUM 'P006S': 1 GAL. \ �� GRADE _1 _ ievtace, 0 10 SHERWOOD COMPACT MUCO PINE / PINUS MUCO 'SHERWOOD COMPACT': 2 GAL. o a I I= _ R:Lvelt, GENERAL NOTES. LANDSCAPE PLAN 0 o I _ - SCARIFY EDGES AND 181 DWARF ENGLISH LAUREL/ PRUNUS LAUROCERASUS 'MOUNT VERNON': 2 GAL. `� _ i -i i-iii == BOTTOM OF HOLE TaylorMorrison. 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL I _11 I 1111 10 RED FLOWERING CURRENT/ RIBES SANGUINEUM: 2 GAL. CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. --I I I I II I I--I 11-F 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE T 0 47 ARCTIC FIRE RED TWIG DOGWOOD/CORNUS SERICEA'FARROW': 2 GAL. BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. / ROOT BT R OF12„ / SOUTH RIVER _ ✓ 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. a 28 RUBUS PARVIFLORUS /THIMBLEBERRY: 2 GAL. 4. SHRUB PLANTING DETAIL ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER 3 TERRACE L0OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY " FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. E �/ SCALE N.T.S . 0 -1- NOTE: STAKE ALL EVERGREEN TREES 5. BED EDGE TO BE NO LESS THAN 11.5"AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS M LESS THAN 4" CALIPER. DO NOT STAKE �i OF AREA AS SHOWN. PHASE 2 N VINE MAPLES. TREES 1 1/2" CALIPER "CHAIN LOCK" TREE TIES OR AND LESS SHALL BE STAKED WITH A BLACK FLEX GARDEN HOSE 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. SINGLE WOOD STAKE UNLESS \ COVERING I:,wITERcouli,OTHERWISE SPECIFIED. \ '�1 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES �, �(BUMPS OR DEPRESSIONS)& EXTRANEOUS MATERIAL OR DEBRIS. 453 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF �� ' � ATWIST STRANDS AROUND w REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A r Kristina M.Koltavar L EACH OTHER MIN. 3 GUYS @ DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL Y rikiwipp, 120° APART GOVERN W Alai �� OR�io io�N ��SET ROOT CROWN NO MORE 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. GROUNDCOVER �1 PE Ps:C -L . _ AIM MOM THAN 4" ABOVE FINISH GRADE PLANT z 4111111111M MEM 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE o _� MULCH AS SPECIFIED KEEP EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. �j it I / MULCH > MULCH CLEAR OF TRUNK �� Vr � J �) AN` BASE 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. ( em,/�� g'�`� *,( RIVER TERRACE m \` _�� a��'-, - , _�, FINISH GRADE CUT AND REMOVE TWINE AND 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN t �� I �� r �� j BLVD o - ��` TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. / i� // /�(j / // / I / -III- All BURLAP FROM TOP AND SIDES OF 1 �� 1 �� •�� 1 M z - - � ROOTBALL. (REMOVE ALL WIRE N D \l21. \ ,l N�� 6" SPECIFIED N O'E -III-III- - 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE PLANTING LEGEND, N w III-III - BASKET) RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. � � � � � � ��\\ BACKFILL SOIL O N o -III=I III-1 2"X2"WOOD STAKES OR METAL � �� THOROUGHLY `" _1 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER & /� o -m -III-III 1111 1- TREE ANCHORS AS APPROVED. MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. ' MIX TO A DEPTH NOTES DETAILS 0 -III- _ = AMENDED NATIVE SOIL/BACKFILL OF 6" 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. v = _____ _ PLANTING MIX PER �_ I I I III III III III SPECIFICATIONS 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT �� NOTE: TILL SOIL SO THAT THERE 0- SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE PROJECT NO.: 395-103 I I I I TILLED, AMENDED, AND MOUNDED ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. ARE NO CLODS OR CLUMPS 2 X DIAMETER NATIVE SUBSOIL LARGER THAN 1 1/2" DIA. TYPE: CONSTRUCTION roJ N. NOTE: OF ROOT BALL 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS REVIEWED BY: KMK 0n 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 12" THOROUGHLY TILLED SUBSOIL C 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. i18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS cysCONIFER TREE GUYING DETAILr- 1-- CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. GROUNDCOVER PLANTING DETAIL ( 4 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. SCALE. N.T.S To L5•� 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. SCALE N.T S L5• 10 a L 5 ■ 1 0z IRRIGATION SYSTEMS 2.5 THREAD SEALANT 2.10 CONTROLLERS A. ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. A. DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS RIVER TERRACE - CITY OF TIGARD B. ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS+ PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. PART 1 GENERAL C. ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 1.1 SUMMARY MIL-T-27730A. B. GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH A. IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. D. ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. B. THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN INSTALL A#10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH 2.6 BACKFLOW PREVENTOR GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. A. CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER C. THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. C. IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL B. INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. D. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. THE IRRIGATION DESIGNER AND CITY OF TIGARD. PLUMBING INSPECTOR. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 E. IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL D. THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER D. ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD ENCLOSURES. MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. F. SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. 2.11 ELECTRICAL E. IF THE DEVICE FAILS ITS INITIAL TEST,THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. G. ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE "UNIFORM PLUMBING CODE" AND THE "NATIONAL ELECTRIC CODE" AS A. ALL WIRING SHALL FOLLOW THE "NATIONAL ELECTRIC CODE" AS MODIFIED BY THE STATE OF OREGON UNLESS MORE MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. F. VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: STRINGENT REQUIREMENTS ARE SPECIFIED. 1. 3/4" & 1"- HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS TO MEET GRADE. B. ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE CERTIFIED ELECTRICIAN H. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE 2. 1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. COSTS INTO THE PRICE BID. AT THE CONTRACTORS' EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. PACIFIC COMMON"- , DESIGN 3. 2.5" OR 3"- UTILITY VAULT#664L WITH COVER#64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). 12564 SW Main Street Tigard, OR C. ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND G. DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S 97223 1.1 SYSTEM DESCRIPTION [T] 503-941-9484 TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. RECOMMENDATIONS -14 GAUGE MINIMUM. A. ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. 2.7 VALVES D. ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY/ DBR. B. SOURCE POWER: 120 VOLT, SINGLE PHASE. 1ST SUBMITTAL: 01/14/2022 A. ISOLATION VALVES: E. ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. C. CENTRAL CONTROL: HUNTER IMMS 1. 2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS F. INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. 1.2 WORK DETAILED HANDLE ON THE STEM. REVISIONS 2. 3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. G. IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. NO. DATE DESCRIPTION A. FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. B. VALVE BOXES: H. AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. B. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. 1. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER C. PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY VALVES. I. COAN TRONVAL CURLNBEFOREOMIN. SHALL INTO E CONDUITNFORAT AHH BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL VALVE AND A SWEEP THE CONTROLLER. OTHERS. 2. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4 AND LARGER VALVES. J. ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. D. REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO C. MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 1. PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT COST TO THE CITY OF TIGARD. 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200R5-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN THE FLOW SENSOR. E. SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10 ROUND BOX WILL BE USED OVER THIS ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. VALVE. K. IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A "HOME RUN" BOX AT THE BASE OF THE WALL. THE BOX 1.3 CENTRAL CONTROL D. AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR A. DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1" AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD L. THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 11/2", 2" AND 3" AUTOMATIC VALVES. GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. SPACES. E. QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH 1.4 EXISTING UTILITIES ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE M. ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES A. THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1" OR 1%2" ALUMINUM ANGLE IRON 30" AND VALVE BOXES AND CONTROLLERS. LONG WITH #32 OR#36 STAINLESS STEEL CLAMPS. 2.12 CONCRETE THRUST BLOCKS B. THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. F. FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS A. INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE IRRIGATION MAIN ENDS. C. IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION,THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING INSTALLED ON FLOW SENSOR. THE UTILITY COMPANY REPAIRS. B. INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM G. MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. 1.5 EXTRA MATERIAL MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING A. THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. C. THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. O1lMillj WITH HOSE SWIVELS, TWO ADJUSTMENT/ REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. H. MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE PART 3 EXECUTION NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE !�1n� TeVtaCe PART 2 PRODUCTS INSTALLED OVER RAIN BIRD MASTER VALVES. 3.1 CLEANUP (�JVv 2.1 GENERAL I. WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE A. REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. TaylorMorri SO�® A. ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. LARGER MASTER VALVES. B. THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL B. ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. J. PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES iv 2.2 PIPE 2.8 VALVE BOXES NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. SOUTH A. PLASTIC PIPE FOR MAIN LINE 4 AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE C. CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. SOUTH RIVER A. ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. a; SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" ANDTii LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL B. ALL VALVE BOXES WILL BE FROM: GENERAL NOTES: IRRIGATION PLAN E SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. 1. HIGHLINE PRODUCTS, 131 HARTWELL AVE., LEXINGTON, MA 02421 USA OR TERRACE B. DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C. RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR ,:..,i C. PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF MAINTENANCE. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE N o THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D. THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE PHASE 2 D. DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD E. WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE BEING INSTALLED. SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. F. ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. E. IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. I:Ekin„ 10 ROUND BOX: ONE (1) CUBIC FOOT CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE ��;GOwF. IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. 12" STANDARD BOX: TWO (2) CUBIC FEET OF IRRIGATION CONTROLLER. 5NG. PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40 BELL END CONTINUOUSLY BEARINGJUMBO BOX: THREE (3) CUBIC FEET •� -o • I THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A BROOKS 1730: FOUR (4) CUBIC FEET CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE r' Kristina M.Koltavary t IMINIMUM OF 4" IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A G. PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS OREGON w MINIMUM OF 24" BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE 11/08/02 'W a H. INSTALL BOX WITH A 2" SPACE OVER THE PIPE. Z H. PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS C'PE A3- o REQUIREMENTS OF ASTM D-1785. I. ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE cc I. METAL PIPE WILL BE COPPER TUBE TYPE K. J. ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. OF BARK MULCH. RIVER TERRACE J. METAL NIPPLES WILL BE BRASS. `° 2.9 SPRINKLER HEADS K. NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. M A. ALL SPRINKLER HEADS WILL BE AS MANUFACTURED BY HUNTER AS INDICATED ON DRAWINGS. SEE SCHEDULE ON DRAWINGS FOR PROPER BOULEVARD 7, L. SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2", 1" & 3/". NOZZLE SIZES. WHERE THERE IS A 1% GRADE SLOPE OR GREATER ALL HEADS WILL HAVE A SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED 0, N 2.3 FITTINGS TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD (PAVED OR GRAVEL). IRRIGATION o A. PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING NOTE : N REQUIREMENTS OF ASTM D 2466. B. LARGE PARK AREAS WILL USE HUNTER I-20 OR 1-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE SPECIFICATIONS o HIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. B. METAL FITTINGS WILL BE 125 PSI BRONZE. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTAL 0 C. ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE C. NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED cu MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT , 2.4 CEMENT AND PRIMER RISERS TO HEADS. IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN 0 PROJECT NO.: 395-103 A. PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH D. SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6 INCH CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS ro APPROVAL FOR TYPE I AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. TYPE: CONSTRUCTION POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6" HIGH MAXIMUM). 12-INCH POP-UP HEADS WILLN. TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND CD B. PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE BE INSTALLED IN SHRUB BEDS. COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT REVIEWED BY: KMK REQUIREMENTS OF ASTM F 656, WITH PURPLE COLOR. E. ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR o SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY THE CITY REVIEW AND APPROVAL. C. POLYETHYLENE MATERIAL. M O ., F. ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. M Ff G. ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. L 5 • 1 1 ,_z SOUTH RIVER TERRACE PHASE 2 NEIGHBORHOOD PARK CITY OF TIGARD WASHINGTON COUNTY OREGON J GROSS ACREAGE : 41 .48 AC (128 LOTS) ( WKESSLERLN r—' NEIGHBORHOOD PARK SITE r , BENCHMARK: WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET l - =pi-111 -- �YT Y SW DARLING LANE , Flog) IN CONCRETE, SOUTH SIDE OF S.W. SCROLLS FERRY RD NEAR I �, — PACIFIC COMMUNITY DESIGN PROJECTED CENTERLINE OF S.W. 175 AVE. iii"M —f 12564 SW Main Street Tigard, OR O ,r. 97223 -<ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 SW BULL MOUNTAIN RD. I o I I 1 [T] 503-941-9484 Jkr 4 minium 4 I l m i �� o IEVERTON STREET o SW EVERTON STREET x " IIIIN111111 J Z w SW— _ — _ _ cn r I muumuu — u �— w 1ST SUBMITTAL: 01/14/2022 UTILITIES & SERVICES : 1111111111111 = iw 1 1 w 1 p II1........ - u w L 0r MIR = o > _ I m QI REVISIONS WATER: CITY OF TIGARD WATER, [P] 503-718-2591 = r - • �I•••IN 1 a NO. DATE DESCRIPTION STORM: CITY OF TIGARD [P] 503-639-4171 w 1 a _ _ _ _ _ _ SEWER: CITY OF TIGARD [P] 503-639-4171 } — — ~ ` _ _ _ _ 1 PROJECT- 0 \� l SW RUBICON LANE, w SW RUBICON LANE " POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 SITE 3 —� 1 1 I l GAS: NORTHWEST NATURAL, [P] 503-721 -2512 : J FIRE: TUALATIN VALLEY FIRE Et RESCUE, [P] 503-649-8577 0 ( ) ��oP° POLICE: CITY OF TIGARD, [P] 503-629-0111 - E , S�e� SCHOOL: TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431 -4000 — SW CHETCO CT VICINITY MAP (Actu 1 PARKS: CITY OF TIGARD, [P] 503-645-6433 I SW YARRA LANE' :SW CAYENNE CT 1 _ � PHONE: FRONTIER, [P] 503-277-2383 1 I- �1 c WASTE DISPOSAL: WASTE MANAGEMENT, [P] 800-808-5901 CABLE: COMCAST, [P] 800-266-2278 i I 11 ♦ _ J 11 SW DEVLI NCT SW RIVERDELL LN S�'RIVeR TFR APPLICANT: LANDSCAPE ARCHITECT: L ` ' RAcE\ IIIP"Ill- VgRO TAYLOR MORRISON, INC PACIFIC COMMUNITY DESIGN, INC SW PERTH ROA 703 BROADWAY ST 12564 SW MAIN ST. — — — �VANCOUVER, WA 98660 TIGARD, OR 97223 I ��Sc8 [P] 360-695-7700 [P] 503-941 -9484 s CONTACT: CHRIS WALTHER CONTACT: KRISTINA KOLTAVARY, RLA Rewelt, 1 ievtace, OWNERS : GEOTECHNICAL ENGINEER: SCALE TaylorMorrison® (7)TAYLOR MORRISON GEODESIGN, INC. 200 _ _ 0 200 m 15575 SW SEQUOIA PARKWAY, SUITE 100 1 INCH = 200 FEET PLANNER: PORTLAND, OR 97224 SOUTH RIVER [P] 503-968-8787 CONTACT: SHAWN DIMKE, G. E. , P. E. PACIFIC COMMUNITY DESIGN, INC TERRACE 12564 SW MAIN ST. SHEET INDEX TIGARD, OR 97223 4�.ctKor►fic�r [P] 503-941 -9484 ?�� foy L0.01 COVER SHEET PHASE 2 s Dig Safely R. L1 .01 NATURE TRAILS LAYOUT PLAN N CONTACT: STACY CONNERY, AICP & Oregon. m o Callhotoreyo mg. L1 .02 LAYOUT PLAN " s L2.01 PLANTING PLAN �I S TE - CIVIL ENGINEER: `4, 811 �� `�a; L2.02 PLANTING PLAN 513 PACIFIC COMMUNITY DESIGN, INC ATTENTION: L2.03 PLANTING LEGEND, DETAILS, Et NOTES °' o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY L3.O1 CONSTRUCTION DETAILS NOTE: FINAL APPROVAL OF NEIGHBORHOOD PARK PLANS t-' Kristina M.Koltavary E-, IE 1 2564 SW MAIN ST. THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES C1 OREGON TIGARD, OR 97223 ARE SET FORTH IN OAR 952-001-0010 THROUGH L3.02 CONSTRUCTION DETAILS PER CITY OF TIGARD PARKS DEPARTMENT. �Esio2 4i P 503-941 -9484 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY L3.03 CONSTRUCTION DETAILS `PC`1PE AR,, In [P] CALLING THE CENTER. = CONTACT: KC SCHWARTZKOPH, PE L3.04 CONSTRUCTION DETAILS 0_= THE TELEPHONE NUMBER FOR THE OREGON UTILITY L3.05 CONSTRUCTION DETAILS o NOTIFICATION CENTER IS (503) 232-1987 Y SURVEYOR: L3.06 CONSTRUCTION DETAILS THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO L3.07 IRRIGATION SPECIFICATIONS PACIFIC COMMUNITY DESIGN, INC UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) NEIGHBORHOOD FOOT OFA SURVEY MONUMENT LOCATION SHOWN ON L3.08 PLAY EQUIPMENT 0 1 2564 SW MAIN ST. SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR PARK M TIGARD, OR 97223 FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF 6 THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE Cl GRADING PLAN COVER Qs [P] 503-941 -9484 TO BE PLACES WITHIN THE PROHIBITED AREA. ,1 SHEET z CONTACT: TRAVIS JANSEN, PLS, PE a u a E uffs PROJECT NO.: 395-103 0 71 TYPE: CONSTRUCTION REVIEWED BY: KMK 0 a ctv S a; v N ,,. LO . O1 01U NOTES: 1. SEE SHEETS L2.01-L2.03 FOR PLANTING PLANS, DETAILS, NOTES, E. LEGEND. 2. SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. 3. SEE CIVIL DRAWINGS FOR GRADING. 4. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 6. RETAINING WALLS ARE DIMENSIONED TO BACK OF ACTIVE NATURE ACTIVITY WALL. AREA LOCATION MAY ' `* ' -• t VARY, FIELD VERIFY 7. VERIFY HORIZONTAL AND VERTICAL LOCATION OF E WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. • % • 1 EXISTING ASPHALT ROAD I I 8. THE PATH CENTERLINE IS FOR REFERENCE, VEGETATED CORRIDOR TO REMAIN M M — — M HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES MITIGATION AREA NEIGHBORHOOD PARK ONLY. THE PATH CENTERLINE IS NOT TO BE j 1 SEE LAYOUT PLAN SHEET L1 .O2 INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE SEE PHASE 1 SHEET L3.01 PASSIVE NATURE j ' NOTED. Plei:1 ACTIVITY AREA FOR ADDITIONAL INFORMATION PACIFIC -OMMUNITY DESIGN LOCATION MAY ��I�� • 1111\ VARY, FIELD VERIFY /%%i� S 12564 SW Main Street Tigard, OR Q��,. I�� _ 97223 1 [T] 503-941-9484 I .0.se \ CONSTRUCTION PROCESS 1ST SUBMITTAL: 01/14/2022 WOODCHIP TRAIL ' ' '/i 1. SITE REVIEW MEETING: PRIOR TO CONSTRUCTION, AS WELL AS, INTERIM AND FINAL REVISIONS /1 LOCATION MAY VARY, FIELD VERIFY j/, / �', INSPECTIONS, THE CONTRACTOR, LANDSCAPE ARCHITECT, AND THE CITY OF TIGARD WILL NO. DATE DESCRIPTION SEE DETAIL 5 SHEET L3.01 AND %%/r, �'�,auoii��"' MEET ON SITE TO REVIEW EACH NATURE TRAIL ACTIVITY AREA LOCATION AND PROPOSED DETAIL 3 SHEET L3.03 FOR �� I ACTIVITY. CONTRACTOR TO PROVIDE SKETCH FOR EACH ACTIVITY AREA. ADDITIONAL INFORMATION ii, WATERQUALITY FACILITY • 2. CONTRACTOR WILL COORDINATE WITH LANDSCAPE ARCHITECT TO ESTABLISH SAFETY C • 'E''''' \, 1 MEASURES IN CONSTRUCTION OF ACTIVITY AREAS. BY OTHERS \' i 1 •�. / ,—� 3. FOLLOWING APPROVAL FROM LANDSCAPE ARCHITECT AND THE CITY OF TIGARD, THE ' ' CONTRACTOR WILL CONSTRUCT NATURE TRAIL ACTIVITY AREAS. _ _ _ _ _ _ 4. SAFETY INSPECTIONS BY THE LANDSCAPE ARCHITECT WILL OCCUR DURING CONSTRUCTION AS IDENTIFIED DURING SITE REVIEW MEETING AND FOLLOWING CONSTRUCTION SEE PHASE II OPEN SPACE PLANTING PLAN SHEET L3.01 1. OMNI 0 NATURE TRAIL ACTIVITY AREA 11 ij / NATURE TRAIL ACTIVITY AREAS: �� NATURE TRAIL ff---....011 NATURE TRAIL ACTIVITY AREAS ARE A NEIGHBORHOOD AMENITY LOCATED ALONG NATURE PATHS . THROUGHOUT THE PARK. THERE ARE TWO TYPES OF NATURE TRAIL ACTIVITY AREAS: ACTIVE AND PASSIVE. -• "• . :,7''� �.a�� ii , --:. �� >� ��"-r �tib-� ' � '• � t. • j ACTIVE AREAS ARE DESIGNED FOR CHILDREN OF DIFFERENT AGE GROUPS AND INCLUDE PHYSICAL CHALLENGE � `'_ �� ACTIVITIES. PASSIVE AREAS ARE INTENDED FOR ALL AGES. DESIGN CONCEPTS FOR ACTIVE AND PASSIVE AREAS O NATURE ACTIVITY AREA ;: � Y --. p '-�[. (�vL I rte/_ ....:1 . �� (PASSIVE) . - ,� ` �\ ARE LISTED IN THE TABLE ON THIS SHEET. levtace, - :; . - �--- .„ y PASSIVE AREAS � ,�-- �.= _ TaylorMorr�son® THESE AREAS PROVIDE OPPORTUNITIES TO EXPLORE AND ENGAGE WITH THE NATURAL RESOURCES IN THE ' ►•- �.._ �" Stump seating Butterfly observation ` - LOCAL RESIDENTIAL NEIGHBORHOOD. CHILDREN BENEFIT FROM OPPORTUNITIES FOR BOTH STRUCTURED AND J IUNSTRUCTURED ENVIRONMENTAL EDUCATION. HANDS-ON INTERACTION WITH NATURAL AREAS PROMOTES Obstacle walk Bird houses HEALTHY CHILDHOOD DEVELOPMENT. Story telling pole Nature art SAFETY WILL BE ENSURED THROUGH REGULAR MAINTENANCE AND COMPLIANCE WITH THE REQUIRED RULES Benches Find the 13 worms r , y� SOUTH RIVER AND SPECIFICATIONS. Listening Station Plant ID tables _, ?"�- NATURE TRAIL ACTIVITY AREAS ARE DESIGNATED LOCATIONS, MARKED BY ENTRY SIGNS AND/OR PHYSICAL Spring/Autumn color •. '_ '' y l i ✓ MARKERS. THE PRESERVATION OF THE EXISTING VEGETATED CORRIDOR AREAS WILL BE CAREFULLY x �`I.'M'' '. 0 ` , II TERRACE TiiSmell Garden a �; �, CONSIDERED IN THE DESIGN OF ACTIVITY AREAS. NATURAL MATERIALS, ON SITE MATERIALS, NATURE THEMED — `t �. • ,.� ..d+� - di' MATERIALS, AND SOFT SURFACES ARE USED TO CONSTRUCT THE ACTIVITY AREAS IN ORDER TO BLEND ACTIVITY {l., . ; 4c. AREAS WITH THE NATURAL SURROUNDINGS AND TO LIMIT IMPACT TO HEALTHY HABITAT. , t� �' o �° C „ _r � PHASE 2 o RULES & SPECIFICATIONS: ,,,7 .r- , 0 I I rx,r -, THE FOLLOWING RULES AND SPECIFICATIONS ARE INTENDED TO GUIDE NATURE TRAIL ACTIVITY AREA I ,<IN% ER�� DEVELOPMENT AND MAINTENANCE TO ENSURE THE SAFETY OF ACTIVITY AREAS AND THE PROTECTION OF w " - '' 'Io' NATURAL RESOURCES. �yg.ifi��.. :. �• ,` �• // •� 13 • ,.� .4. o j/j �W" O NATURE ACTIVITY AREA . /j ° • PHYSICAL CHALLENGE ACTIVITIES SHALL BE COMPOSED OF NATURAL OR ON-SITE MATERIALS TO THE ��=) �rty . / / w ,,a r O w ACTIVE �- +;A . ,. ;: f,rJ. C, ii EXTENT FEASIBLE. OTHER MATERIALS SHALL BE NATURE-THEMED AND SHALL BE DESIGNED TO BLEND INTO ( ) i,' • �,/ /i 7 12 t-' Kristina M.Koltavary F- 3 lIL l THE NATURAL LANDSCAPED WITH MINIMAL IMPACTTO HEALTHY HABITAT. . R r F., Z0 or ,.'r: { OREGON W % / / ACTIVE AREAS ,, / //%r� ri ; ,/ / �/ 1 11/08/02 • INVASIVE NON-NATIVE OR NOXIOUS VEGETATION SHALL BE REMOVED. r ,�. �,j /`/ _A j A J W �r • STATIONS MUST BE ANCHORED. NO TRAIL ACTIVITY STRUCTURES INSTALLED ON-SITE MAY BE MOBILE, E.G. Playground Log fort . = % %/ �� m — W� `q PE AR- Stum Ste ers Tee- ee `'�V, ... :. o r,�%//, IL D HAVE THE ABILITY TO ROLL OR TIP. p pP p • `' ,1 a = o �� • BALANCE STATIONS SHALL BE LESS THAN 30" IN HEIGHT. Covered net Rope bridge _ by � l { I W I�I Y climber Crawl-through log -. L %/%% W w ,,j A L__-__ _ J L-+ � _ _ J I 3 • FALL ZONE SHALL BE BARK OR WOOD CHIPS (NO TREATMENT). �., t ; i;/ _ I \� Log climber Digging areas .- _ , tti :•`�•'_ '` / �i�l�i� N E I G H BO RH OO D Musical instruments Tree cookies •- �,r ' ''" ��' See-saws Os ‘ t PARK L'71 I ll I�t� \s- /moi N i Pr 1 ' ' �. NOTE: '.rY • T J NATURE rt COVERED NET, ROPE BRIDGE, y,,, _ `i. 1 � I NI TRAILS o AND DIGGING AREAS SHALL . \ - t I COMPLY WITH NPSI, CPSC SW PERTH ROAD V LAYOUT PLAN �� +� SAFETY REGULATIONS.vl KEY MAP Q PROJECT NO.: 395-103 c c I TYPE: CONSTRUCTION o REVIEWED BY: KMK 0 I 0 I CD SCALE 0 (Pi) 50 0 25 50 M NATURE TRAILS - LAYOUT PLAN m I m o O 1 INCH = 50 FEET Ll • 01 5,_ . NOTES: . 1. SEE SHEETS L2.01-L2.03 FOR PLANTING PLANS, . DETAILS, NOTES, Et LEGEND. C5 • 2. SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. /: ' 3. SEE CIVIL DRAWINGS FOR GRADING. 1 15 ' 1+00i II 4. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. EXISTING ASPHALT ROAD v / / ' 5. LANDSCAPE AREAS WILL BE PROVIDED WITH AN TO REMAIN ,, o + ,N, AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 0 Lo 1116. RETAINING WALLS ARE DIMENSIONED TO BACK OF � .1411Y 11� Q WALL. / ' 7. VERIFY HORIZONTAL AND VERTICAL LOCATION OF ,iIt kr WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. / , 8. THE PATH CENTERLINE IS FOR REFERENCE, WALL BY OTHERS 3 HORIZONTAL CONTROL, AND ALIGNMENT PURPOSES ONLY. THE PATH CENTERLINE IS NOT TO BE To A INTERPRETED AS A SCORE JOINT UNLESS OTHERWISE 3 NOTED.„„ �� PACIFIC COMMUNITY DESIGN CN 12564 SW Main Street Tigard, OR �6b,0 0 97223 \,_ 1,i)s. ... , on O ° [T] 503-941-9484 © © WOODCHIP TRAIL , '' L3.03 L3.01 , � 1ST SUBMITTAL: 01/14/2022 •.� REVISIONS th- TIMBER STAIRS 6 , NO. DATE DESCRIPTION L3.04 , 11111 __ 6' ly, - TRAIL BY OTHERS I \ 1 9 PET WASTE CONCRETE MOW STRIP © i------L3.02 STATION L3.02 \ 1/1 SEE CIVIL DRAWINGS FOR DRAIN DAYLIGHT II / �� ry b; AND CONNECTION INTO SEWER SYSTEM \ 4" PERFORATED PIPE CONNECTION SEE I '+---y CULTURED STONE 6 CIVIL DRAWINGS FOR ADDITIONAL RETAINING WALL L3.02 \ � © © I O INFORMATION \ Qti WOODCHIP TRAIL CONCRETE / WOODCHIP L3.03 L3.01 Z).„11,1_ ,�� CONNECTION AN 1 y, 1 I L3.01 1 ., 1 ., ` I " . R9, P 6 CULTURED STONE ir "-/f BP: -0+00.00 �d:6,' ir FREESTANDING WALL W H CONCRETE / o WOODCHIP CONCRETE MOW STRIP © WOODCHIP TRAIL \ o _ _ 60 PLAY SURFACE L3.01 ' CONNECTIONGJ6 L3.02 L3.01 �/ \ C (rNi\ - 1 oo. ,,, SLEEVE 10' ��, ��, rl6'-11" ;,� 4" PERFORATED PIPE a? oo, 1 CLASS 200 PVC 2X LINE SIZE ,` 6,, x�j�Q� - '`ta - ' ` , L3.01 �� ' J �� Q ��' o ' `� PLAY AREA Rti4 6` `I , 2 %)eY1_.CONCRETE CURB levtace, Q CONCRETEi"6l6,, Ilk L3.01PLAZA -r , ' , \(10 CULTURED STONE ," j_ , L3.02 r " 'Qi ; ' , RETAINING WALL L3•04 � ' ,• CONCRETE / LANDSCAPE _ Taylorl\/lorrison. ' � �'6-- ,` � CONNECTION _ AT PLAY AREA O Q� 4 ism, ) i B L3.05 liewillit \_ 1_ ;� 0 �` ` '/%18' '; ' _ 4/ J" CONCRETEPAVING a CULTURED STONE ,©T NOTES: O olo �1.b " -x 0,-a, FREESTANDING L3.02ir 1. PLAY EQUIPMENT PER PROVIDED 4" CONCRETE PAVING . SEATWALL PLANS INSTALLED BY CONTRACTOR L3.04 WITH MONOLYTHIC . , \R " ' - �! ADA PICNIC TABLET E R RAC E ALL PLAY E UIPMENT AND SURFACES Q CURB AT PLAY SURFACETO MEET THE MINIMUM CPSC SAFETY L3.03 2 BIKE RACK EREQUIREMENTS. a ( )o Ark AREA DRAIN0 r) ' WITH MONOLYTHIC L3.04 Al 4 PHASE 2 N ` .-.• L3.03 '�34 ' CURB AT PLAY SURFACE L3.oa 6' *O 3 'it ® ® I ��trB D� C RZ4; 4-6 3' �� 6" �� GISTE�� LANDSCAPE B C N , ,, -.,,,�� 513 p L3.03 BOULDERS • © II I 1 �/� e I/ ^ �Ar z, C B ,,,,,,i, �^ j �% •�• flvv~ •O ,L i j'�' 'L SCORE JOINT r� OWALL STEP TYP. `� /i j t-' Kristina M.KoltavaryE--1 9 EQ STEPS • i A o © z l ,, i�/ { % OREGON wU*. B 11�I .ii o _ �� ,,e 1 vosioa s.C1 R3Ilka 8 ALLAN BLOCK D 11111 ill CONCRETE PLAZA o � i ` ` `�a�9 ADA AREA PCC. 0+01.40 ;� oL3.01 W `SAE AR O L3.02 RETAINING WALLIliO ,, a /k �,�� , L3.01 ACCESS RAMP j `� TRASH RECEP ACLS 0 { I F I I°{ J 11,111' PATH CENTERLINE IS FOR ep. N l7 w OP7- _ _ X N / L3.03 W Imo- - J I� - J N I REFERENCE ONLY ***7ftleg211100V7,-)iftaiii. o0,400 / SHELTER .. L® L3.093.03 © ce [ NEIGHBORHOOD © DOWN WOODY DEBRIS , ® ,• CULTURED - ONE 6 3 I ry - - '� / PARK M L3.02 B O / ) N A 0 RETAIN! SEATWALL L3.02 -cI t/\ o Pir 34 _- 23 ��PS 111111 X53 PICNIC TABLE L3.03 \ o �' �O.V P\-S - I LAYOUT PLAN 3 PLAY IT ;AFE 8 BENCH 4 TO ♦� a n58' SIGN L3.o1 L3.03 SW PERTH ROAD �♦ v CONCRETE u CULTURED STONE 'LL / © �� - L3.01 SIDEWALK KEY MAP a CONCRETE CON CTION L3.02 ro PROJECT NO.: 395-103 TYPE: CONSTRUCTION o REVIEWED BY: KMK 3 R L 0 o SCALE 2 (i) 10 0 5 10 �, M O NEIGHBORHOOD PARK - LAYOUT PLAN - 1INCH 10 FEET a L1 . 02 z I NOTES: i _ 1. SEE SHEET L1.01-L1.07 FOR STREET TREE PLANTING PLAN, DETAILS, NOTES, E LEGEND. •I VEGETATED CORRIDOR I 2. SEE SHEET L2.01-L2.04 FOR RIVER TERRACE BLVD MITIGATION AREA • PLANTING PLANS, DETAILS, NOTES, E LEGEND. SEE PHASE 1 SHEET L3.01 • i -'-- ---' ---- -"----- ----- ---- -- 3. SEE SHEETS L1.01 L1.02 FOR PARK LAYOUT PLAN ANC I LEGEND. • • i 4. SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. /; 5. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. EXISTING TREE CANOPY 6. LANDSCAPE AREAS WILL BE PROVIDED WITH AN ACTIVE NATURE ACTIVITY AREA TO REMAIN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE SHEET L1.01 FOR 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE It ADDITIONAL INFORMATION LAWN AREAS. POCKET PLANT • DISTURBED EDGE / % 8. SEE CIVIL DRAWINGS FOR POWER TO THE IRRIGATION ALONG TRAIL j/ �'� CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE j • • HOME STAB IN. Plei:1 aillr PASSIVE NATURE ACTIVITY AREA / • 9. SEE CIVIL PLANS FOR IRRIGATION METER LOCATION. PACIFIC -OMMUNITY DESIGN SEE SHEET L1.01 FOR ADDITIONAL j • / s 12564 SW Main Street Tigard, OR INFORMATION / 97223 4(11!: . . . . . $ [T] 503-941-9484 EXISTING TREE CANOPY r _ _,� 11 m , ,. O m.... :u:: tst :11::22 ITTAL. 01/ ..\ „/„.„7„ EX7 TO REMAIN - n // �._ -- NEIGHBORHOOD PARK WOODCHIP TRAIL 1 MN „0,...„,,,„,,„...,,,,,„,44.4„ T' s 1REA. t_mmigai SEE SHEET L1.01 FOR LAYOUT IN X4 _ �..,1_ INFORMATION 1 _ ;�� i/ \ /4 -N — — I V: 1,44 '• -7- / VEN 4\— E ry ; 1 �1 i� irr rrav_____ IU II td ,,, \ .moit!1 �/ pEXISTING TREE CANOPY POCKET PLANT AREAS DISTURBED BY TRAIL �'�}�� '! 30 I TO REMAIN CONSTRUCTION AND INVASIVES REMOVAL. 1 ' _1„1, Ili I �;: �I1 1PLANT PER NATIVE AREAS PLANTING ° 44uli• �'dV41 ; hl WATER QUALITY FACILITY ► ��r�ri0c � �j 1 BY OTHERS LEGEND THIS SHEET. SEE DETAIL 2 SHEET 1 Q ' e, .0P4i. • VIII `_r 73I L2.03 FOR PLANT SPACING. Car *s A$411 7,11)* ITPRIOR TO PLANTING, VERIFY FIELD =� �' '�� + Ii� �4ti1V q��Iic �� A�7' CONDITION AND IDENTIFY AREAS 1 1-r a"'11kii)�� tetters1 70��/ PROPOSED TO BE PLANTED. PROVIDE FOR �` �� "� �� 0�. I� � n OMNI AND SCHEDULE FOR THE LANDSCAPE 1 et.*:(1.,:,,914c- il � / 1 h-I ARCHITECT TO REVIEW PLACEMENT. 4L4447:44.010444!fitiltOp.� , ,*.�.**r�=� CO Iwr,Wiz ff ift.i.aa....1.1111 Dr_ 446.4•41a•dilerC r 1 SEE OPEN SPACE PLANTING SET IL — — — — — — — — — f_j 0 FOR PLANTINGS THIS AREA SEE RIVER TERRACE Q vt, BLVD PLANTING SETaTe.vtace, FOR PLANTINGS THIS AREA TaylorMorrison® SOUTH RIVER T N 7 TERRACE ------------------ as — w. — PHASE N voimillffirtofflffiww- _rSk4F 11, Nr.:;_________-----ellii , PISTE 'A6 ' L--.) 5 0 NEIGHBORHOOD PARK - PLANTING PLAN ,,, ,, ,, ,: /' /� i� 513 w `”' W. //O / i Kristina M.Koltavary z %° % %%v� 1 A OREGON W NATIVE AREAS PLANTING LEGEND U j% : -, '"A �, �; 11/08/02 `N. • a COMMON NAME / Botanical name: PLANT FORM /SIZE PLANT SPACING TOTAL QTY: ce v,�% �� W — I�� `qPE AR Lb 5,520 S.F. o A�%///� � 1 GAL CLUSTERS OF 3-4 PLANTS; 18" O.C. , 1 I i I 1�I Z "MASSACHUSETTS KINNIKINICK'/Arctostaphylos uva-ursi 'mass.' 2,989 cc g j/�; LT T J L ^ T J 1 J w I/j/�i,, W NOOTKA ROSE/ Rosa nutkana: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 o � • 1 a J AA /1111111 NEIGHBORHOOD N RED TWIG DOGWOOD/ Cornus sericea: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 0• - — - Illir oBAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. i�`� 0 / RED FLOWERING CURRENT/ Ribes sanguineum: 200 • _ r - 1 / PARK 6 PACIFIC NINE BARK/ Physocarpus capitatus: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 LTJ c ,- PLANTING PLAN I OREGON GRAPE/ Mahonia nervosa: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 I , • SNOWBERRY/ Symphorocarpus alba: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 SW PERTH ROAD $$ SWORD FERN / Polystichum munitum: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 KEY MAP . 7, I PROJECT NO.: 395-103 BIRCHLEAF SPIRAEA/ Spiraea betulifolia: BAREROOT/18" HEIGHT CLUSTERS OF 3-4 PLANTS; 2' O.C. 200 - TYPE: CONSTRUCTION a NOTE: TRAIL SF IMPACTS USED TO DETERMINE REVEGETATION QUANTITIES. REVIEWED BY: KMK a a N c SCALE Tc, (I) 30 0 15 30 45 1 INCH = 30 FEET L 2 • 0 1U _ I too NOTES: . 1. SEE SHEET L1.01-L1.07 FOR STREET TREE PLANTING . PLAN, DETAILS, NOTES, E LEGEND. . 2. SEE SHEET L2.01-L2.04 FOR RIVER TERRACE BLVD ' II ' PLANTING PLANS, DETAILS, NOTES, E LEGEND. 3. SEE SHEETS L1.01-L1.02 FOR PARK LAYOUT PLAN AND LEGEND. ' 4. SEE SHEET L3.01-L3.08 FOR CONSTRUCTION DETAILS. ' 5. SEE CIVIL DRAWINGS FOR UTILITY LOCATIONS. 111 ' 6. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. ItWma 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN \- T.2a LAWN AREAS. 8. SEE CIVIL DRAWINGS FOR POWER TO THE IRRIGATION CONTROLLER. ELECTRICAL SERVICE TO BE A MOBILE EXISTING TREE CANOPY HOME STAB IN. Plei::11 TO REMAIN a 9. SEE CIVIL PLANS FOR IRRIGATION METER LOCATION. PACIFIC 4')MMUNITY DESIGN 12564 SW Main Street Tigard, OR / 0 97223 ° ` ° [T] 503-941-9484 III /� , 1ST SUBMITTAL: 01/14/2022 �� 3.. REVISIONS 4\- NO. DATE DESCRIPTION Mill LIMIT OF WORKEXISTING TREE CANOPY �_TO REMAIN1 11 � ,\ -"Iiiii ( -4111 WI Orkjiliarlialeg404/144 \ \ fl( ifeti4 , .4.- _ .1, livpiti 741111/ 4q1110 T A PrI rm."' oh.. 0 al.414 f 'v4411.1 iwr 4%0 1} <‘,4‘,,, , i ..... ..- 404,--......... R,----....0..4., ,........ 4,,,,,4,, _.....„,„,,, ifthpy, ,sytis ......„ /* } ,4re JA0Airii \ "Alp `�� ¢ ArA 2 IRRIGATION METER `�. OAif _ Jai WITH 2 SERVICE � �p COORDINATE WITH Igrigill iatt r CIVIL DRAWINGS .11114PPrir \ `71,- llA / Aix*r ALw--- .-Lit \ . 01 .go ,og �� (1=vii _,�, �,r .f,,� . � / wen ievtace, r 00,.1�1_•' , LAWN �, �- 2,286 SF 1 /�� Ta IorMorrison® \ Y 41 Jj ar i� IIN 014 AREA �iftiffila SOUTHRIVER d, SEATING ♦. 4h .�,/. ►� 73 TERRACE 74)ci-eL7 �% AREA .\ ' 0%0 4111111 1 rn LIMIT OF WORK 411106414 ;�•44471461j1111bh' /0111k L,7. %/low� �11 rn 111100,4,��.-• ,�� ,! ��. .iplir "-vats d tk)ii. .�� :�t��u p P HAS E 2 *, %,,,, ,,,,,_ vall .i.-4 _ -.17. 0 ,_ , co ` . 1.vmit�\,, 4/44w. , 4w. *1�a vI1 w>�� I il, 1 1 I1 ,� ! �� . i�; • r ISTER d N '` - _. 1� � '� �� ♦ ��, �; oilPLAZA ..,,,,�iii�/ e 513 70 EXISTING TREE CANOPY ; `�b_ _ �/".4.7041-41\ I. �� 1 , V - - I •1 L, TO REMAIN �IL •' � ' �� 4kr� � � �b.I✓moi�� , �� - - � `Y' I O%� � � t"' K• ristina M.Koltavary \l�!z 01 .�' ,.•., _ ♦� ►I ��. ,...firm A z ,� i/%'� 1 OREGON4) L. %\ ��+'lla �� • 7 �T' � (/ �1/�, .r, /,/� / 11/08/02 11101111-'lwr o r \ - � . 7 c mPz ��•:' �`� \ Ary_, ��i !d;�4,0 ` :,- iaS : I Ir f k F -- - nr �� ._ i � ��`�� 4,4_40.719,0v_ w I h _ J, � L� � — _ JAI Iiikii NON ce _, ,,•�,-.. � -;_,G,a�'�for,%-,;�� .�-; .��• ;„el•�,��• iff o pup� _it NEIGHBORHOOD viii._.., ...41 gzirt• rprea t-alliumI • .iiiii/-Afrt L. �_ , lJe,613044_} , is �� M �!��:.� � ,��°� _► � _� - wit ' PARK laiiiiiirlf-A-2IE.Ln } L _ i c ��a moll s .,;.111P-vill. vilik. ila PLANTING PLAN _ _, * a SW PERTH ROAD a n E *0 .* KEY MAP _ PROJECT NO.: 395-103 0 ,„ rTYPE: CONSTRUCTION ro a REVIEWED BY: KMK a a v c L N SCALE Tg (I) 10 0 5 10 NEIGHBORHOOD PARK - PLANTING PLAN — 1�C= 10 FEET 0 L2 • O2 U GENERAL NOTES: LANDSCAPE PLAN NEIGHBORHOOD PARK PLANTING LEGEND 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND TREES ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. l YMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3 COLUMNAR EASTERN WHITE PINE/ PINUS STROBUS FASTIGIATA: 8' Ht., B&B 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. 5. BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. • 6 WHITE OAK/QUERCUS ALBA: 2" CAL., B&B 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS \ MATERIAL OR DEBRIS. / 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN X 7 YOSHINO FLOWERING CHERRY/ PRUNUS X YEDOENSIS: 2" CAL., B&B 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. Plei, / 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. PACIFIC 4')MMUNITY DESIGN EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 12564 SW Main Street Tigard, OR 97223 \ 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. [T] 503-941-9484 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS SHRUBS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 1ST SUBMITTAL: 01/14/2022 SYMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM REVISIONS SITE. 4 105 KELSEY'S DWARF REDOSIER DOGWOOD /CORNUS SERICEA 'KELSEYI' : 2 GAL. 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE NO. DATE DESCRIPTION FERTILIZER PER MANUFACTURER'S RECOMMENDATION. O 22 'CRIMSON PYGMY' BARBERRY/ BERBERIS THUNBERGII 'CRIMSON PYGMY': 2 GAL. 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 1111 47 ANTHONY WATERER SPIREA/SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL 011 THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT 6 REDTWIG DOGWOOD /CORNUS STOLONIFERA: 2 GAL. MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. gro 18 OAKLEAF HYDRANGEA/ HYDRANGEA QUERCIFOLIA: 2 GAL. 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 0 14 RHODODENDRON 'JEAN MARIE DE MONTEGUE': 2 GAL. 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. I 0 21 RED FLOWERING CURRENT/ RIBES SANGUINEUM: 2 GAL. 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. `i 9 SUNDANCE MEXICAN ORANGE /CHOISYA TERNATA'SUNDANCE': 2 GAL. i CLUMP & SCATTER PLANTS SO THAT AVERAGE PLANTING DENSITY IS EQUIVALENT TO GRID SPACING TYPICAL O.C. (on center) PLANTING GRID p MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB ORNAMENTAL GRASSES �. STEM STEM BASE SYMBOL CODE QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION BACKFILL SOIL i, 122 DWARF FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'HAMELN': 1 GAL. IbitFINISH ---,Rm..," GRADE O 121 FOERSTER'S FEATHER REED GRASS /CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER': 1 GAL. 4: a = I ��, TeAltake 11- ILIIFIl o w :'.: 0 0 ' - - SCARIFY EDGES AND ■ LAWN I I 1 1 == BOTTOM OF HOLE TaylorMorrison® SYMBOL CODE QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION RANDOMLY MIX PLANT SPECIES AND HEIGHTS d--111 611-11 111-111 ill =j OFFSET PLANTS TO AVOID STRAIGHT ROWS -1 I I '-I I 1 ' ' LAWN 2,286 SF PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SF SOUTH RIVER T RANDOM PLANTING PATTERN // 2\ / ROOT BAR OF12„ / 1 SCALE. N.TS L2.03 SHRUB PLANTING DETAIL TERRACE . 4 STAKE ALL EVERGREEN TREES -____________- NOTE: o LESS THAN 4" CALIPER. DO NOT STAKE SCALE: N.T.S 2.03 • PHASE 2 VINE MAPLES. TREES 1 1/2" CALIPER \/ "CHAIN LOCK" TREE TIES OR 66 BLACK FLEX GARDEN HOSE N AND LESS SHALL BE STAKED WITH A o SINGLE WOOD STAKE UNLESS ___ -<-1,,,,,,,,,,,_-' � � COVERING OTHERWISE SPECIFIED. / af DEEPROOT GREEN INFRASTRUCTURE, LLC ,��s TEj�� 101 MONTGOMERY STREET, SUITE 2850, • 513 o : TWIST STRANDS AROUND N SAN FRANCISCO, CA 94104 i ► •G � • EACH OTHER MIN. 3 GUYS @ INFO@DEEPROOT.COM TREE TIE (2) 2. 120° APARTLU TEL: 415781 9700 Kristina M.Koltavary GLAV. STEEL WIRE; LOSE TO ALLOW 4" OFF Illirw' SET ROOT CROWN NO MORE �/� OREGON GON k �. -vl � THAN 4" ABOVE FINISH GRADE �� ,4rA� MOVEMENT IN ALLA i II PE AR a -),A DIRECTIONS WI,' MULCH AS SPECIFIED KEEP a MULCH AS SPECIFIED. FINISH GRADE A- KEEP MULCH CLEAR OF TRUNK / // // 1`� GROUNDCOVER PLANT Ili MULCH CLEAR OF �� BASE �� / MULCH CUT AND REMOVE TWINE lie � �TRUNK BASE. i - BURLAP AND WIRE BASKET CUT AND REMOVE TWINE AND ' � � � �� NEIGHBORHOOD 7 7 �■ ��► /�� 2"X2"X8' WOOD STAKES 1 �� BURLAP FROM TOP AND SIDES OF ` ` FINISHED GRADE /� SET OUTSIDE ROOTBALL. AND SIDES OF z -I I= I�1 1 11 ROOTBALL. (REMOVE ALL WIRE ��/ �� /A�/ • ��/ ��/��/ 17) PARK ROOTBALL ON oI 111=1II I �/`�� /�� ►��j�j /��w % BASKET) \ �r1/l \WA \ 9 6" SPECIFIED WINDWARD AXIS I -111-11 I 1 1� / / / / �:Zi/ / ' i/ A 3' UNDER FIRST LIMBS OR 5' HIGH. x o o N J _ _ 2"X2"WOOD STAKES OR METAL \ 6 (REMOVE AFTER ONE WHICH EVER IS LOWEST. J I-III- \ \ \ \ \ \ \ \ \ \ \ BACKFILL SOIL =1 1111 I � PLANTING LEGEND, - YEAR) '-tea N ,-Q - - TREE ANCHORS AS APPROVED. 1 1 OF _ NOTE: CO \�\��\�\��\�\\\\\\\ \ ` THOROUGHLY MIX INTO L m = AMENDED NATIVE SOIL/BACKFILL " DETAILS & NOTES BACKFILL SOIL Z -1 I 1. TIEBRIGHTLYCOLOREDow P.V.C. RIBBON ON WIRE -111-111-111-111-111- $ PLANTING MIX PER ) ADEPTHOF6 U o 1111 1 11 \� 0 GUYS. (MIN. 1 PER GUY.) I I1 1 1I I I1 I 1 I 1 I II 11=111_111= I I ISPECIFICATIONS ♦ g- 7 =111=111 1 1 2. IN LAWN AREAS CUT TREE - - . .. .. .. X ' 111'111'1 � I CIRCLE AT 12' RADIUS FROM I I I I TILLED,NATIVE SMENDED, AND MOUNDED UBSOIL ;�'/.��'/.�� .� NOTE: TILL SOIL SO THAT 0 III- I- TRUNK0 . 2 X DIAMETER PROJECT NO.: 395-103 • • • CLUMPS ARE O R TOHAN01R TYPE: CONSTRUCTION OF ROOT BALL 12" THOROUGHLY TILLED SUBSOIL / DIAMETER OF NOTE: ROOTBALL + 12" 1/2" DIA. REVIEWED BY: KMK a 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) >. 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. v TREE STAKING DETAIL 1 CONIFER TREE GUYING DETAIL 3 GROUNDCOVER PLANTING DETAIL 5 45 SCALEN.TS .0 C .O3E: .TSCALE. N. 2.O U FINISH GRADE OF PLANTING BY 'ADS' ACCESSIBLE WOODCHIP AREA 4" BELOW FINISH ADVANCED DRAINAGE SYSTEMS, INC. PLAYGROUND SURFACING GRADE OF SIDEWALK 204 SE STONEMILL DRIVE, SUITE 225 (MEETS ADA STANDARDS) SEE PLANTING PLAN VANCOUVER, WA 98684 IN ACCORDANCE WITH AND LAYOUT PLANS WWW.ADS-PIPE.COM ASTM-F-1292, ASTM-F-1951, AND 4" CONCRETE, LIGHT 4" CONCRETE, LIGHT 360-601-2790 CPSC GUIDELINES BROOM FINISH SEE LAYOUT SPECIFIED BACKFILL BROOM FINISH SEE LAYOUT PLAN FOR SCORING PLANTING MIX PLAN FOR SCORING Alk \ r r 4" O.D. PERFORATED DRAIN © SCORE JOINT / / / / / / r / r / r / / / / / r / / / r / r / r / r / r / / rr PIPEBYADS , CAPEND. z / / / / / / / / / / / / / r r r L3.01 ,, , ,, L3.01 // // // // // // // //? /// /// /// //? /// rr /r r i SLOPE TO DRAIN 7 SLOPE VARIES SEE \ / // // // // // // // / / / / / / / / // SEE GRADING PLANS FOR GRADING PLAN SHEETSI \`'- I \`'- I \`'- I \ ' // /// /// /// /// /// /// /// /// /// /// /// // r / // /// r// /// ADDITIONAL INFORMATION FOR ELEVATIONS `' `' `� r r r r r r r r r r r r r r r r r \ co /, /, /, r, r, �, �, � , / , J , J , J , 1 . ��Uv �� Q� ` \ �O �O 00 UO U00000000 Uvv` •• •O l'.) 00 00 00•O O'*1�1 °a °a , \ , \ I / \ I , ` , 0 0 0 0 0 • o 0 0 0 0 0 0 o FILTER FABRIC 4° ° a °° — -- co0000000000000000000000000000000000000000 •0 Oo°0o \ • �� - III-1 11=1 11=1 11=1 11-111-1 11=1 11=1 11"—III— H ?•._Q - \ 0 0 0 o O O o 0 O. 0 0 0 o O •- o _• •0 0 Q� =111=111-111=111=111=111=111=11 I-111=111=' ' QI=1 I-III 1 - 7r D. •,.7`0 Q!-, C)U-. �� 3/4" COMPACTED 111-111=111-111=111=1 HEEH IM-111=111-111=1 I-111111-111-I 1 II 1 I 1_I i 00 00 00 oO oO o0 00 00 0..„ ..„oO o0 00 00 00 00 00 0�,• \ =--,111=„,111=„,111=3„, I 1=I i=1 1-�� - - - - _ _ - - - - - - _ 111III-IIIIIIIIIIII \ I- - DRAIN ROCK - -111-111-111-111-111 111__ ____ CRUSHED ROCK BASE 1=111=111=111-111-111-111-111-111-111-111 111-111-111_ 111111-� 3 I-I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � — — — — — — — — — — — — 1 =11 =111-111=111=111=111UI-UI 1 -1111 ;III III- _ 111-111-111=111=111=111=111=111-111=111=11-111-111 111-- 11 11/111111 4 MINUS COMPACTED 1 11 11 11 11 11 11 11 11 111 1 --111111111-111 I I1—I I1_I 1111 I I-I I Il_ I � I-111-111=111-111=111=111=111=111=111=111=111 11111111111111111111 I CRUSHED ROCK BASE I 111 111 111 111 111 111 111 111 COMPACTED SUBGRADE 111-111=111=111=111=111- COMPACTED 11111 I-111-111-111111-111-111-111-111111-I I - IIi_iIi_iIIIi_iIi_iIi_iII- E-111-111-111-111,=„111,=„11 SUBGRADE I1I I=I I1111111=1I I-III= COMPACTED SUBGRADE 8' O.C. / 8' O.C. SLOPE TO DRAIN III-11 Pie i:11 PACIFIC COMMUNITY DESIGN 4” CONCRETE SIDEWALK CONCRETE SIDEWALK / LANDSCAPE i-7- 12564 SW Main Street Tigard, OR 4� PLAY SURFACE DRAINAGE DETAIL97223 [T] 503-941-9484 N.N SCALE: . T S 1 .O 1 SCALE: TS �3.On SCALE: N. T S L3.O 1 �� / 1ST SUBMITTAL: 01/14/2022 Co REVISIONS 1"CHAMFER ALL SIDES NO. DATE DESCRIPTION 1/4"GALVANIZED LAG SCREW PLAY IT SAFE 30"X30"ALUMINUM PANEL ON 3/4"MARINE f 30" f _ F=P..Ys.FF... F. PLYWOOD 2" RADIUS,TYP. 4" RADIUS TOOLED EDGES - �� 0 1n CONCRETE PAVING alkNOTE: PLAY IT SAFE 1-3/4'TIMES ROMAN PLAY IT SAFE 4 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL TO 1/4"GALVANIZED THIS AREA IS DESIGNATED FOR 3/4"TIMES ROMAN,TYP. THIS AREA IS DESIGNATED FOR CHILDREN 5-12. CHILDREN 5-12. 0 SUBGRADE DEPTH PRIOR TO LAG SCREW ADULT SUPERVISION ADULT SUPERVISION �Iv� PLACING WOODCHIPS. _ IS RECOMMENDED IS RECOMMENDED o as a 4" DEPTH ACCESSIBLE O O PLEASE RESPECT OTHERS,HAVE PLEASE RESPECT OTHERS,HAVE A d^ ° WOODCHIP TRAIL . 6"X6"P.T. POST M FUN AND PLAY SAFELY. FUN AND PLAY SAFELY. °o °° 0 0 . 0°° O o o °0 0°° ° o o °0 0°° 0 0 .`'o EXISTING GRADE N SIGN GRAPHIC 0 0 °00 0° 0 °° °° O ° °0 0 o° ° 0 . 00°0 o°0 ° 0 ° FOR PAVING SCORING PATTERN SEE TO REMAIN , ° ° o 00 0 ° ° 5 BACK 00°0 0'o 0 0 ° 00°o o n°O on°o°.0 0 °° ° 0n, °„°0 0 0 0 , LAYOUT PLAN f RIVER TERRACE LOGO FINISH GRADE r-7-/-\-7.-.7"..7 -/./ / f �fTrffT'' 10 At // // /J ., „ ; I /� fr . / . / 2 , 11111111"41111 NOTES: -I t` IH — — �l J"`b�°°J i f„..c,„„„J J 1/2"WHITE BOARDER 1. NO SHINER BANDS ON TOOLED JOINTS. 1-11 1=1 11=1 I 1 I 1=C — � I— ° 111_111_11i_ SIGN GRAPHIC 2. PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. 1 I I III III- - rt—I 1 I—III—I 1 I CONCRETE COLLAR 2 X FRONT 111-111 -I BACKGROUND COLOR:RECREATIONAL BROWN\ _ I-I I-- - , III—III—III— THE SIZE OF POST -1111111111 —III III III III 1T�` 1T�` 1 1T�` 1T�` 1 — 1 1I I1 1 II =I °� ° a COMPACTED SUBGRADE 111 111 111 111 111 111 111 111 111 111 111 11- I�I1111111 =—I \TEXT AND BOARDER COLOR: WHITE � III III III III III III III III III III FILTER FABRIC I -I I-IIIIII-I 3/4"COMPACTED ; 1! -111;,1 PH 11 I,;,I I,; I,;,� , CRUSHED ROCK SIGN ELEVATION DEPTH VARIES SCORE JOINT DETAIL i2 \ WOODCHIP TRAIL 5PLAY IT SAFE SIGN i8 \ Qcvex le/mace. SCALE: N. 7:5 L3.00 1� SCALE.' N. 7:5 L .O 1 SCALE N. T S L3.O 1 /� TaylorMorrison. T SOUTH RIVER adc c L NOTE: FEATHER OUT PLAY SURFACE -F., MATERIAL TO CREATE A SMOOTH TERRACE TRANSITION BETWEEN CONCRETE CURB, EWALKWAY, AND CONCRETE (ADA)ACCESS. K N PHASE 2 N N o ACCESSIBLE WOOD CHIP PLAYGROUND SURFACING j S TE (MEETS ADA STANDARDS) 4" CONCRETE (ADA)ACCESS ROUTE, &G R„ o IN ACCORDANCE WITH ASTM-F-1292 LIGHT BROOM FINISH PERPENDICULAR 513 an 4" DEPTH ACCESSIBLE FINISH GRADE ORIGINAL GRADE ASTM-F-1951 AND CPSC GUIDELINES TO RAMP DIRECTION (NO SHINERS), SEE �� I • IL WOODCHIP TRAIL REMOVE ONLY UPPERMOST ORGANIC CURB BEYOND LAYOUT PLAN FOR LOCATION. N SET WOODCHIP TRAIL 4" MATERIAL ON BACK SLOPE. / 6'-0° DOWEL r KrisOREGONtina ar I BELOW FINISH GRADE •• FILTER FABRIC 7" x 9" x 8' RAILROAD TIE ANCHOR 4"THICK �� 11/08/02 �� `S CONCRETE SIDEWALK AI WITH (2) i" DIA. GALV. STEEL REBAR CONCRETE AE AR kil L3.01 18" LENGHT DRIVEN THROUGH SIDEWALK ° _ DRILLED HOLES IN TIMBER SLOPE r / r r < ` • - _ r/ // // // // // // //' 1:12 MAX. 4 V 4 A _ . <_ 11111t111 ?17" 111 CAST-IN-PLACE CONCRETE CURB. CONDITION VARIES SEE LAYOUT PLANS. WHERE LAWN OCCURS, HOLD FINISHED LAWN 2" BELOW FINISH GRADE AT PLAY TOP OF CURB SURFACE. SURFACE MATERIAL TO BE FLUSH WITH SET FINISHED GRADE 6" TOP OF CURB. l FOR LAWN 1/2" BELOW TOP OF CURB ACCESSIBLE WOODCHIP ak ANCHOR PLATE 2, R 1" R PLAYGROUND SURFACING L3.01 SIZE VARIES PICNIC TABLE SEE LAYOUT PLANS CONCRETE CURB NOTES: / • /1/,111 1,�Ao.wit.ra�' - . r r_,r r r r r r 2" DIA. ANCHOR BOLT FOR LOCATION � e. - •., Art 1. CONCRETE CURBS SHALL BE 3000 PSI r r r r r r r'r W/TAMPER RESISTANT , ' • r r r r r r r ,----- ,-,--• r MIN. 3-1/2" SLUMP (MAX). N a f f f��r �r HEAD IN LEAD SLEEVE :'' f,r . 2. EXPANSION JOINTS SHALL BE PLACED „ --r i r r r r r r r 4" O.D. PERFORATED DRAIN PIPE BY CONCRETE SIDEWALK • _ i .rrr r rr • AT 45' MAXIMUM SPACING AT PLAY 10 00P ° r,---;-:„____z;r r f 'ADS', CAP END. SLOPE TO DRAIN, SEE • ••�0�0 O' °�B "s�°O' PARK LAYOUT PLAN L1.02 FOR LAYOUT ' AREA CURBS. 1-1/2" DEEP CUT JOINTS TO ''0 0000 OO O° •`'• 0°.'� �? r , _A O°O poo e 00:00° , AND NOTES. SEE GRADING PLANS FOR ''!....''''..1',..‘5,' ,rr BE PLACED AT 15' MAXIMUM SPACING. eO 0°0°0°0 ° "°-'6. a • r' ';; O .O♦s ADDITIONAL INFORMATION. .W . •_�_ �° _ td " �� v U" �J Uv U� - STONE VENEER WALL i J. . �. q oo .4' COMPACTED III II 3. CURB SHALL BE PLACED ON 4"(MIN) CRUSHED ROCK / =iMANUFACTURE: CULTURED STONE i .F l -- CRUSHED AGGREGATE (3/4"- 0") r 1` ) 111n1 SUPPLIER: MUTUAL MATERIALS • - -.; DRAIN ROCK III II1_ 11 III III I—I I I—I I I=III=III—III—III=III=III=III=III=III=III—III—III-1 I I— MATERIAL: CHARDONNAY OLD • _ - I:r.....••0 0.........€1 ir 4. COMPACT SUBGRADE &AGGREGATE TO FILTER BLANKET —III—III—III=III=III=IIIHII=III=III=III=III=III=III- COUNTRY FIELD STONE �„ ,. . ' - _ PACIFIC COMMUNITY DESIGN COMPACTED 11=111=111=111=111=111E . 95% OF MAX. DRY DENSITY. SUBGRADE -III III III III III I I I. - ,w ; ; . , , }f * '• . 12564 SW Main Street Tigard, OR SEE DETAIL 6 SHEET • , ;.�- �- - .�.�-. •�� 97223 5. CURBS TO HAVE TROWEL FINISH. L3.03 FOR ADDITIONAL ,;': Y -_r [T] 503-941-9484 INFORMATION. w, • . . 1ST SUBMITTAL: 01/14/2022 CONCRETE CURB / PLAY SURFACE 1 PICNIC TABLE SURFACE MOUNT 4 CULTURED STONE VENEER 7REVISIONS SCALE: N.T.S L3.0_2 SCALE: N.T.S L3.0 SCALE: N.T.S L3.02 NO. DATE DESCRIPTION MANUFACTURED STONE VENEER AS SPECIFIED. #4 BAR 16 INCHES O.C. EXTEND THRU VOIDS IN CMU BLOCK TO • —_ UPPER MOST COURSE. / / // 2" GROUT JOINTS. FILL CMU VOIDS WITH GROUT. NOTE: r / DOWN WOODY DEBRIS (LOG) a m� / MASONRY UONIT (CMU) BLOCKS NOTE:14" TO 18" DIAMETER BY 20 TO 32 FEET POSITION LOG BETWEEN PROPOSED / / (TYP.) LONG DECIDUOUS OR CONIFEROUS PLANTS TO APPEAR NATURAL. DO NOT LOG WITH x ALLAN BLOCK WALL BATTER TREES WITH ROOTWAD SALVAGED FROM DISTURB SURROUNDING AREA. ROOTWAD CONCRETE MOW STRIP LIGHT / , . • 2 FROM VERTICAL THE CLEARING AND GRUBBING { BROOM FINISH / - OPERATION- REMOVE HAZARDOUS 6" / / r \ a // 11=111=111-1111,1111 BRANCHES. �/ - 111=111=111=111-111 `� g�/ I / 9-,_44. FINSIH GRADE . ALLAN BLOCK UNIT r 1 1==111=11 1—II1-111=1 ' �(f / a / I - (( SEE SHEET L3 06 �1� ® _ / , -1 _ \� / , I / , I Q FOR ADDITIONAL ` /��w��t �r� ; — 1"' I, _ �u O-� a �� ' , _ , INFORMATION 06'-'12"' -o I / n / / r (, *� II \ - - -III— ° — I I-111- w Irv!_.,.,,,Ali ,,, ��/s�1!. ��,al� 111-111-111 I III II �=111II OlAti — — ` I I— - - - — O RETAINED SOIL —111—I I I I—I I —I I --III—I I I —III—III—III—III—I 1-111-111 =111-111=1 � -M 1 I I=I I I I ° ° ° ° a ° 1=1 I 1 - w FINISH GRADE r WOOa. �` Reweit,11111-111-111111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111—I —111-111-111 #4 BAR "L" 24 INCHES a p. III—III—I I O.C. EXTEND THRU VOID `°— a—— \ w =� a?' el WELL GRADED GRANULAR - = (3)#4 BAR CONTINUOUS. 3" CRUSHEDROCK w w WALLROCK TaylorMorrison®i i=i 4" TO 1 :1" LESS THAN 10% FINES T=111-111-111-111-111 i i, ,i, -I 1 11 11-111-111-1 I UNDISTURBED CLR. CENTER VERT. IN FTG. II I _ w � � moi. III—III—I OR COMPACTED 6" 11=- 6" SEE DETAIL 7 THIS SHEET 4" TOE DRAIN PIPE SUBGRADE FOR STONE VENEER INFORMATION VENTED TO DAYLIGHT SOUTH RIVER L LOG PLACEMENT ON GROUND FREESTANDING WALL IN LANDSCAPE ALLAN BLOCK GRAVITY WALL DETAI g 2 5TERRACE SCALE: N.T.S L3.0 SCALE: N.T.S 1 LJ3.02 SCALE: N.T.S L3.0� MANUFACTURED STONE VENEER PHASE 2 N AS SPECIFIED. N O N SET LANDSCAPE 4" #4 BAR 16 INCHES O.C. EXTEND j////// BELOW TOP OF WALL 1 GROUT THRU VOIDS IN CMU BLOCK TO ° ° VOIDSWITHOGROUTLL CMU � �L ST -4,6 o UPPER-MOST COURSE. 513 Q ° / 2" GROUT JOINTS. FILL CMU 6"X6"X12" HOLLOW CONCRETE / / / k�• ` IL VOIDS WITH GROUT. —� 4� ' 4� , r Kristina M.Koltavary MASONRY UNIT (CMU) BLOCKS t o ° / 6"X6"X12" HOLLOW CONCRETE (TYP.) - I - I , I - I �' w / a / MASONRY UNIT (CMU) BLOCKS _\, - _\, - - Q OREGON °I X 11/08/02 �W / °° / (TYP.) #4 BAR 16 INCHES O.C. EXTEND / / MANUFACTURED Til ��' ~ 111-11I 111-11I H Please . N j a a / THRU VOIDS IN CMU BLOCK TO -1 — — 1 1 1=1_ I STONE VENEER PE AR 4" CONCRETE, / / UPPER MOST COURSE. °I0 After Your P 1=111= =11 -; 4,4 ~ LIGHT BROOM FINISH, a4 o / 1 1 1-1 1 1 I I `� Y SEE LAYOUT PLAN / °ce —I — w a L3.01 FOR SCORING \ I a / FINSIH GRADE 1 I—I IOoC�� wl� al ° / ��1 DRAIN ROCK WRAPPED IN —1-1=- 111-;�po ° aillk , , NEIGHBORHOOD 4" CRUSHED ROCK BASE a a / � , I , � , I , GEOTEXTILE FABRIC. 11— O 4 I �� FINSIH GRADE �- �- �- �- �- �- �- -�- �- I I I - " , , 11 _ Nr'... PARK 7, •00 00 00 00 00 00 o0o0oOc ° 4" DIA. DRAIN TILE TO EXTEND _1.60.6,1 GRADE CHANGE VARIES M 00 0s 00 00 00 00 00 00 00 00 OC . /• ' - _ ' ' - _ ' ' TO DAYLIGHT. ��00°� 4n on,9c)cp 90 4C)I op 9(7.0879 )_oC a \ 1 \ i w 1 1 1=71_ 0 `, . N 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 I ° / ~ - \ =1 1 1=111= rC 1C-1 I I �a 1=11h Z'I1 I I= SEE GRADING PLAN - CONSTRUCTION N =111-111-111— _ / _ z 111-111=111= - I 111 ., 111=� 1=111 1=1 I - - _ I I - - DETAILS � i I I I I I� S #4 BAR "L" 24 INCHES ° #4 BAR "L" 24 INCHES O.C.I v O.C. EXTEND THRU VOID _I - — — —_ COMPACTED OCEXTEND THRU VOID ° —p II —°Q - 4 1I I• ° ° • IN CMU BLOCK . ° d 3" MINUS COMPACTED IN CMU BLOCK . CRUSHED ROCK - CRUSHED ROCK PET WASTE STATION SIGN AND POST NOTE: i'O O O O O O O - \ (3)#4 BAR CONTINUOUS. 3" ��p:iC!0 0 �•�� '\7N1- MANUFACTURER: PET WASTE ELIMINATOR PET WASTE BAGS AND PROJECT NO.: 395-103 (3)#4 BAR CONTINUOUS. 3" 0 0 0 0 0 0 0 n• ..!•p• (1, ,-, r. CLR. CENTER VERT. IN FTG. -)o0�00)o0)oOn0n00o�� \ CLR. CENTER VERT. IN FTG. I• - POST MODEL: STEEL SIGN POST 8' HT. DISPENSER TO BE PROVIDED SEE DETAIL 7 THIS SHEET 1 11 II 1— SEE DETAIL 7 THIS SHEET COLOR: GREEN TYPE: CONSTRUCTION 6" —111- 6" BY CITY OF TIGARD. 0 6" =I I = 6" FOR STONE VENEER INFORMATION — FOR STONE VENEER INFORMATION SIGN MODEL: PLEASE CLEAN UP AFTER YOUR PET REVIEWED BY: KMK 0, / / / C 3 0 CULTURED STONE / CONCRETE 3 CULTURED STONE RETAINING WALL 6 PET WASTE STATION g M O SCALE: N.T.S L3.02 SCALE: N.TS L3.O2 SCALE: N.T.S L3.0 L3 . 02a BURY A MIN. OF Y3 OF OVERALL MASS OF BOULDER BELOW GRADE. • i-- 441 B BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS B _ -_ SIZES TO VARY OWN WEIGHT. SUBGRADE AND 'IL SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF0 ft ., _ SUPPORTING BOULDERS WITHOUT SETTLING. Vilre ti' .rs. • 1-r- '-:=D MULCH OR EXISTING DUFF LAYER 1)F- - - A JILI TF17 1 _ 4" COMPACTED 4" MINUS 1.1 � , 1 - CRUSHED ROCK :111= ""i3.. _ _ •0�•_ _ - UNDISTURBED OR - VICTOR „m STANLEY® VICTOR STANLEY —III— • •� _ �� • • -III— _• • �•w.�� •-r. d �` COMPACTED SUBGRADE oasT.,LL,.o, e O1ett,, P.O. DRAWER 330 DUNKIRK, MD 20754 USA SIZES TO VARY 111 I ) 1 tel el -1.`t-l�`�-1�`�-1.` 1�`�--I I 11 - VICTOR STANLEY TOLL FREE: (800) 368-2573 (USA& CANADA) / -III—III—III—III—III—III—III—III—III—I NOTES: ) P.O. DRAWER 330 - DUNKIRK, MD 20754 USA TEL (301) 855-8300 - FAX (410) 257-7579 I—III—III—III—III—III—III—III—III—I I 11. FIELD COORDINATE SELECTION AND TOLL FREE: (800) 368 2573 (USA& CANADA) WEB SITE: HTTP://WWW.VICTORSTANLEY.COM -III III III III III III III III III- PLACEMENT OF BOULDERS WITH TEL (301) 855-8300 - FAX (410) 257-7579 TRASH RECEPTACLE LANDSCAPE ARCHITECT. STONES ARE TO WEB SITE: HTTP://WWW.VICTORSTANLEY.COM MANUFACTURER: VICTOR STANLEY 9 BE SMOOTH WITH NO ANGULAR FACES. MODEL: THE GREENSITES SERIES RTH-SD-36 SIDE-DOOR-OPENING LITTER RECEPTACLE PACIFIC COMMUNITY DESIGN wzossmicwi REMOVE AND EASE ALL SHARP EDGES AND CORNERS. NATURAL GRAY-BROWN BENCH MANUFACTURER: VICTOR STANLEY SEE DETAIL 8 THIS SHEET FOR ADDITIONAL INFORMATION. Tigard,�— WITH RAIN BONNET LID 12564 SW Main Street Ti OR F. COLOR.SEE LAYOUT PLAN MODEL: THE GREENSITES SERIES CM-324 FINISH. RECYCLED PLASTIC SLATS, 97223 FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE COLOR: RECYCLED MAPLE [T] 503-941-9484 2. PLACEMENT IS TO BE NATURAL AND METAL: TITANIUM POWDERCOATED METAL. TITANIUM POWDERCOATED RANDOM IN APPEARANCE. SIZES SHALL BE SIZE: 72" LENGTH SEE DETAIL 5 SHEET L3.03 FOR SIZE: 36 GALLON /CAPACITY, SURFACE MOUNT ANGLE NOT TO BE LESS BOULDER SCHEDULE PER THE BOULDER SCHEDULE. ADDITIONAL INFORMATION. TRASH RECEPTACLE 1ST SUBMITTAL: 01/14/2022 THAN 90 DEGREES FOR THE TOP 2/3 BOULDER EXPOSURE 3. PLACED BOULDERS SHALL BE BENCH REVISIONS KEY HEIGHT DIAMETER QUANTITY INCAPABLE OF ROLLING, PITCHING OR 4 SCALE: N.T.S L3■03 MOVING AFTER PLACEMENT. NO. DATE DESCRIPTION C 1'-6" 12"-18" 7 SCALE. N.TS L3.03 ,/ B 2 18"-24" 6 McGREGOR LAKE BOULDERS - OR A 2'-6" 24"-3O" 2 APPROVED EQUAL BENCH AS SPECIFIED / MANUFACTURER: SMITH ROCK INC. SEE LAYOUT PLANS FOR LOCATION ) 6001 SE JOHNSON CREEK BLVD. TOTAL 15 PORTLAND, OR 97206 0 = I 503.771.3110 =40 = TRASH RECEPTACLE AS SPECIFIED /� -[ e INSTALL PLUMB LANDSCAPE BOULDERS 1M LEVELING FEET WITH A 8" DIAM. i 43� ' SQ CENTER ANCHOR BOLT (1), �� THREADED STEEL SHAFT SECURE PER MANUFACTERS v) _____O SPECIFICATION SCALE N.T.S L3■00y 4" DIAMETER ANCHOR BOLD CONCRETE PAD IN LEAD SLEEVE gh USE TAMPER RESISTANT NUT SEE LAYOUT PLAN L3.01 CONCRETE PAVING e - l ) L3.01 •n; • _. . ''.'-r•-.'-'• �-' 's•'' •' -‘,:.• '•L' + ' . � �:-1" a ' ® ° a m a I _ _ a u _ _ 4 NOTE: ALL METAL $ .•. - // °v v FASTENERS SHALL BE 5F , 0� •0 4 ified. `g �U�L��U� :Uv °� °�oc; FULLY GALVANIZED. fes: _ ' (^) °/(^1(�J/(��\J�} (��/�/ //1( \/(�� _ • * L , , f , 'h ,. }.,51 yr- •, i, _ '� Fi f• / ? , "- (. -. \ 4; r, j )`- -\it 9—(M.,-, *° ^vv() \ 'In"e sof cell I _ I I I F7 I '1Mr,,.'^I,l/�/ 54 , iZnn � � U�`� ,U ° ,°cam-' � .'. �, r .L � �� -. �_ ' �,nCn r, ° ,� I I I I III III III III III III I I I '''' 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1— !EMS] �t�'- .:Ym � � - II III III III III "~ r ..f =III=III=III=III=11I-III-III-III-III-III-III-III-III-III-III-III 4" DEPTH CRUSHED SURFACING -I . •- -,' .■. a` 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= -III-III-III-III-III-III-III-III-III-III-III-III-III- COMPACTED SUBRGRADE BASE COURSE ReweA, ievtace,_ , ',, 11-111-111-111-111-1IIEI—I - -' W t r 1I I-111-111-111-111-11 ' p _ SEE DETAIL 7 THIS +,� ��1:�+ } E— '. .:T 1'' 1� - SHEET FOR ADDITIONAL TaylorlVlorrison. . +dirt- •, } ,• F �- INFORMATION. �'-* r ` ` BENCH SURFACE MOUNT SOUTH RIVER t'9°14 rW “ -; ' _ _ L3.03 � ._• '.. . 1,,,,%,.. ._,_ '�+ '�,7: �# �`+ "�� _ ,,Ems, i,-.' • SCALE. N. TRASH RECEPTACLE CONCRETE `� • . Ill . kin. '� SCALE. N.T.S L3.03 TERRACE - ,ti * " ' � .' SEE DETAIL 1 SHEET L3.04 `''��i ` '{ FOR FOOTING INFORMATION PHASE 2 N _ Ni O N SHELTER: BY POLIGON M rrs POLIGON:S NORTHWEST PLAYGROUND CATCH BASIN BY: .� ��s TEj�� MODEL: SQR-20 - 20' SQUARE STEEL SHELTER, MULTI RIB PRIMARY ROOF. EQUIPMENT, INC. P.O. BOX NDS CATCH BASIN INLET 513 o ROOF COLOR: COLONIAL RED 2410 ISSAQUAH, WA 98027 TOPSOIL ��.6" FRAME COLOR: SURREY BEIGE 1-800-726-1998 4`o { a�N\y• T: 1-800-726.0031' JJ IL 1 ELECTRICAL CUTOUT FOR SECURITY LIGHT, ANCHOR BOLTS ACCESSIBLE PICNIC TABLE WWW.NDSPRO.COM FINISH GRADE w WWW.NWPLAYGROUND.COM t' Kristina M.KoltavaryE-+ N WIND SPEED 115, GROUND SNOW LOAD 10 PSI, IBC 2012, MIN CLEARANCE HEIGHT 7.5, MANUFACTURER: VICTOR STANLEY In UPPER ROOF SLOPE 6.0/12 MODEL: HOMESTEAD COLLECTION MODEL /) ()Iii))( / ' 1 ' OREGON w I ST-6, 8' TABLE WITH 6' BENCHES ` l `� 1)` (��)��))C i ) i ( c \ Oth )) ivo8/o2 ,.8\• � FINISH: RECYCLED PLASTIC SLATS COLOR: I ' �1PE AR(J�' SHELTER 2 RECYCLED MAPLEL �I 11 H a METAL: TITANIUM POWDERCOATED UNIVERSAL OUTLET I H OPTIONAL WITH HIGH, MIDDLE ■a L3 03 SIZE: 8' TABLE TOP, ADA COMPLIANT, '■ •• 12" X 12" SQUARE CAST SCALE. N.TS - SURFACE MOUNT AND LOW WITH OFFSET �aj IRON GRATE NDS # 1213 UNIVERSAL OUTLET PART Ob goo ADA COMPLIANT NEIGHBORHOOD REMOVE ONLY NUMBER 1245 AS NECESSARY i� to o o UPPERMOST • 1200NGB NEXT GENERATION ORGANIC MATERIAL 4,, DEPTH ACCESSIBLE O I CATCH BASIN WITH UNIVERSAL PARK os M ON BACK SLOPE WOODCHIP TRAIL VICTOR STANLEY SOLID PIPE O OO v OUTLET AS NECESSARY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA N ORIGINAL GRADE SHOVEL CUT EDGES (TYP) TOLL FREE: (800) 368-2573 (USA& CANADA) SIZE VARIES , CONSTRUCTION o TEL (301) 855-8300 - FAX (410) 257-7579 SEE CIVIL DRAWINGS 4 O0 PVC PIPE RISER W/ GASKETED JOINT 0 _ COMPACTED SHOULDER VICTOR '!�i i''!!' STANLEY' WEB SITE: HTTP://WWW.VICTORSTANLEY.COM O OO • (SEE MANUFACTURER'S REC.) DETAILS Hill X00 .5 ' O�� 0 O� PIPE SIZE VARIES SEE CIVIL DRAWINGS CD a Create a timeless moment vmTonsTeNLer.COM _ III=11ISEE DETAIL 4 SHEET 11=I I II III I .SLOPE v '�:III=III-III PICNIC TABLE L3.02 FOR ADDITIONAL11.M1111,14 I -III=III-11I .----4,• //,//,/, 0_ 111-III=III -=II7711 II 111 771 -4� A MANUFACTURER: VICTOR STANLEY INFORMATION. 00•■ei 0 n • O PROJECT NO.: 395-103 iii= -_ MODEL: THE HOMESTEAD COLLECTION ST 6 TABLE WITH BENCHES 80008 O Ii1=11i=i Y_ c "-III,=III-III-III-I FINISH: RECYCLED PLASTIC SLATS, COLOR: RECYCLED MAPLE i TYPE: CONSTRUCTION ro 5' 12" 'ii-II1-1I1=1II 0O 0Q REVIEWED BY: KMK N. / / / �� METAL: TITANIUM POWDERCOATED CD GEOTEXTILE FABRIC SIZE: 6' TABLE TOP /SURFACE MOUNT AS SPECIFIED 3 AREA DRAIN IN LANDSCAPE g os0 WOODCHIP TRAIL SECTION WITH SLOP 3 PICNIC TABLE 6 M SCALE: N.T.S L3■03 0 os SCALE. N.T.S L3■O3 SCALE. N.T.S L3■O3 Z SHELTER COLUMN f GALVANIZED STEEL BASES HOE TOP OF FOOTING ANCHOR BOLTS LIGHT BROOM FINISH (NO SHINERS) 0 2" X 10" LONG (4) PLACES EXISTING 4" CONCRETE SLAB PER MANUFACTURES PROTECT EXISTING 4" CONCRETE SLAB RECOMMENDATION NOTES: PROTECT COLD JOINT SHELTER FOOTING O COMPONENTS ARE SHOWN FINISH GRADE __La FOR BASIS-OF-DESIGN LAYOUT _ \ 4 '' N \ ° 4 \ 4 AND REFERENCE ONLY. joo c\ -u4 ° a NI\ L ° VL ° 4'6u nUdatoOpOpUOJ00000dedode0C an ° ° p k__,,•� •� •�•� •� •� •� •�• X ° OOJp0000 0000000007,0 000000 • ' - * SEE POLIGON SHELTER )0 00 00 00 00oOoOoO00oOoO_Oo-C ° ° ° 00 00 00 00 00 00 00 00 00 o0000000 00 00000oQoG00 0 G0 7r PROVIDED CONSTRUCTION \ n0 nO nO nO nO nO nO n0 • 09-,OC ° ° ° )nO nO no nQnO nO n0 n0 n0 n0 n0 n0 n0 n0 n0 n0 n' \ AND STRUCTURAL DRAWINGS. II—II—I I—IIi —I l i—IIIII - —1 -1 -1 I 11 I 111 111 1- =11 1-1 1 1-1 3"CLR ° ° ° III—III—III—H— — — — — — — 4 11 * COORDINATE WITH POLIGON 11=-- —III=I I // c 4 4' 4° -III-III-I III—III—III—III—III—III= SHELTERS TO PROVIDE II III—III— 0 o — o --=111-111=111—INI-III-III-III III,-III-t BLOCK-OUTS FOR (1) III=III— �' . ., ., ., ., = SECURE SITE DESIGNS _ _ uv L U U U U U U` U _ COMPACTED SUBGRADE ELECTRICAL OUTLET AND (1) )00000000000000000000 • — VICTOR STANLEY 4" DEPTH 3" MINUS — ! )p no nO Op Op Op Op Op Op Op e0 O P.O. BOX 307 DUNKIRK, MD 20754 USA SECURITY LIGHT. POWER a _ )Uo060o000000000000001• _ COMPACTED CRUSHED III— I = Ooo 0 0 0 o O O O o �• III—I — ( ) (USACANADA) PACIFIC COMMUNITY DESIGN SOURCE, POWER OUTLET, III— ,O,-, O O O..C7..C�^(�^C�..C�,..n DRILLED PIER FOOTING PER TOLL FREE: 888 268-4726 & CONDUIT, AND SECURITY BASE ROCK = — —1 I —III—III—III —III=I STRUCTURAL DRAWING TEL (410) 286-3375 - FAX (410)479-0175 1 1 VICTOR 6TANLRY• —111-111-111-111-11171111111 12564 SW Main Street et Tigard, OR LIGHT BY OTHERS. SECURESITEDESIGN.COM (4)#5HORIZONTAL --111-111-1 97223 (EQUALLY SPACED) VERIFY 1-111-111_ 11-111-111-111_I 11WEB [T] 503-941-9484 EACH WAY, TOP AND BOTTOM 21-6" 31 a MINUS COMPACTED BICYCLE RACK (QUANTITY OF REINFORCING CRUSHED BASE ROCK MANUFACTURER: SECURE SITE DESIGNS, LLC SHOWN IN DRAWINGS MAY NOT MODEL: BRWS-101 SEE DETAIL 3 THIS 1ST SUBMITTAL: 01/14/2022 REFLECT REQUIREMENTS) VERIFY FOOTING SIZE PER FINISH: POWDERCOATED PAINT, TITANIUM SHEET FOR ADDITIONAL VERIFY, INSTALL PER MANUFACTURES RECOMMENDATION SURFACE MOUNT INFORMATION. REVISIONS MANUFACTURES DIRECTION NO. DATE DESCRIPTION SHELTER FOOTING DETAIL 1 BIKE RACK 4 SCALE: N.TS L3.O4 SCALE: N.T.S L3.O4 MANUFACTURED STONE FINISH GRADE AT PLAY AREA SURFACE VENEER SURFACE MATERIAL IT SO BE FLUSH WITH TOP OF WALL // / ( K / ' / (�� ACCESSIBLE WOODCHIP Aft / / f rf// rr f , r// SURFACE L3.01 6"X6"X12" HOLLOW CONCRETE Xi< // / / /// / 2?/// /// ' J J / / // N' 2" GROUT JOINTS FILL MASONRY UNIT (CMU) BLOCKS ° m° // /// / / / / /� (TYP.) ° I ' CMU VOIDS WITH GROUT SCORE JOINT -C° oon6OocO, C�ooC NO SHINERS CONCRETE PAVEMENT w 1 .Qweny,n° AC�o ) °C4 FINISH GRADE SEE LAYOUT PLANS FOR Aft ACCESSIBLE WOODCHIP I #4 BAR 24 INCHES O.C. AT PLAY SURFACE. SCORING AND FINISH OP 1 EXTEND THRU VOIDS IN HOLD SURFACE MATERIAL L3.01 SURFACE Q / I i •1 _ —III—I / (dpi _=III=III=III=III= CMU BLOCK TO FLUSH WITH TOP OF CURB. f 6" f po I—II 1-1 11-1 11-1 11-1 UPPER-MOST COURSE. 1" R , „J \ r / 1, 1 ,1°0;, III-III-III-III-III- '///// (r/ rr err rr 'rr/ °1 I =1 I 1=1 I 1=1 I 1=1 I 1=1 '.— - ' - ' - '- g orf rrr rrr rr� ° .� //////// /// // /// // _/ ° 1 1 ono III—I I 1=1 I I—III— - #4 BAR ILII 24 INCHES O.C. z= r, ,--r--:_r__,. ° Vvv v V wv v°vp -,°vp u C •k to rr r- r ° ° o oUU oUo O o / / / / / / •0O —III— _ _ I EXTENDTHRUVOIDSIN �� ------__,,-----:-----:.-------7_ .OpO°UpOAo 00°UpOU Oo 00°OO LN rr//r//// /// /// r/� r/i lop = III=III=III= CMU BLOCK w r f �� N: f f .°�0 ^O Qp O n° .�r°oo Q�°o°�°Q�pr��n� \ RewexieVtace,y, / / / / _ z. / 1 - I I—I 11=1 11=1 11=1 o r r r r r r 0 0o�c, `�IT11—III III=1II—III—III—III—I �0 7 �� - �- ��`° �' ° °I I ��'�o — I—III—IIIIII= __r r rrrr r rr 4ojoryoc I I=III=II I=I I I=III=III=III=III=III— o .,.:�o o � eo� Ell rrrrrr� rrr; O°Ogc�I III III—ISI �I��I�I�I�I�I�I��I�111 \ r ° S'i Pc-P R; oC ° I I 11, r r r r r f--r . ,Op O°r- -E11 I 1=III= _ _ DRAIN ROCK WRAPPED IN :)-o oo_o° O o :ooQCl —III— —111=11 1 1- _ — dao 0 0 00 0 Oro•• • 11=III i" COMPACTED CRUSHED ROCK Taylorl\/lorrison® - " II - 1 -1 IiiII= ° ° ° ° —1 I 11=HIL r GEOTEXTILE FABRIC. FILTER BLANKET —III I°•1 • ° 1 II b ` • ."0/4:0'`•• • 000 • ° ' °a—-P a—— r da.ooa p •'•OO O Q�._,1,.p*11 2°=1 I I I I-1 ® 4" DIA. DRAIN TILE TO EXTEND O5.` xg 0v.--C-111=111 _ DRAIN ROCK ° ° ° TO DAYLIGHT. Qo�q8 8 �`�o�O,�O�I� C I I I=III COMPACTED SUBGRADE (3)#4 BAR CONTINUOUS. 3" I- •0�'"• o 0!..? FILTER BLANKET e III III 1IIIIIIiii III11 — 111=111= CLR. 1 111 CENTER VERT. IN -I �- •1.0 •n4; &a • o,i —I I I—I I I—I I I=1 I I I=I 111 - DRAIN ROCK �111��111��111��. SOUTH RIVER -o FOOTING. 6" - 6" 7 3/4" C SEE DETAIL 7 SHEET L3.02 3 COMPACTED 4" MINUS FOR STONE VENEER INFORMATION CRUSHED ROCK TERRACE U •E RETAINING WALL / WOODCHIPS 2 MONOLITHIC CURB AT PLAY AREA 5 PHASE 2 SCALE:CD N.T.S L3.04 SCALE. N.T.S L3.04 �c S TE,? 7" x 9" x 8' PRESSURE TREATED o TIMBER ANCHOR WITH (2)i" DIA. 513 GALV. STEEL REBAR 18" •� o • IL L, LENGHT RIVEN ROUGH 18" 2' 6" DRILLEDDHOLES IN TIMBER C1 L,Jt- Kristina M.Koltavary E-+ • / / �, OR�ioio�N ��w \ 1 4" SCH. 40 STEEL PIPE FILTER C1PE AR J_ \l/ FABRIC I- y 3'_6•• IL,,0 j ..............__________i • a ii—iii ii—iii i—iii •Op0 NEIGHBORHOOD III=IIIIII=III=III=III=III=III=III=III=III= •°p0°p-)O°0 1 M N SURFACE MOUTN, 4 2" III III III III III III III III III III III III=I II .O�° p°OpoOpo� V�Jp�v PARK —1 I I—I 11E1 11E1 11E1 11E1 11E1 11E1 11E1 11E1 11E1 11E1 11E1 r DIA. 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REMOVE ALL ORGANIC III—III—III—III—III—III—III—III—I PROJECT NO.: 395-103 TRAIL MATERIAL AND TOPSOIL —III—I I I—I I I—I I I—I I I—I I I—I I I—I I I= c SEE DETAIL 6 SHEET -111-111-111-111-111-111-111-111-1 TYPE: CONSTRUCTION ro TO SUBGRADE DEPTH 1-111-111-111-111-111-111-111—I I I- o L3.01 FOR ADDITIONAL PRIOR TO PLACING WOOD -111-111-111-111-111-111-111-111-1 REVIEWED BY: KMK INFORMATION. CHIPS. I=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 I= BIKE RACK SURFACE MOUNT 3 3 -III III III III III 111 III III I SCALE. N.T.S L3.04 os PRESSURE TREATED TIMBER STEP 6 SCALE. N.T.S L3.04 . 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REVIEWED BY: KMK 1 SCALE: A/I S L3.O 5 0 0 M O L,,- 0. _M L3 • O52 d _ Z NO-WIND FENCE WIND FENCE WALL SECTION 1 ALTERNATIVE FENCE FOOTING IN ah Ce NON-W ND-LOADED FENCE REFER TO DESIGN DETAILS: ALLAN . FENCE OR RAILING / NON-W ND-LOADED FENCE U REFER TO DESIGN DETAILS: ALLAN OR RAILING BLOCK TYPICAL REINFORCED WALL I Ilr REFER TO DESIGN DETAILS: ALLAN OR RAILING LL BLOCK TYPICAL REINFORCED WALL r APPLICATION FOR ALL OTHER NOTES, BLOCK TYPICAL REINFORCED WALL /, APPLICATION FOR ALL OTHER NOTES, DETAILS, AND SPECIFICATIONS. r APPLICATION FOR ALL OTHER NOTES, DETAILS, AND SPECIFICATIONS. RAILING NOT USED WIND LOADED FENCE DESIGN AND j DETAILS, AND SPECIFICATIONS. 1, r THIS PROJECT 0, 1 4 1 CONSTRUCTION REQUIRES � FENCE HOT ;jil � FlIllqIIIIIIII) FENCE OR / SITE-SPECIFIC ANALYSIS FOR EVERY FENCEOR / J RAILING RAILING IRAILING PACIFIC COMMUNITY DESIGN f WALL CASE. CONTACT ALLAN I HEIGHT , FOOTINGFE POST BLOCK CORPORATION OR.A r CONCRETE POJ HEIGHT SYSTEM IN I- 97223 g HEIGHT I SLEEVE IT FCr 40 QUALIFIED LOCAL ENGINEER FOR FOOTING f 12564 SW Main Street Tigard, OR ASSISTANCE ir SLEEVE-ITT"" FOOTING SYSTEM % REQUIR RS ❑ [T] 503-941-9484 MUSI BE INSTALLED DURING J COLUM N TUBE OR PVC PIPE TO -_- 0 WALL CONSTRUCTION (WALL !♦ r -- r -� �• INSTALLER M UST . . --:- Y 1ST SUBMITTAL: 01/14/2022 BE INSTALLED DURING WALL • .: \ V' COLUMN N TUBE OR PVC PIPE +r��//.Piit- , fig f \ _ TO BE INSTALLED DURING i/ r� COORDINATE POST CONSTRUCTION (AFTER WALL / I ' rr �: �� /,� LOCATIONS WITH FENCE OR / / `�\/� CL CONSTRUCTION POST FOOTING :r:a� �� `� \ WALL CONSTRUCTION iAli;4��, \ \ \ \ WILL REQUIRE HAND :•^ f — — — 3 FEET (AFTER WALL � i '' — — RAILING INSTALLER) 'Al, • `� � — — REVISIONS Q A tv �� —3 FEET �® — 3 FEET -417 I— MINIMUM CONSTRUCTION - POST ►� �� /�+� n:re `!� MINIMUM J p� NO. DATE DESCRIPTION E7CCAVATfON AS TO NOT i � � �'i � MINIMUM DAMAGE GEOGRID) r��;, 1 FOOTING WILL REQUIRE- , ��'� �i Q r, jHAND EXCAVATION IO N A5 TO r i 41 i 11 00 . , 4isiti�'��' • a a NOT DAMAGE GEOGRID) e.44� ��* � i00 . . . Q +• . � •V-aar�• • �. TOP GEOGRID . � wQCUT OR DISPLACE "t; f e CUT OR DISPLACE GEOGRID • LAYER MUST BE GUT dR DISPLACE ,sivro-11- .--." . . . ifivi.- .:: :'.1.1:-./ +: � u U GEOGRID AROUND •1 .r ` •' ' n'a a a TOP.GEOGRID AROUND COLUMN TUBE OR �diIIIM • 4 ' . WITHIN THETOP GEOGRID AROUND ,.:. 4- TOP GEOGRID LAYER J (, COLUMN TUBE OR LATER M UST BE r THREE COURSES. SLEEVE IT # M UST BE 1MTHIN THE Q PVC PIPE � .;.# • ' . WITHIN THE TOP PVC PIPE IT.S LENGTH MUST .r.,•• . . TOP THREE COURSES. THREE COURSES. �► CONSIDER THE 4i % ITS LENGTH MUST Z rr . . = Z • ITS LENGTH MUST FENCE STABILITY. r CONSIDER THE FENCE � .e • - E r i.11 n � . .r.. n I— ALLAN BLOCK UNIT f'..,:t.,} .• FENCE N STABILITY. ALLA NIT 41110 . ALLAN B1* i •4y• • STABILITY, 4 . : ..• STABI LITY. ,+ /i •,�r. •. ' Fir, ' .: • ,.. - dt. :,.. .p. • ,•• .., 4k4 V ' ••• 1 ' ,.. • \Zic,\:...N: 4••• -- 44 N..'i /N.<„i4.:::>4.",._ ,., 4,,.:,,:.... ,a.-... • Nev,x\sw, .,.:.:.:,......1.—. ... .L%- ./2.." ,..,,. . ,. , . ,. .... • IllriNII N ob 1E0Mli W e OUTSIDE CORNER APPLICATION STEP-UP AB TYPICAL SECTION - STEP UPS WITH AB LITE STONE LL A A, TeVICkee, o W rc ...,,,,4„.11*.lbip. AB CAP UNIT J PRINCIPLE - IRECTION REINFORCEMENT -4411441,4004..t,"0. TaylorMorrison. e 79.414441.11‘ CA CV -------r r c.0 r r %N•Lir 411S 00 ''k I ° ;- • SOUTH RIVER fVril 3. ,i:Y. • L c GEOGRID MUST BE PLACED = :k 1 I v ALLAN BLOCK UNIT si c:::-1 TERRACE Ti:, ONE COURSE ABOVE OR ALLAN BLOCK UNIT , .:'I'''�FN AB LITE STONES UNIT THE RETURN SIDE OF THE T r .. �� n CORNER TO ELIMINATE �.A n GEOGRID CONTACT .' •• r ? ' 48 aL. FINISHED •11CV PHASE 2 CV L GEOGRID LAYER MUST BE b' •• . • • ,t - G.RADE N = INSTALLED INTO THE - - • 4, OUTSIDE CORNER WITH L • ;'J CriN THE PRINCIPLERUNNING PERPENDICULAR - Irt ` AB TYPICAL SECTION - FULL COURSE STEP UPS 4�GI S TE��O o TO THE WALL FACEL. S. �. k r' 2 41 • WITH AB CORNER BLOCK �� 1 • J "�'- m y. r. .. • . . .� 3 . . r+ AB CAP UNIT u_iNcr, , C� Kristina M.Koltavary _ y 4 • • '•''.d a •. •: • .;4 '. :' . . S -. .. • ••y . ie.- O �3 • .4'• - 0 . . , 11/08/02 �' � AB CAP UNITS FIELD CUT AT �� o % OREGON W PRINCIPLE • Z ° ` �� \- REINFORCEMENT r - 45 DEGREES TO FORM CORNER `1FE A$ N , DIRECTION wr r d a y x- "i m c‘j %.,,,......4ii, A PI" Q111.„.....,-, �. AB CORNER UNIT W ! .1.. ns. r NEIGHBORHOOD M O • _1. F 1;1 CT .t Ca o o WELL-GRADED G RAN.ULAR WALL r� ; .• :,:., :; ;.. - al_ MINIMUM OF ONE BURIED . £. 16 WI m PARK �+ ._ iniVinlROCK 0.25 TO 1.5: INCHES z. ...y:<. o °; - ALLAN BLOCK----15 V.M V V i r CORNER UNIT - v r I (5 TO 38 MM) LESS THAN 10%FINES BLOCK EXTENDED INTO SLOPE TO PREVENT EROSION '}: . I f_.:a:_ '81 CONSTRUCTION N „ • 0 m Eriz :r'• ,,. CV • ALLAN BLOCK �� UNIT t ." 110 DETAILS _. ALLAN BLOCK UNIT N L al_ ilL N V ALLAN BLOCK WALL10 PROJECT NO.: 395-103 N -0 TYPE: CONSTRUCTION ro J o SCALE: N.TS REVIEWED BY: KMK ., onC 3 I 0 0 M O L!•1 O. M_ O L3 • 06 .. IRRIGATION SYSTEMS 2.5 THREAD SEALANT 2.10 CONTROLLERS A. ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. A. DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS RIVER TERRACE - CITY OF TIGARD B. ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS+ PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. PART 1 GENERAL C. ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 1.1 SUMMARY MIL-T-27730A. B. GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH A. IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. D. ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. B. THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN INSTALL A#10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH 2.6 BACKFLOW PREVENTOR GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. A. CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER C. THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. C. IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL B. INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. D. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. THE IRRIGATION DESIGNER AND CITY OF TIGARD. PLUMBING INSPECTOR. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 E. IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL D. THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER D. ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD ENCLOSURES. MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. F. SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. 2.11 ELECTRICAL E. IF THE DEVICE FAILS ITS INITIAL TEST,THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. G. ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE "UNIFORM PLUMBING CODE" AND THE "NATIONAL ELECTRIC CODE" AS A. ALL WIRING SHALL FOLLOW THE "NATIONAL ELECTRIC CODE" AS MODIFIED BY THE STATE OF OREGON UNLESS MORE MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. F. VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: STRINGENT REQUIREMENTS ARE SPECIFIED. 1. 3/4" & 1"- HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS TO MEET GRADE. B. ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE CERTIFIED ELECTRICIAN 1:!...00,411) H. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE 2. 1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. COSTS INTO THE PRICE BID. AT THE CONTRACTORS' EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. PACIFIC COMMUNITY DESIGN 3. 2.5" OR 3"- UTILITY VAULT#664L WITH COVER#64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). C. ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND 12564 SW Main Street Tigard, OR 1.1 SYSTEM DESCRIPTION G. DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S 97223 TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. RECOMMENDATIONS -14 GAUGE MINIMUM. [T] 503-941-9484 A. ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. 2.7 VALVES D. ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY/ DBR. B. SOURCE POWER: 120 VOLT, SINGLE PHASE. 1ST SUBMITTAL: 01/14/2022 A. ISOLATION VALVES: E. ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. C. CENTRAL CONTROL: HUNTER IMMS 1. 2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS F. INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. 1.2 WORK DETAILED HANDLE ON THE STEM. REVISIONS 2. 3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. G. IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. A. FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. NO. DATE DESCRIPTION B. VALVE BOXES: H. AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. B. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. 1. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER C. PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY VALVES. I. COAN TROL VALVE CURL BEFORE 1 " MIN. SHALL BE INSTALLED AORT THE BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL AND A SWEEP INTO CONDUIT FOR CONTROLLER. OTHERS. 2. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4 AND LARGER VALVES. J. ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. D. REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO C. MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 1. PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT COST TO THE CITY OF TIGARD. 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200R5-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN THE FLOW SENSOR. E. SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10 ROUND BOX WILL BE USED OVER THIS ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. VALVE. K. IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A "HOME RUN" BOX AT THE BASE OF THE WALL. THE BOX 1.3 CENTRAL CONTROL D. AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR A. DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1" AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD L. THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 11/2", 2" AND 3" AUTOMATIC VALVES. GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. SPACES. E. QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH 1.4 EXISTING UTILITIES ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE M. ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES A. THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1" OR 112" ALUMINUM ANGLE IRON 30" AND VALVE BOXES AND CONTROLLERS. LONG WITH #32 OR#36 STAINLESS STEEL CLAMPS. 2.12 CONCRETE THRUST BLOCKS B. THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. F. FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS A. INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE IRRIGATION MAIN ENDS. C. IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION,THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING INSTALLED ON FLOW SENSOR. THE UTILITY COMPANY REPAIRS. B. INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM G. MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. 1.5 EXTRA MATERIAL MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING A. THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. C. THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. O1lMillj WITH HOSE SWIVELS, TWO ADJUSTMENT/ REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. H. MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE PART 3 EXECUTION NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE . �n� PART 2 PRODUCTS INSTALLED OVER RAIN BIRD MASTER VALVES. 3.1 CLEANUP �Vv TeVtaCe 2.1 GENERAL I. WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE A. REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. TaylorMorri SO� A. ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. LARGER MASTER VALVES. B. THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL B. ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. J. PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES 2.2 PIPE NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. 2.8 VALVE BOXES 0 A. PLASTIC PIPE FOR MAIN LINE 4" AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE C. CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. SOUTH RIVER 6 SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" AND A. ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. Tii LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL B. ALL VALVE BOXES WILL BE FROM: GENERAL NOTES: IRRIGATION PLAN E SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. 1. HIGHLINE PRODUCTS, 131 HARTWELLAVE., LEXINGTON, MA 02421 USA OR TERRACE B. DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C. RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR C. PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF MAINTENANCE. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE o THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D. THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE Dcc, . DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD E. WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE PHASE 2 BEING INSTALLED. SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. N. F. ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. o E. IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. 10" ROUND BOX: ONE (1) CUBIC FOOT CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE ��6I S TER�� IL F. IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. 12" STANDARD BOX: TWO (2) CUBIC FEET OF IRRIGATION CONTROLLER. 513 G. PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS, WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING 1 JUMBO BOX: THREE (3) CUBIC FEET •�. I'o {�i�.ra�N\y• I THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A BROOKS 1730: FOUR (4) CUBIC FEET CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE Kristina M.Koltavary U IMINIMUM OF 4" IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A G. PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS MANUFACTURERS AND MODELS OREGON w MINIMUM OF 24" BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE 11/08/02 (W H. INSTALL BOX WITH A 2" SPACE OVER THE PIPE. 1 `^ H. PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS �`q1'E AR o REQUIREMENTS OF ASTM D-1785. I. ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE I. METAL PIPE WILL BE COPPER TUBE TYPE K. J. ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. cc OF BARK MULCH. J. METAL NIPPLES WILL BE BRASS. NEIGHBORHOOD a 2.9 SPRINKLER HEADS K. NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. A. BY HUNTER L. SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2", 1" & 3/". NOZZLE IE S MANUFACTURED AS INDICATEDDRAWINGS. ESIZES THERE ER S A1% GRADE SLOPE OR GREATER HEADS WILL HAVE SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED PROPER LLED PARK 7, os M 2.3 FITTINGS TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD N (PAVED OR GRAVEL). N A. PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING NOTE : IRRIGATION Ni REQUIREMENTS OF ASTM D 2466. B. LARGE PARK AREAS WILL USE HUNTER I-20 OR 1-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE oHIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. B. METAL FITTINGS WILL BE 125 PSI BRONZE. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTALSPECIFICATIONS C. ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE v C. NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED cu 2.4 CEMENT AND PRIMER MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT Q RISERS TO HEADS. IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN -0 u A. PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS PROJECT NO.: 395 103 D. SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6-INCH TYPE: CONSTRUCTION rcs APPROVAL FOR TYPE 1 AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6 HIGH MAXIMUM). 12 INCH POP-UP HEADS WILL TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND B. PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE BE INSTALLED IN SHRUB BEDS. COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT N. REVIEWED BY: KMK REQUIREMENTS OF ASTM F 656, WITH PURPLE COLOR. E. ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR o SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY THE CITY REVIEW AND APPROVAL. o POLYETHYLENE MATERIAL. M o F. ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. U; osM .o G. ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. z 'S i' ,.,'Y : r 114 R'•r: .1 n ' '''.C. t�° fr. 4 1.:� '� _ ~l+ 'yip ..._ , _, : ---.:,-'74'.":.,`,. '• -14.1j .. .51. Cr. N.' ;.L".;r't• y. 1 .: 7 , 'R µ F.. -J �.,= Y F.� - - �:. y rnc. ti I _ y,�p . d- i `la ..l -; -tier..* V .� ' F - _� • }:; - ' i ref - - _ - .. v.* • '.'f, .r 'B! . ",� r rig,,,.. .." •' I I 1 _ —• :, • � t ,-..., ----.•--n- -""1. I Y...".-----..... ...7 b -Y 7 PACIFIC COMMUNITY DESIGN ,� <'. 12564 SW Main Street Tigard, OR ■='� ! �11 97223 1 _ , - - ,. .. _� NA [T] 503-941-9484 — 11 I r �I "11 ,' f 4 , . . lk, : it I. . i rt + t � . Ir. 1ST SUBMITTAL. 01/14/2022 = •:' ' . _ X11- t � 4• v Iii► !� —� —4 - II t � . � � _ .�_ ... ....4147 ,tt,•,_ r , -- •,, REVISIONS Ill �'--. ® '`� .., _� --� 'F:,---- NO. DATE DESCRIPTION Northwest Playground diN Equipment Inc. PLAyWRLD , •i . w..,,,k,.,orJ.,•, .;,.Proy — 111/ II PLAY EQUIPMENT RENDERINGS Cl \ _ _ _ — — SCALE: N.T,S .0y PI QP ❑ QED NEW PLA WORLD — — A] orthwest pk ground 2'-3' equipment. Inc. ALL REE LARGE WP 4ygr$Su 01.1/103 4on llioy OPPE;' X 2 TREE TREE Cr LARGE TREE TOPPER SMALLPA.Bo<241flissaquah,WA990�7 PINE TOPPER Om 111r1411- TOPPER X 3 TREE Tol{Frxr.1 890.725.0037 TOPPEE www,nwplavoraun4 carn 11 IIsales�nwplaygru�nd.carn 11, II et 1 " ' ' rrw LARGE EQUIPMENT BILE: fWe' I• �� --*INC-1 TREE TREE ` 11 IliIRV r TOPPER Q ievtace PINE TOPPER X 3 '� B`-1 141 SMALL • WOOD PLAYVdfl00 BARRIER LITTLE THEE TaylorMorrison.TEREOGE: SCAVENGER MLr1iT PANEL PLAYWOOd �'-�" { 1 �grauna�wel� ACCEss TREE SILO GATE„ -r -:41 INE TOPPER iiir 1 CLIMBS€ SOUTH RIVER 1 _ 0 h AREA: PERIMETER: �. q ` kti ' sa° r �o” ,_.°- �� - SEE PLAN kP DH ❑ SEl NEW Ai 11:21 �� _ Arik�: TERRACE v ', I - r 6d"t i1. t, t B[ U N l 1 \ 1 Lli LLI NATURE FIND THE K {{ f +•. HUNT WAY ROME PANEL PANEL FALL HEIGHT:I4 . �� ,. ' _. 4"a!} BEANSTALK1 b � ,a N''I = '�' CLIMBER Tr P HAS E 2 N 20'-9" / K„" 11441A1ilir PLAYWOOD BARRIER fi . ----30iIN ' �s _ 1 TUBE PLANTER PANEL f,,_ } I , x'-311 4 (ground level) i � i :--':. II MOUNT POST f �7-6 SLIDE �•r Mil J USER CAPACITY: AGE GROUP: CC GIS TER o . TREE• ;', BELLS I 58 5-12 5113 • HOUSE •q f ��• o 1'�-Nyan• IL AREA. 285 SQ FT .- � CLIMBER TRANSFER Lu ,' STATION + t—' Kristina M.Koltavary E--4 • - / \\ W/STEP "AlN { Total Elevated Play Actr es: 9 OREGON In = w Total Graund•Level Play Aai.oas: 3 C 11/08/02 �� 1 — AREA: 786 SQ FT LU scop , a ELEVATION: a" \ 1 Aucoesslble AccessiLle Accesslbls E" AR J, ti / . ElevaIed Ground-Level Ground-Level H .--• .— Q Acuities Activities Play Types O 1_ — 19'-T" 1 - - - Required 5 3 3 V et E 0_ — — ELEVATION: 36''PER XLARGE E4 Provided 9 3 3 M PSL — STD NEW - = NEIGHBORHOOD r^ SMALL TREE o BOUNDARY TOPPER X 2 TREE 1" ASTM F1487-17 I— f say.s PINE TOPPER X 4 PARK ,� CPSC ; 25 M Lf N 0 " _ PLAY EQUIPMENT o" PROJECT NO: SCALE: PP — POSED II t IHD-523-19 3116"=1`-4" 0 0 ✓ 6 I N WALL Paper Size DRAWN BY: r BPI- N 03 DATE. PROJECT NO.: 395-103 *PLA'G'OUNDSUPERVISION RE �UIRED 11-SEPT-19 TYPE: CONSTRUCTION J o REVIEWED BY: KMK N c 2 0 PLAY EQUIPMENT PLAN VIEW 2� SCALE. N.T.S 3.08 a L3 . 08 \N ,e 1,4)- r / - , - , I- 2.9 1// I---_____________________ ________ N _ .-- --• 1 1 I - j� e /�-- , ice/ o I / M _ 80.96 TS , 283 -- - - - - - - - ill - - - - //" - - - -_\ (\ so 1111 Li 1 281.54 TS - - - ' / it ce 11ffi L.' 280.20 1.3%_ A * \ 0 280 . / // 3 // � -' \ } 1 I 3 281 2824. .70 TS / / I \ 3 1 - - -281 - - - 280.3 BS A- ,r' _ J - �/ ' I \ --�`��`�` 280.96 BS - -283.86 T - - _rye , ` (7.. � 282 / - 83.86 S _ _ _ _ Is_ _ _ - -282-- - - - / / - -285 \282.12 BS / 285.02 TS \ SW PERTH ROAD --1, 4 -286 ' \ -----.283_ _ _ _ _ 283 - - - -� / - - - , / \ 283.28 BS / - - To / \\ KEY MAP 284 �� 286.18 TS // / N - - - , - -288- - - , _ LEGEND `5 285 284.44 BS ' // / 4 287.34 TS - / 289- T _ 286- - --_-----=--=--------- - - - 286' ----z----7---'-- � � - - - - - _ / / ti°'o- Via -----163---- EXISTING 1 FOOT CONTOURS PIIIII - - - 285.60 BS / // / / , -165- • EXISTING 5 FOOT CONTOURS PACIFIC COMMUNITY DESIGN _ _287. - - - - - - - 287 - _ / 288.50 TS _ _ // , 12564 5W Main Street Tigard, OR 163 PROPOSED 1 FOOT CONTOURS 97223 - - -288 - - -- ------------_288:- 286.76 BS '' / / , °� 165 PROPOSED 5 FOOT CONTOURS [T] 503-941-9484 - - - - - _ // / , - - - 28: // \\ , 1ST SUBMITTAL: 06/21 /2021 _ 289- - / 289.66 TS - - - - - - � 287.92 BS / // \-291- , - / TC = TOP OF CURB REVISIONS --------•"""-290- - -290 , / TS = TOP OF STAIR _ _ _ - - - - - - - - - _289.08 B5 VIIII � / , NO. DATE DESCRIPTION 290_82 TS / / _ - 291, - - J 291 ' - - - ____-----291-----,-___, / _ , _ BS = BOTTOM OF STAIR _ _ - - - - 292 / -292- _ - - - - - -�� _- _ -292- - - - 293 � AD = AREA DRAIN _ - - - 290.24 BS 294- - _ _ - lir 291.92 TS 295 (//'\ \ \ \ ::: ::::ALL - 295.0 _ _ - - - - _ 293 291.40 BS \ \ XXX.XX = PROPOSED GRADE - _- - - - 293.14 T - - \Mil (XXX.XX) = EXISTING GRADE "2g4 I `�� 296.86 TW - - - - - - - - \ 292.56 BS 4 1•°1295.86 FG \ 294 _ / \ 5_ �L93.72 B4111111111,7111111 S 94.30 TS___------- �\ 29 294.25 SW �� ®296.6 TW - � � ` / 295.2 FG / _ _ - \ \ X3.2% 2% 1.3% - - 296Ta - -w 9 \ \\ �� - - 294.36 FG/SW ,E 4.8% .296- 298.0 TW - \ \\ _ 3.5' 294.45 FG 1% _ \ L it 0294.5\1 I 296.69 TC/FG ` - -294-;_41 - -- - - - - - - - -297 W i FG/SW � 296.69 \\ ° - - - - 298.66 TW - o0 a 424 296.86 TW - TC/FG j 294.40 FG 296.86 TW / - o �\ ®296.69 FG \ Rewelt, 3 - - - - - - - - - - - - - - -- - - --- - - -298- -r - / 1 \ \ ` \ 111,q1_( zi 299.32 TW 10 294.54 \ - cv FG/SW, \ \ - -295 -299- ji_- TaylorMorrison® 2/ 294.40 SW )1 296.49 SW \\ \ - - -29E T29 .9 TW-N lir . _ 300 \ \ (.1 I 296.86 TW 296.86 TW 296.6 TW \ \ °' 2.5 294.40 FG ®296.69 FG 298.11 TW 296.( 6 FG \ -�-297 - - SOUTH RIVER N \ - _ _ - - -: l00.64LW �-294.68, ; \1'6 296.49 FG - - -- rn FG/SWC \ ®298.11 TW \ \ ' \ 296.61 FG\ \ z - -298 IL - - -- - - - --- - - .302- rn 294.40 SW - - �, TERRACE 1111 \ I- 301.3 - - - _ 296.69 TC/SW 298.11 TW- o _ 294.88 294.64 2% - - -_ \\ \ ®296.80 FG 297.06 SW N it IIII - - - - - - - \;_(?) FG/SW PT/SW 1 , \°" - - - - - - - -303 �� , �9 PHASE 2 r,i \ • 294.50 ® \\ - - - I 9, 3 \ I o PT/SW �� I I � 301.96 TW �, z M \296.86 TW� �� \ 2% ��1 2%` Mil - ��I NOF�` '� \ O 296.69 FG \ - • \ - \ 64450PE �? \\\* \TW\ - II. 297.0 SWC _ \ a 294.96 SW 297.11 \ _ \ \ ir � .2 C6<z p0^ ��PT/SW -300 - �/� OR9G2- - y :217, S iji •v Zne_ 303.28 W 295.04 SW \ \ \\ ® \\ 299. Wc' SCHW P��1,/ ®297.1G 297.40 SWM ��0rn \\-\..s_ 299 0 W \ ~ - - - - - - - RENEWS: JUNE 30, 2022 %' sr? ®297.30 FG \ _ / -iui- _ N \sj 299.0TW - - - - - - - - - a ®29c.0 TW \ 2% kii ® -302- _ 297.45 FG - N 291,.87 FG - - NEIGHBORHOOD o ®299.0 TW - - - - \o � -306- 397.2 FG - _ ice_ T- _ - - 303- - - -�, - - - - - , - �� - - - -304- _ _ _ _ - - - -- - - - - - -30\ _ -2 6i I - - -�301.96T �'r"9� -305- / PARK - -308 _ - 302.62 TW- - 299.0 TW - - - - -306- -- - - - - - - - - -309 - - - - _ - - - - - - - - �z9s.7s FG----29_ s�307 _ - GRADING PLAN fa NM `` maw - - - - 29� ' 303.281 r - u 303.94 TW - - - - - 298 18 \ J 3 \\ \ Iri �� 299 \ 3 PROJECT NO.: 395-1 03 OO, TYPE: CONSTRUCTION 64 / . --... 0 1 300 \\ I REVIEWED BY: KCS F",---) \ -311 - �`� -� - - ° - Sot SCALE °s / - - - 10 0 5 10 ^� / - - -309- /� (;) C 1 Z NEIGHBORHOOD PARK - GRADING PLAN IN 0 1INCH 10 FEET SOUTH RIVER TERRACE PHASE 2 POND COMMUNITY AMENITIES CITY OF TIGARD WASHINGTON COUNTY OREGON J GROSS ACREAGE : 41 .48 AC (128 LOTS) ( WKESSLERLN r—' BENCHMARK: \ , WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET l a �YT Y ��) • SW DARLING LANE , Flog) IN CONCRETE, SOUTH SIDE OF S.W. SCROLLS FERRY RD NEAR I �, — PACIFIC COMMUNITY DESIGN PROJECTED CENTERLINE OF S.W. 175 AVE. O ,"� -f 12564 SW Main Street Tigard, OR r. 97223 _ _ _ _._ ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 SW BULL MOUNTAIN RD. I o4 I I I I [T] 503-941-9484 J-< _._ l m i ��i��i��g o I EVERTON STREET o SW EVERTON STREET r " I111�111111 J Z w SVd— _ — _ _ cn r 1 1111111111111 — u �— w 1ST SUBMITTAL: 01/14/2022 UTILITIES & SERVICES : 1111111111111 = iw I w 1 p 111........ - u w L *0r ;;;;;; - o _ I m QI REVISIONS WATER: CITY OF TIGARD WATER, [P] 503-718-2591 = r - ��...• N I a u I- NO. DATE DESCRIPTION = '-T fiiiIII1- w m Lt I .0- STORM: o STORM: CITY OF TIGARD [P] 503-639-4171 I a _ _ _ _ — _ SEWER: CITY OF TIGARD [P] 503-639-4171 } _ _ ~ ` _ _ _ _ I PROJECT- o \L l SW RUBICON LANE, w SW RUBICON LANE '" POWER: PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 SITE o -� I 1 I( L, l GAS: NORTHWEST NATURAL, [P] 503-721 -2512 J FIRE: TUALATIN VALLEY FIRE Et RESCUE, [P] 503-649-8577 o c\°`c)f POLICE: CITY OF TIGARD, [P] 503-629-0111 - EI , S�e� SCHOOL: TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431 -4000 - SW CHETCO CTPARKS: CITY OF TIGARD, [P] 503-645-6433 I w SW YARRA LANE >SW CAYENNE CT 1 I( -- =1 ' _ / VICINITY MAP PHONE: FRONTIER, [P] 503-277-2383 I i I c WASTE DISPOSAL: WASTE MANAGEMENT, [P] 800-808-5901 CABLE: COMCAST, [P] 800-266-2278 I SW DEVLI NCT SW RIVERDELL LN S�'RIV�R APPLICANT: LANDSCAPE ARCHITECT: Ir 111P"Ill L I. _ RASE\ - VARD TAYLOR MORRISON, INC PACIFIC COMMUNITY DESIGN, INC SW PERTH ROA 703 BROADWAY ST 12564 SW MAIN ST. POND SITE o�� VANCOUVER, WA 98660 TIGARD, OR 97223 I oosPc, [P] 360-695-7700 [P] 503-941 -9484 It s�� ‘ -_______ CONTACT: CHRIS WALTHER CONTACT: KRISTINA KOLTAVARY, RLA Rewelt, 1 ieVtace, OWNERS : GEOTECHNICAL ENGINEER: SCALE TaylorMorrison. (I)TAYLOR MORRISON GEODESIGN, INC. 200 _ _ 0 200 m 15575 SW SEQUOIA PARKWAY, SUITE 100 1 INCH = 200 FEET PLANNER: PORTLAND, OR 97224 SOUTH RIVER [P] 503-968-8787 s CONTACT: SHAWN DIMKE, G. E. , P. E. PACIFIC COMMUNITY DESIGN, INC TERRACE U 12564 SW MAIN ST. SHEET INDEX TIGARD, OR 97223 •ctNor►ficgri [P] 503-941 -9484 ?� �y L0.01 COVER SHEET PHASE 2 N 126Dig Safely R. L1 .01 LAYOUT PLAN CONTACT: STACY CONNERY, AICP Q Oregon. L2.01 PLANTING PLAN M CIVIL ENGINEER: 2. 811 Sf L2.02 PLANTING LEGEND Et DETAILS ��c 1TEk ya; _ . L2.03 WATER QUALITY SWALE NOTES Et DETAIL 513 PACIFIC COMMUNITY DESIGN, INC ATTENTION: L3.01 L3.01 CONSTRUCTION DETAILS 1 • IL 1 2564 SW MAIN ST. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY L3.02 CONSTRUCTION DETAILS t-' Kristina M.Koltavary E-, N THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES C1 ARE SET FORTH IN OAR 952-001-0010 THROUGH L3.03 CONSTRUCTION DETAILS OREGON TIGARD, OR 97223 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY � 11/08/02 �� P 503-941 -9484 L3.04 CONSTRUCTION DETAILS 1p [ ] CALLING THE CENTER. E AW Luce CONTACT: KC SCHWARTZKOPH, PE L3.05 CONSTRUCTION DETAILS THE TELEPHONE NUMBER FOR THE OREGON UTILITY L3.06 CONSTRUCTION DETAILS SURVEYOR: NOTIFICATION CENTER IS (503) 232-1987 L3.07 IRRIGATION SPECIFICATIONS o THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO POND PACIFIC COMMUNITY DESIGN, INC UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OFA SURVEY MONUMENT LOCATION SHOWN ON Cl GRADING PLAN 1 2564 SW MAIN ST. SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR COMMUNITY NI TIGARD, OR 97223 FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF N THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE AMENITIES [P] 503-941 -9484 TO BE PLACES WITHIN THE PROHIBITED AREA. CONTACT: TRAVIS JANSEN, PLS, PE COVER SHEET 0 PROJECT NO.: 395-103 U N -0 TYPE: CONSTRUCTION 2 J o REVIEWED BY: KMK on 3 m 0 0 r,- (0 O u-, O' _22 O LO . O1 d Z NOTES 1. SEE CIVIL PLANS FOR ROADWAY AND CURB ELEVATIONS 2. SEE SHEET L2.01-L2.03 FOR POND PLANTING PLAN. 3. WALLS ARE DIMENSIONED TO INSIDE FACE OF WALL. 4. SEE SHEETS L3.01-L3.06 FOR POND CONSTRUCTION DETAILS. 5. CONTOURS SHOWN AT 1' AND 5'. 6. SEE CIVIL DRAWINGS AND SHEET Cl FOR POND GRADING. 7. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 8. VERIFY HORIZONTAL AND VERTICAL LOCATION OF WALLS (TOP AND BOTTOM) AND SURVEY STAKING WITH LANDSCAPE ARCHITECT AND CIVIL ENGINEER. LINE &t CURVE TABLE LINE # LENGTH I BEARING PACIFIC COMMUNITY DESIGN _ 12564 SW Main Street Tigard, OR C3 100.20' S22° 19'40"W 97223 [T] 503-941-9484 C4 18.81' S48° 39' 53"E C5 44.54' S46° 20' 03"E 1ST SUBMITTAL: 01/14/2022 L4 96.06' SO° 29'45"E REVISIONS L6 16.40' SO° 03'43"W - NO. DATE DESCRIPTION L7 100.84' S1° 41' 55"E L8 219.95' N89° 33' 35"E ASPHALT MAINTENANCE DRIVE SW PERTH ROAD SEE CIVIL DRAWINGS AI REMOVABLE BOLLARD © BLOCK WALL / CHAINLINK L3.03 L3.06 FENCE CONNECTION PRETREATMENT VAULT SEE CIVIL DRAWINGS %.-- ..._,- , - .. _ ' ■.' •: 0+.0.00 s ' � . , • r . � . -,-,,,-,-,,:-l-lvl-l-lvi-i-l►.i-i-,.l-l-i-i-,-,-l-l.l-l-lr-1-1 Es/ MAIIMEMEN 1.u...■■ ■R •Y•••••• ©� MilkWOODCHIPTRAIL 10 •••••••• INLET STILLING IC oBASIN L3.05 L3.05O -a L3.01 WITH SLOPEitlidli..,I_ o `© 61 �' cb m .© PRESSURE TREATED � I m . �,, f� L3.01 �� TIMBER STAIRS -- 20' �� "`, O 33`�'��%�o� '5', �ol ti:. :►' ,�: (k• ;o e BOTTOM OF POND _ -8- oOtt : M 1 6y `` 4:� mmoor BLENDED © '�\ �\ �; L3.03 b � - --, .` SOIL CONCRETE '� \� r WOODCHIP / CONCRETE r f PT;0+23.36 �• � i _ _�/ 0 � CONNECTION 4 7 iS p' �� ® `- FLOW -No , , . iwthace, ` L3.04 �' ; Rewelt,�1 L3.01 STAND PIPE / �` '� SPREADER ` ` i SEE CIVIL DRAWINGSVP' ,� �� © PET WASTE i� , O ��o�� N' N, +1 STATION rata�� 4 ��'r��. 1► • ►'wdol ,-.. PI: 0+39.77 • © ROCK GABION .k ��5 10 TaylorMorri son® SOMA* ,� �- L3.02 BASKET WALL B N. I Arcit;04 ' 0 . .wS -),9! All, A 7.4 0- 4.0t080t la /Ilb ci‘ 4 LR es ��• �' �, © ROCK GABION 1,, > Q ti•.NMtMg ` . �p/ ., L3.02 BASKET WALL C ,- SOUTH RIVER v ! � !� � �. ;gigolos ,� �h �� WATER QUALITY �� • 1 L w .17 I! Niii ' SWALE © , :: PC: 0+96.06 TERRACE C� C0 I L3.04 \110 I CY 1► 3/j'A,31 �� s rilk �� a� ` ; WOODCHIP TRAIL 0 PHASE 2 n. NNJ `44 1111 )i VP AbA __v 1 ,, ,, 1 m_, 15' y . �Cj I S TE j�� I O 6 EMERGENCY �� , _ ALL., 513 7. L3.03 OVERFLOW CHANNEL 1� : �� o � SEE CIVIL DRAWINGS T. ,' P� • �I`� l� IL _ ROCK GABION ►�/PAl BASKET WALL A �` �,•��I � / Lu L3.02 �z� L: t��I C' Kristina M.KoltavaryH . A METAL WEIR ��, © % OREGON K' p. 0 21' 11/08/02 N ROCK OUTFALL PLATE L3.05 I RJZL3.04 CLASS 50 RIP-RAP L l'1PE AR o J+ AT 3" DEPTH tilli)_, o -- 6 BENCH % - Z O L3.01 e VEGETATED CORRIDOR rall POND COMMUNITY r; 4% PC: +40.60 NN © r. �/® 1-:-) MITIGATION AREA INTERPRETIVE SIGN I ♦ 6 L7-, `.jc. . L3.02 ,Lg� ,, *ill -4 ', - SEE PHASE I SHEET L3.01 1 4�tt�III o owns 1 AMMENITIES ` C + FOR ADDITIONAL5w L a �ti� 9 BLOCK RETAINING WALL �F ��, - EP: 1+96.26 INFORMATION OMR iii ! a 7. WOODIPTRAIL L3.01 sr . . 1113 SCORE JOINT glio N, _ 1%- PLAN 4...' '. - . '" ' ' '. 41- 4 ,'. % '- '. '- '. l ' , ,Ht7'7,' -Ir '‘' '--4",' H- --7-'' 1' * 'ic-71 ,.-1'*, --' -''‘' r • I _-.'-7 7-77-_=-: 7 „ _Ali r ,r, rN1-6- 0 ' =NV a, 4 WOODCHIP / CONCRETE PROJECT NO.: 395-103 71L3.01 CONNECTION -=sw PERTH Ran i -� TYPE: CONSTRUCTION CONCRETE OVERLOOK L 1 E i , , o L3.01 LI<E i�(13 AP , REVIEWED BY: KMK on C 3 R 0. SCALE p2O 0 10 20 0 0 POND COMMUNITY AMENITIES - LAYOUT PLAN 0 1 INCH = 20 FEET Ll � a NOTES 1. SEE SHEET L2.02-L2.03 FOR POND PLANTING LEGEND, DETAILS, & NOTES. 2. SEE SHEETS L3.01-L3.06 FOR POND CONSTRUCTION DETAILS. 3. CONTOURS SHOWN AT 1' AND 5'. 4. SEE CIVIL DRAWINGS & SHEET Cl FOR POND GRADING. 5. LANDSCAPE AREAS WILL BE PROVIDED WITH A PERMANANT AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. NOTE: THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE I:r,i•i:1 I SUPPLIED AND INSTALLED PER PACIFIC COMMUNITY DESIGN THE IRRIGATION SPECIFICATIONS. SEE SHEET L3.07. 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 1ST SUBMITTAL: 01/14/2022 REVISIONS —2" IRRIGATION METER NO. DATE DESCRIPTION WITH 2" SERVICE-CWS COORDINATE SW PERTH ROAD CIVIL DRAWIN STH 15 TUFT 22 TUFT 11 TUFT 33 TUFT 23 TUFT _ _ 15 MANN 12 MANN 32 MANN 3 MANN � 22 MANN 12 DWAR 32 DWAR 24 DWAR ii 14 DWAR 22 DWAR �_ 262 SF 757 SF ` 547 SF �� -'- 4, 346 SF \ ��X518 SF MIk /`� `` /` / ` \ \ \ —__ ,.,armor<►, F q �� i �� \�% w% —/. 1/ •',1. ..,r ►► . . ,a .amo7■'�I /1•lTi FA i 1," 1;i 7•\7! • , • • • • • �. s i ire lsel�� •L� • I. 11�. i 1 L i 1�i�I�i�Y,=:�L�Lr•�1�1�L�•aY�LsLvI�l�Lal�l�r'i1�l��Lnll�li'l�l�l.:i�j�i��.�� I� 5��y1y;vs��_►�ID,t ® #..Si•.p�yw;sa�j iL"•y®ioi-1�1 ��L I I�I�bul�l�l►a;ngsy�l�l�s;,��i�;�L��le�L�1�I�L�p�L�Lw rLW_M1►aL��Ml�p■lnel.l_�I�l-L_ I L I I ! 1 L r .. �1r.1��•iii L�1►�i�1►y 'QIP11111400"4,A111%. �►� ►,.1 �► i r/� �j ♦1 `�I ,� 1 i'n i 40�► 7 ►�41' ,..4.,11.•••••••[,z, I4 # �,►� 11 A��j I�� `i��!� �1 r 44 '4"6141 ‘i � i i ��Ift 11' i iii�}'s lill el' rR i■■■■■■■■ger. t*IVO Al ;� " p•fn ' •. ,� ilY�� ► _ . _: , ;11 ��1� _;,� t ,. ,.► �,c:"c AIL e�yi SID I,. L� 1.s— _Offillt. �� 40�. �� N�� / ©� �. / ��I I �. `r �I' �.�� ,/ 1�i� /��ie�� /� � r��-� �\ � ��, �' O.4., `414 ,� q� 000 ril■■■■�■■�I ♦� �, ip4�� I , I el \ X, 1� ,.. / , ' i,• ► 1 �, 0 i0*- ., 4-di=kt rS �.:1 I,�� ,` .;/ 71►S �ii�� ►wr i ;Irl . p1Q►>i .:17�. -' i �, ��►�� '/� ,K► 13 TUFT ' >� 1_ "q �� `�.� .a�rr/ .'/�.Ia1ie�� i��<�i�.,�.F•� �i �I �V �I►►• Ila? -► ti�,►' ►� � �� / �•/1�� '�-'vorepi,, - � ��w1�" � � S . , � �� rl (r_____ 13 MANN ?V ♦!� �, ••o••�:� �� ,i►�::.:l►,i.:ri , r• 1:.. �i A� � �'' �� I. ri Imo ..._. ► ._ -41, __�► 1 , 12 DWAR fll�� ►" /� � i.- ..„-.-..,,„ _410,,,,,,,'.� t t -� - 1;�� L/� •_��a►e� •.(�l �, .�I \� �I 298 SF I W."o' �� '�� 4÷4:iy,./÷ Q�••••••••�• � ` - �j'�- Xt '\ �%' ��► ywr IG��r1Fir�. _!- kr, P►�� ri �• ! � • • • � � • =:. � �1► + + + POND!IDE* SLOPE,,.•ei..val� I� ,0 ,/ ...IA_ i ��h�► �—•.-i 1 POND PLANTING LEGEND GENERAL NOTES: LANDSCAPE PLAN TREES 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR 1 i TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND SYMBOL QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL p G MULCH AS SPECIFIED, KEEP CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. MULCH CLEAR OF SHRUB STEM BASE I 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY ' N BACKFILL /''�� 15 MALUS FUSCA/OREGON CRABAPPLE: 3 GAL. /4' HT. STARTING. NG IL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE illP // SOIL � FINISH �-m�� 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR_ GRADE r `./ 17 BIGLEAF MAPLE/ACER MACROPHYLLUM: 3 GAL. /4' HT. �. - - - - J \ / 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM 00 I-_ - 1 17 OREGON ASH / FRAXINUS LATIFOLIA: 3 GAL. /4' HT. AGED DARK FIR MULCH. APPLY A UNIFORM 3 4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN a (I ,, GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY o I- - SCARIFY EDGES AND FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. =ce I i-i i- i i BOTTOM OF HOLE �� 28 RED ALDER/ALNUS RUBRA : 2" CALIPER, B&B 5. BED EDGE TO BE NO LESS THAN 11.5" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL H 1 11 -IIIIII- BRANCHING. WHERE GROUND COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. II -1 I 1 ' ' 20 BLACK HAWTHORNE/ CRATAEGUS DOUGLASII: 3 GAL/4' HT. 411, 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. / DIAMETER OF / �� ROOT BALL + 12" i 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH • \ 25 WESTERN RED CEDAR/THUJA PLICATA: 3 GAL. /4' HT. AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR �� / DEBRIS. SHRUB PLANTING DETAIL PACIFIC COMMUNITY DESIGN / ' _ 12564 SW Main Street Tigard, OR 29 WESTERN WHITE PINE/ PINUS MONTICOLA : 3 GAL. /4' HT. 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE 97223 NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE SCALE. N.TS .02 [T] 503-941-9484 RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A SHRUBS DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 1ST SUBMITTAL: 01/14/2022 SYMBOL QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 31- 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE 118 REDTWIG DOGWOOD /CORNUS STOLONIFERA: #2 CONTAINER SYSTEMS. // 7t, // �/ REVISIONS / / GROUNDCOVER PLANT 182 SNOWBERRY/ SYMPHORICARPUS ALBUS: #2 CONTAINER. 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT I N1 - I `i/ MULCH NO. DATE DESCRIPTION Olt 51 OREGON REDSTEM CEANOTHUS/CEANOTHUS SANGUINEAS: #2 CONTAINER REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING ..... ....... ....... �' \l/ ‘,„,,, VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. -�, /-0 ` 41 FINISHED GRADE %V 48 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: 1 GAL. ��j�l��` , \j ,,�� . _ �;`,�t . _ ,��` j\ di® 279 DOUGLAS SPIREA/SPIREA DOUGLASII: #2 CONTAINER 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, \�'r'I� /\\ WIM VI /\\ •� NOTIFY ODR TO ADJUST TREE LOCATIONS. ff9/��\; ,20/�� 0/��\�, \ 6.. SPECIFIED 110 53 MOCK ORANGE / PHILADELPHUS LEWISII: #2 CONTAINER � � � \ �� BACKFILL SOIL 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING N�� 214 CLUSTERED ROSE / ROSA PISOCARPA: #2 CONTAINER OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS /��/� THOROUGHLY MIX INTO 185 ISANTI REDOSER DOGWOOD /CORNUS SERICEA 'ISANTI' : #2 CONTAINER UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. s7* A DEPTH OF 6" c\C - 45 SITKA WILLOW/ SALIX SITCHENSIS: #2 CONTAINER 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND VI___ FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM �,��♦.�♦.. 137 PACIFIC NINEBARK/ PYSOCARPUS CAPITATUS: #2 CONTAINER THE SITE. * * 4. 4. .44 NOTE: TILL SOIL SO THAT •• . THERE ARE NO CLODS OR GRASSES 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE - 12" THOROUGHLY TILLED SUBSOIL CLUMPS LARGER THAN 1 SYMBOL CODE QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE 1/2" DIA. FERTILIZER PER MANUFACTURER'S RECOMMENDATION. RUSH 1740 SPREADING RUSH /JUNCUS PATENS: #1 CONTAINER © 18" O.C. + + + 3397 SF 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. GROUNDCOVER PLANTING DETAIL 1 4 iiiii: SEDC 1617 DENSE SEDGE/ CAREX DENSA: #1 CONTAINER18" O.C. 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE •••••••••• 3185 SF © SCALE.' N.T.S L2.02 LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPEEMMA /// TUFT 573 TUFTED HAIRGRASS/ DESCHAMPSIA CESPITOSA: #1 CONTAINER @ 3' O.C. ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT / MANN 573 WESTERN MANNA-GRASS /GLYCERIA ELATA: #1 CONTAINER © 3' O.C. MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 9101 S.F. DWAR 573 DWARF TALL FESCUE / FESTUCA ARUNDINACEA: #1 CONTAINER © 3' O.C. 2" BARK MULCK AT 1720 TOTAL 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, - 18" Dia. CIRCLE TeNtace, EMERGENT PLANTS DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND NOTE: I �� DISFIGUREMENT. PROVIDE BROWSE PROTECTION FOR ALL °, SYMBOL CODE QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION SHRUBS AND TREES - INSTALL PER ° 4576 SPREADING RUSH /JUNCUS PATENS: PLUGS 1"X 6", (6) PER S.F. 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS MANUFACTURERS SPECIFICATIONS. ° EMRG 4576 SLOUGH SEDGE/CAREX OBNUPTA: Plugs 1"x 6", (6) PER S.F. NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT °° °�° Taylorl\Aorrison® .,,, ,,,, ,,,, ,,,, ,,=,, MATERIALS. \ ° 2,288 S.F. 4576 SLENDER RUSH /JUNCUS TENUIS: PLUGS 1"X 6", (6) PER S.F. �i TOTAL: 13,728 ** CWS REQUIREMENT: 2288 X 6 = 13,728 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. ° SOUTH RIVER POND NATIVE GRASS MIXES MOUND FOR TEMPORARY ° PLACE ROOT COLLAR T 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. WATER BASIN 2-3" ` ABOVE GRADE POND SIDE SLOPE CLUMPING NATIVE GRASS MIX s SYMBOL CODE QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION . • ‘ r a; DWARF TALL FESCUE / FESTUCA ARUNDINACEA: 2 LBSTC, . /ACRE � - TERRACE GRSS 32,737 S.F. NATIVE CALIFORNIA BROME / BROMUS CARINATUS: 10 LBS. /ACRE NOTE: STAKE ALL EVERGREEN TREES �� - _ .- I EXISTING SUBGRADE .. (0.75 ACRES) LESS THAN 4" CALIPER. DO NOT STAKE 1 2 - r E CREEPING RED FESCUE/ FESTUCA RUBRA: 8 LBS. /ACRE I "CHAIN LOCK" TREE TIES OR - - I=I I -I I - 1 a VINE MAPLES. TREES 1 1/2" CALIPER N. ** GRASS MIX COVERS ENTIRE POND SIDE SLOPES BLACK FLEX GARDEN HOSE PLANTING PITS TO BE-/- 1_ __ LOOSEN SOIL PRIOR TO PHASE 2 AND LESS SHALL BE STAKED WITH A COVERING ? - - -_ - PLANTING FIRMLY PACK POND BOTTOM NATIVE SEED MIX SINGLE WOOD STAKE UNLESS \ 12 GREATERHE ROOTBALL = - 11=11L I I = o OTHERWISE SPECIFIED. - - y = SOIL WITH FOOT DO NOT SYMBOL CODE QUANTITY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION =/„w. - BEND OR BREAK ROOTS. NO "J" OR "L" ROOTS 14,542 S.F. SUNMARK SEEDS / NATIVE SWALE MIX: 1-LB PER 1,000 S.F. --------------___Ir.-- % �/ �/ "" / /��/� X60 S TE�� w w w NATV (0.33 ACRES) TWIST STRANDS AROUND \ �� V\ ��\�REMOVE BURLAP OR 4 513 d o SUNMARK SEEDS /SHRUB SWAMP MIX: 1-LB PER 1,000 S.F. EACH OTHER MIN. 3 GUYS @ice/ice/ice/\�/\�/\�/\�/ice/i/ CONTAINER OR APPROVED EQUAL 4 120° ��. �`o {��ra�N\i APART J� 10 S # 1 CONTAINER PLANTING DETAIL ( 5 r Kristina M.Koltavary DEEPROOT GREEN INFRASTRUCTURE, LLC 101 MONTGOMERY STREET, SUITE 2850, SET ROOT CROWN NO MORE OREGON (2) THAN 4" ABOVE FINISH GRADE 11/08/02 �� SAN FRANCISCO, CA 94104 INFO@DEEPROOT.COM TREE TIESCALE: N.TS a TEL: 415 781 9700 GLAV. STEEL WIRE; LOSE _� MULCH AS SPECIFIED KEEP L2.� C`�PE AR a '�. TO ALLOW 4" OFF /j �� MULCH CLEAR OF TRUNK MOVEMENT IN ALL f, li, .k\ BASE o ` DIRECTIONS CUT AND REMOVE TWINE AND MULCH AS SPECIFIED. FINISH GRADEu �� BURLAPFROMTOPANDSIDESOFLUMP & SCATTER PLANTS SO THAT AVERAGE KEEP MULCH CLEAR OF = I- ROOTBALL. REMOVE ALL WIRECUTANDREMOVETWINE oLIBASKET) ( TYPICAL O.C. (on center) PLANTING GRIDTRUNKBASE. M,, BURLAP, AND WIRE BASKET0. 2"X2"X8' WOOD STAKES FROM TOP AND SIDES OF N _1 2"X2"WOOD STAKES OR METAL AM M E N I T I E S r SET OUTSIDE J I-III- Il O A O/ ROOTBALL. Q -III-III TREE ANCHORS AS APPROVED. 0 4 CO N ROOTBALL ON m o WINDWARD AXIS I 3' UNDER FIRST LIMBS OR 5' HIGH. I=III- All_ _ _ AMENDED NATIVE SOIL/BACKFILL PLANTING o (REMOVE AFTER ONE WHICH EVER IS LOWEST. - _=_= PLANTING MIX PER O Q YEAR) _ N -III-III-III-III-III-I_ _ SPECIFICATIONS O LEGEND & DETAILS III=III- NOTE: II III 11=111=1 1= BACKFILL SOIL Z r P 1 1 I- 1. TIE BRIGHTLY COLORED I I I I TILLED, AMENDED, AND MOUNDED L _ J NATIVE SUBSOIL O `" / / o w P.V.C. RIBBON ON WIRE 2 X DIAMETER O �r 0 Q o I I I I_ I I I I I III I I I GUYS. (MIN. 1 PER GUY.) OF ROOT BALL O O �� PROJECT NO.: 395-103 I I2. IN LAWN AREAS CUT TREE NOTE: RANDOMLY MIX PLANT SPECIES AND HEIGHTS TYPE: CONSTRUCTION N. 1 1 I III'''III I CIRCLE AT 12' RADIUS FROM 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) REVIEWED BY: KMK o TRUNK. 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. OFFSET PLANTS TO AVOID STRAIGHT ROWS on _ / DIAMETER OF / 1 ROOTBALL + 12" RANDOM PLANTING PATTERN 6 os TREE STAKING DETAIL 1 CONIFER TREE GUYING DETAIL 2 SCALE: N.T.S L2.O2 SCALE: N.TS L2.O2 SCALE: N.T.S 2.0 2 Z - - C.W.S. CONDITIONS FOR SWALES: VEGETATED SWALE PLANTING NOTES: 1. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. ENHANCEMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE 1. ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR REQUIREMENTS (R&O 19-05: APPENDIX A). IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION CONSTRUCTION DOWNSTREAM OF THE EXISTING WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended 2. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, ENGLISH IVY, AND ENGLISH GROWING SEASONS. topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer HAWTHORN, WITHIN THE VEGETATED CORRIDOR SHALL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN amendments. 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES AND SHRUB SPECIES. 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND swale cross section, fabric shall be held in place in accordance with the manufacturer's 3. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. MONITORING PURPOSES. a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) 4. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, TRADE, 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY b. All other areas-low-density jute matting(Econojute or other approved equal) OR BARTER, ON ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. ADDITIONAL COSTS RELATING TO THE CONDITION. 3. 2.5-3 inches of 2"-4"river run rock shall be placed over the matting evenly throughout the length and width of the swale. 5. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP's) FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL 5. SWALE TOPSOIL: USE 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING 4. Plant materials shall be placed in accordance with the plan and plant table as shown on TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR TO, DURING, AND FOLLOWING EARTH DISTURBING ACTIVITIES. CHARACTERISTICS. A) TEXTURE- MATERIAL PASSES THROUGH ONE INCH SCREEN BO FERTILITY- 35% ORGANIC MATTER approved plans. 5. The water quality swale treatment area plantings can be deemed"substantially complete" 6. PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO once active green growth has occurred to an average growth of 3" and plant density is an ORDINANCE 27, SECTION 4.B. 6. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE THE LARGER OF THE TWO AMOUNTS. average of approx. 6 plants(minimum 1-inch plugs or equivalent)per square foot. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth 7. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. and density matches the engineer's design as shown on the approved plans and all other 7. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. requirements have been met. The engineer must certify the facility to be functional,in Flog) 8. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT SHALL accordance with the approved plan design to begin the two-year maintenance period. PACIFIC COMMUNITY DESIGN PROVIDE UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER. 8. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, LOW IMPACT 12564 SW Main Street Tigard, OR 9. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.5 TABLE A-1 OF R&O 19-05. IF AT ANY TIME DURING THE DEVELOPMENT HANDBOOK, JUNE 2016. MAINTENANCE 97223 WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80% SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT 1. The permittee is responsible for the maintenance of this facility for a minimum of two years [T] 503-941-9484 THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF 9. THE TREATMENT AREA HAS 4" TO 2-INCH RIVER RUN ROCK PLACED 2.5 TO 3 INCHES DEEP ON HIGH DENSITY JUTE OR COCONUT following construction and acceptance of this facility per Chapter 2. REPLANTING. MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGH DENSITY JUTE OR COCONUT MATTING EXTENDS 2. Irrigation is to be provided per separate irrigation plan as approved. TO THE TOP OF THE TREATMENT AREA, TOPSOIL AND LOW DENSITY JUTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY Note: Irrigation needs are to be met using a temporary irrigation system with a timer during 1ST SUBMITTAL: 01/14/2022 10. THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED TO BLEND INTO THE NATURAL TRACT OR EASEMENT AREA. the dry season. Systems should be winterized during the wet season to assure longevity and SURROUNDINGS. 10. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED STOCK SHALL BE INSTALLED guard against damage from freezing temperatures.Water source shall be as shown on the ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. REVISIONS approved plans. 11. DEEP ROOTING TREES AND SHRUBS ARE NOT TO BE PLANTED ON TOP OF CONCRETE PIPES, OR WITHIN 10 FEET OF RETAINING WALLS, *** CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice NO. DATE DESCRIPTION INLET/OUTLET STRUCTURES OR OTHER CULVERTS. ACRE. annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS, APRIL 2019): to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial 12. LARGE TREES OR SHRUBS ARE NOT TO BE PLANTED ON BERMS OVER FOUR FEET TALL THAT IMPOUND WATER. SMALL TREES OR SHRUBS coverage. Non-native,invasive plant species shall be removed when occupying more than WITH FIBROUS ROOT SYSTEMS MAY BE INSTALLED ON BERMS THAT IMPOUND WATER AND ARE LESS THAN FOUR FEET TALL. 20%of the site. 11. TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING TREE-PROTECTOR TUBES OR 25. SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth CONDITIONERS, BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL occurs within the two-year maintenance period. FERTILIZATION TECHNIQUES (APPLYING N-P-K)ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. MAINTENANCE AND MONITORING: 26. TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE 1. BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1)AND FALL (BY SEPTEMBER 30), WATER QUALITY SWALE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A MINIMUM OF 80% SURVIVAL RATE OR BETTER CONSTRUCTION & MAINTENANCE NOTES CleanWater Services ADDITIONAL MEASURES TO ENSURE SURVIVAL. WITH 90% FACILITY COVERAGE OF THE REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE Our commitment is clear. NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE DETAIL NO. 710 REVISED 12-06 27. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% NON-NATIVES OCCUPY THE SITE. IF IT IS LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR THE INSTALLED WHERE POSSIBLE. SLOPES SHALL BE GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL BE CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN (OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS. PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS (COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAP MAY BE USED TO SECURE PLANT PLUGS IN PLACEIIP"Il AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE IS PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. CWS CONSTRUCTION NOTES ( 1:- ______ _ 28. MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. SCALE: N.TS 12.03 APPROPRIATE MULCHES ARE MADE FROM COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. THE USE OF MULCH IN FREQUENTLY INUNDATED AREAS SHALL BE LIMITED, TO AVOID ANY POSSIBLE WATER QUALITY IMPACTS INCLUDING THE LEACHING OF TANNINS AND NUTRIENTS, AND THE MIGRATION OF MULCH INTO WATERWAYS. 29. PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE IVAM GUIDANCE). R:Lvelt, ievtace, 30. IRRIGATION: APPROPRIATE PLANT SELECTION, ALONG WITH ADEQUATE SITE PREPARATION AND MAINTENANCE, REDUCES THE NEED FOR IRRIGATION. HOWEVER, UNLESS SITE HYDROLOGY IS CURRENTLY ADEQUATE, A DISTRICT/CITY APPROVED IRRIGATION SYSTEM OR Taylorl\/lorri son EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE son® AT A MINIMUM RATE OF AT LEAST ONE INCH PER WEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS D VINYL CLAD CHAIN LINK FENCING DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY DISTRICT STAFF. SEE STD. DETAIL NO. 740 =. SOUTH RIVER , oy �' �� APPROVED = 0 0 ► ,/ _ _ __ MATTING TERRACE E > J� ! imm- Cw- Q " ,� �� . PHASE 2 - ;,,,k, ' SWALE BOTTOM 0, " �kk �1 2' MIN. !r�'� M ��- 12" MIN. TOPSOIL 1' MIN. .93 V� ``�r� (' ••ir. ,�,1� •• 513 � kit .- .,_.4'01 • - 0.5' MAX. �'' �i►go�o :. '� ��-.'�� 1 I j • ' t- Kristina M.Koltavary E-+ ALu I OREGON li, W I 7J pi RIVER ROCK 2" -3/4" T� 11/08/02 \� m 2.5"- 3" DEEP `SPE AR I- 0 N SWALE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION I AREA 6' MINIMUM WIDTH AREA AREA 0 0-)z z EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* (S> 20%) 0 SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY POND COMMUNITY M a SEE NOTE #5 SEE NOTE #5 DISTRICT OR CITY o ® AD MAX. SLOPE 2.5: 1 4: 1 FLAT BOTTOM 4: 1 2.5: 1 NA AM M E N I T I E S 0. ° M N S ,, OR AS APPROVED WATER QUALITY `o V E. NOTES:1. SWALE REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING O rtREQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. 0 H 2. PROVIDE IRRIGATION- CD - U APPROVEDLBY CWS. NOTES & DETAIL a 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR v d 1-4 FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. L •" �C,,, 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. C) 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, 0 rD COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. PROJECT NO.: 395-103 28 c TYPE: CONSTRUCTION roJ o REVIEWED BY: KMK on _ 3 0 CWS WATER QUALITY SWALE i 2 O.0 .; SCALE: N.T.S \\ L 2.O 3 os _M O L2 • O3 _9- Z 7" x 9" x 8' PRESSURE TREATED PLANTING AREA VARIES SET CONCRETE 1/4" ABOVE TIMBER ANCHOR WITH (2)i" DIA. FINISHED GRADE GALV. STEEL REBAR 18" SEE PLANTING PLAN LENGTH DRIVEN THROUGH AND LAYOUT PLANS CONCRETE SIDEWALK Q DRILLED HOLES IN TIMBER LIGHT BROOM FINISH L3.01 FINISHED GRADE SEE LAYOUT PLANS FOR SCORING / - 31-0" / SPECIFIED BACKFILL PLANTING MIX 4" CONCRETE, LIGHT I FILTER BROOM FINISH SEE 771711 177_771 1-71 1711_7171771 1 -47375'._ O O FABRIC LAYOUT PLAN FOR —I I I—III—III—III—III—III—III—III—III—I I I—I I I—I I °p0°o3 6°00 06 I� © SCORE JOINT SCORING :III=III=III=III=III=III=III=III=III=III=III=III=I I -0-,° 00000000C ��1� a a L3.01 —III—III—III—III—III—III—III—III—III—III—III—IIIIII - Of,o- c� - ° SLOPE VARIES SEE =III—III—III—III—III—III—III—III—III—III—III—III—III— 11 _O 00 00 _ _ _ III-III-III III III III III III III III III III I I — I=I I I III=III=III=III=III=III— III—I Q').(),0°00 00 00 00 - - - • GRADING PLAN SHEETS _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ O •• FOR ELEVATIONSI I III 1 I—III—III—III—III—I 1 I=III III—I I I—I I I P-,0 00000000 i i ' ‘ i - ' ' . I—I I I—I 11 =111=111=111=111=111=11 11=111=111=11F9 I�C) 91 n9 777 177 I I •1=1 I I-1 11=1 11-1 I I-1 I I-III-1 I I-1 i 1=1 I I-•�. c ,_ • - = 3/4° COMPACTED, CRUSHED ROCK =III=III=III=III=III=III=III=III=III =111=111=111=111=1 III= =III=III=III=III=III=1 =1 --- -I 1 -I I-III11�-� �-�� . • • �- v �� III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11= I=1 I I-1 I I-1 I I-1 I I-1 I I-1 III-1 I I-1 I I-1 I I-1 I I-1 11= I I 1=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 I I-I 11=1 11=1 I I-III-I 11=1 11=1 11=1 I D*••� • 0� 0� 0� �� -III-111-111-111-111-111-111-111- I-111-111-111-111-111-111-1 -111=111=111=111=111=1 -I I-I I-I IIII-III-I I-III-III-III-III-III-III-I 11-1 11-1 11=1 11=� 3/4" M I N U S C�.QO CPoo C0-,n ,,n ( 3/4" COMPACTED _ _ _ _ III-III-III-I -IIS-III-II1=111=111=111=111=111=111=111=1II=1 I IIIA COMPACTED, CRUSHED R O C K BASE -III-III-I I III-III= I=III=III=III=III=1 11=I 11=I 11=III=III1 I II 11=I I I1iI I I III I I I- III-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I 1 I I=1 I I=1 11=1 I1=1I I-I CRUSHED ROCK NOTES: I=III=III=III=III=1 III; ;, I-IIII I1111=1I I 111=III- III-III-III-III III III III III I I COMPACTED 4" DEPTH WOODCHIP 1. REMOVE ALL ORGANIC -III-III-III-III-III= III II COMPACTED TRAIL MATERIAL AND TOPSOIL 1-I 1 I-I 1 I-I 1 I-I 1 I-I SUBGRADE III III II; SUBGRADE -I I I=I I I=I I I=I I I=I I F TO SUBGRADE DEPTH 1=111=111=111=111=1 PRIOR TO PLACING -I l I-I 1 I-I 1 I-I 1 I-I I I= WOODCHIPS. 1=111=111=111=111=1-111-1,-,1,1-111- SCALE: IIIIIIII1CONCRETE PAVING / LANDSCAPE 8 PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 4" CONCRETE OVERLOOK 1 SCALE. N.T.S L .01 97223 PRESSURE TREATED TIMBER STEP 5 [T] 503-941-9484 SCALE: N.T.S 13.� SCALE: N.T.S 1 .(:)y. CONCRETE PAVEMENT 4" RADIUS TOOLED EDGES LIGHT BROOM FINISH SEE 1ST SUBMITTAL. 01/14/2022 SEE CIVIL GRADING PLANS LAYOUT PLANS FOR _\___:_i_7z_ & SHEET C1 FOR SCORING REVISIONS a� CONCRETE PAVING � ADDITIONAL INFORMATION /W NO. DATE DESCRIPTION 2,o C - ° C O + FINISHED GRADE T Q °o p „ ° ° -o o ° ,,QO°op0 °00°000 000°°O0 ° ,00°000°°°0 'i� 1 ° .o0°°p0 .°p°0°°°0° °°0°°°°°�° °00°° 00 FOR PAVING SCORING PATTERN SEE 1--( 2.5" 0 0 I °0 0 0 ° °00 °po °0°00 ° ° °00°°°0 ° °00 ° o< LAYOUT PLAN ° ° 0 °00 n °°�° p ° p , 11) I 4.. � � JO0000000000 4 ��QDQO°QO°Q0°QO°Q° NOTES: • r 30" ••o0o0'OoO�CO _� �o 000 1. NO SHINER BANDS ON TOOLED JOINTS. \ I=I MAX / III—III—III 2. PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. ri, – - �/�� I I-III-IIII - - � o•0�o�0�-III=1 l=1 l— n•IVOS-III-1 11-111-111 SCORE JOINT DETAIL 2 �I .. ft �• - _ =1 I I 4"DEPTH, 3/4" MINUS �_ _j�� IIIIIIIII COMPACTED CRUSHED SCALE. N.T.S L3.O 1 ROCK 1 _ rooill__ - GEOTEXTILE FABRIC AS ��-1 9 1-11191) --11 -111-1 1—I 11—I 11— SPECIFIED NOTE: __ =111-111-111-111-111-111-111-111-111-111 1. REMOVE ALL ORGANIC 11-111-111-111-111-111-111-111-111-111- COMPACTED SUBGRADE MATERIAL AND TOPSOIL TO VICTOR STANLEY =111-111-111-111-111-111-111-111-111-111 r P.O. DRAWER 330 - DUNKIRK, MD 20754 USA I I III III III III III III III III I I I SUBGRADE DEPTH PRIOR TO TOLL FREE: (800) 368-2573 (USA& CANADA) PLACING WOODCHIPS. 4" DEPTH ACCESSIBLE TEL 855-8300 - FAX (410) 7579 BLOCK WALL g WOODCHIP TRAIL WEB SITE: HTTP://WWW.VICTORSTANLEY.COM EXISTING GRADE i ReweA, ievtace, 5 SCALE: N.TS L3.01 TO REMAIN BENCH / MANUFACTURER: VICTOR STANLEY FINISH GRADE MODEL: THE GREENSITES SERIES CM-324 rayIori\/iorri son . FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE •� gT r♦'�� ,_ METAL: TITANIUM POWDERCOATED �t'�`Ll IIII-III-IISIZE: 72" LENGTH SEE DETAIL 2 SHEET L3.03 FOR - I ADDITIONAL INFORMATION. II-III-III-III -t �� REMOVE ONLY SOUTH RIVER -1 I I 1 1 1-1 1 1 III III IIIII I1 I I . III1 I IIIII 1 1-1 1 1- UPPERMOST ORGANIC 4" DEPTH ACCESSIBLE 1-III-III—III—III—III—III—III—III—III—III—III—III— MATERIAL ON BACK SLOPE WOODCHIP TRAIL � ' I III III III III III III III III HI HI ' FILTER FABRIC BENCH SHOVEL CUT EDGES (TYP) ORIGINAL GRADE TERRACE COMPACTED SHOULDER WOODCHIP TRAIL 3 SCALE. N.T.S L3.01 11�i1�I-11-1II 1 1=1 11=1 I II I- SLOPE 'I111=111=III= PHASE 2 N -1 I I-I 11=1 ��i�,/,\\ SCALE: N.T.S L3.O1 ail lll�111111111=llm '1 lil \ M I II Iii iii ��_ 11111-111111 " BENCH AS SPECIFIED 111 IIIIIIIIIIIIII III-III- - I S TE co SEE LAYOUT PLANS FOR LOCATION / 5-0 / 12 / -i111=III-111 �I l li it l l� �l �� ,6 00 GEOTEXTILE FABRIC 513 ..z.--.4 014 . E w WOODCHIP TRAIL SECTION WITH SLOP I Ter- 10 t- Kristina M.Koltavary E- OREGON 11/08/02 �`S. i SCALE. N.T.S L3.01 c FINISH GRADE 0 O `SPE AR 4" DEPTH ACCESSIBLE WOODCHIP TRAIL 4" DIAMETER ANCHOR BOLD 0 W SET WOODCHIP TRAIL 4" IN LEAD SLEEVE ORIGINAL GRADE 0 o BELOW FINISH GRADE USE TAMPER RESISTANT NUT REMOVE ONLY UPPERMOST ORGANIC FILTER FABRIC MATERIAL ON BACK SLOPE. M CONCRETE SIDEWALK LI3 01 Li CONCRETE PAVING 7" x 9" x 8' RAILROAD TIE ANCHOR WITH POND COMMUNITY aa a /l (2)r DIA. GALV. STEEL REBAR 18" LENGTH DRIVEN THROUGH DRILLED AM M E N I T I E S M °a N ° 3 01 �`�`�`�`�` ��e u U(�'`�J U� C _ HOLES IN TIMBER N D-ll u �� MATERIIAL1. EALL ANDORGANIC TOPSOILTO z ° a ° CONSTRUCTION r,IIII-III-III-III-III-III SHOVEL CUT EDGES (TYP)SUBGRADE DEPTH PRIOR TO w Oce"�,�o, �vOat�`��" , w( . sLE ( ) o -111-111-111-111-111-111-111-111-111-111- 1 = PLACING WOODCHIPS. ,, &o-,c o .c,nran r(l r, REMOVE UPPERMOST ��j��j/��j, COMPACTED SHOULDER I DETAILS III III III III III III III III III III-I I III ORGANIC MATERIAL ONLY 16Era �1 ..._,. ► \ \ 1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-III-III ,� Av.�, -III-III-III-III-III-III-III-III=1 11=1 11=1 11=1 11=1 117 GEOTEXTILE FABRIC AMEMI 1 1-1 1 1-1 1 1-111-111-I 11- - WM" - (0 EXISTING SUBGRADE =III-III-III=III-III-1I SEE DETAIL 2 SHEET L3.03 FOR PROJECT NO.: 395-103 C ADDITIONAL INFORMATION. TYPE: CONSTRUCTION 4" of 3/4" COMPACTED, oCRUSHED ROCK REVIEWED BY: KMK CONCRETE / WOODCHIP TRAIL 4 BENCH SURFACE MOUNT 7 SECTION AT P.T. TIMBER STEP 11 SCALE:os N.T.S L .O i L 1 MSCALE: N.T.S 3 O 1 SCALE: N.T.S L3.O 1 -- _d L 3 I, 0 1Z DIAPHRAGMS © 3' O.C. 95' HEIGHT VARIES MIDWEST GABION WELDED 4 / MESH 12' LENGTH L3.02 wWW � ��_ � •��_ �I`� � ��o_ _ � ��o_ I. °% 'cilia/FM/di. moo_ �� egiWO ( g. I 1 moo_ c �, N Q O M J POND BOTTOM 3' FINISH GRADE POND BOTTOM GABION SET ON GRADE- TYPE A r1-.. FINISH GRADE SCALE: N.TS L3.O2 Are co\ '� ` 'C POND BANK SLOPE AvAr SECTION- TYPE A FINISH GRADE VARIES / 193' Y SEE CIVIL DRAWINGS & SHEET Cl DIAPHRAGMS © 3' O.C. HEIGHT VARIES 3'1\__, \__ PACIFIC COMMUNITY DESIGN ' __ _ up _ _ _ _ _4. _ _ _ Virani _ _ _ _ 12564 SW Main Street Tigard, OR �� 0• -_ �• 0.� �11J.� - v ��- Q __ POND BOTTOM 97223 �04. , O 0 . O D .,``� O o� . `7 ,lib �� W� FINISH GRADE [T] 503 941 9484 Ol ,� ll, W��, , '�1\ ��,. Ifs I_� �,.Al. '\ �, AM I E 70 MIDWEST GABION WELDED 4 �� 1ST SUBMITTAL: 01/14/2022 AD MESH 12' LENGTH L3.02 GABION SET INTO GRADE - B (-- 2---. POND BOTTOM FINISH GRADE SECTION- TYPE BREVISIONS NO. DATE DESCRIPTION SCALE: N.T.S L .O2 MIDWEST GABION WELDED 4 MESH 12' LENGTH L3.02 90' V1 DIAPHRAGMS © 3' O.C. POND BANK SLOPE HEIGHT VARIES FINISH GRADE VARIES SEE CIVIL DRAWINGS & �� . 0- 0 I, —' • _LMIME.-►��i�� L�1�lIM �:( \ :� l��lA -7.d �f�� li— ' l�r�[�1•�.� Mr IMM�MIl Mil �J�O�. .:' SHEET Cl 0 Ai� ill I\Cilift 1 N �' M POND BANK SLOPE _ : ) - )' J - . v. Cl) FINISH GRADE VARIES GABION SET INTO GRADE C 3 _ r` SEE CIVIL DRAWINGS & SHEET Cl SCALE: N.T.Sri- -- ---- NOTE SECTION- TYPE C __ 1. GABION CONSTRUCTED FROM ROLL STOCK MAY UTILIZE CONTINUOUS SECTIONS OF WELDED WIRE MESH UP TO 300' Rewelt, LONG. 2. CUT PANELS TO APPROPRIATE SIZES IN FIELD. 2' / ,r Taylorl\/lorrison® 3. ENDS, DIAPHRAGMS, FRONT ANDBACK PANELS ARE PLACED ---0—INTERPRETIVE PANELUPRIGHT ON THE BOTTOM " PHENOLIC RESIN PANEL MOUNTED SECTION OF WIRE MESH. TO A STEEL PLATE WHICH IS AT A \ 35 DEGREE ANGLE TO THE POST 4. SECURE PANELS BY SCREWING SPIRAL BINDERS THROUGH THE 2' HIGH X 3' WIDE MESH OPENINGS IN ADJACENT MIDWEST GABION 3" X 3" - SOUTH RIVER a, WELDED MESH 12' LENGTH INTERPRETIVE PANEL POST INTERPRETIVE PANEL s" PHENOLIC RESIN PANELS. PANEL MOUNTED 4 TO A STEEL 5. GRADED STONE- 4" 8" CLEAN, 30 4"x 4"x 59" GALVANIZED ANGULAR QUARRIED BASALT, \ 30 DEGREE ANGLED TOP TUBULAR STEEL POST PLATE WHICH IS AT A 35 DEGREE TC, ANGLE TO THE POST 2' HIGH X 3' TERRACE 12" LIFTS COMPACTED GABION LID TOWARD PLAZA. WIDE PLACE 18" CORNER STIFFENERS MANUFACTURER OR FILL GABION WITH GRADED AT 12" INTERVALS (4 PER CELL). CLOSE AFTER FILLING AND APPROVED EQUAL: CAST IN PLACE STONE BY HAND OR MACHINE IN CRIMP OVER THE LINE AND SECURE WITH SPIRAL MIDWEST CONSTRUCTION CONCRETE FOOTING PHASE 2 8., 12" LIFTS, CROSS OR CORNER CROSSWIRE ON THE FRONT BINDERS AT THE PRODUCTS 1-800-843-6175 IN TYING EACH LIFT. MAINTAIN A AND SIDE FACES. DIAPHRAGMS, ENDS, GABIONBASKETS.NET co M CONSTANT INSIDE DIMENSION FRONT AND BACK. 30 ERIC HARRISON- FIELD REP. N 1/4" X 3" GALV. HEX HEAD IN ORDER TO HAVE THE LID FIT Eric@midwestconstruct.com ��I:LERan„ CORRECTLY. DIAPHRAGMS @ 3' O.C. 800.532.2381 BOLTS, NUTS AND WASHERS. 3 oHEIGHT VARIES COUNTER SINK `o _ •� i L, • IL _ _ •\• — —_-wa �ri�.i—� p.proi �r—�"� \ \ \ t- Kristina M.Koltavary N .�� _M�l.Prw O W 3 �� r'�„ • I�- a ° ° REGON w -p _ Ilk r0 11_ - _ v I__--_- _ �' __--_%--i1•-� 71- ° 8 y ° ° ,� l %P „�08�02 a �-�iGT�l•�M � -L .� • �� -IMA AN - \ o, v ��v � ° �� v vW 0 v C 1/4" X 12" X 18" ‘0,.4 PAR ~ a �- �� - �- �0 �- �- ��I ►.. ?Q��•,4 �, ( )� "IC�.0 ° ° , ? n � C) (lC�. r FLATSTOCK STEEL � i �AD,IMW �M /Mligljr T ii III i , � III iii i � � � o ,/I_ __ �' .�,.� I—III ° —III— PLATE WELD TO w illW,_IeW _ _ i I_ _ _ _ �I tMIagli_ 1 I 1-1 I 1-1 I 1 _ 11= —111— -111.-111=1 I I—III—III GALVANIZED 1 �..�wia r o _�� 1�... . � 111—I I-111—I —_ ° ° 11I I _ I=1 I TUBULAR STEEL _ _ _ \ , -111-111-111 III 1= ° —111-I 1- POST �� 4" CONCRETE, > �� ►'�gti�� _��•, �� J��i� LIGHT BROOM FINISH, 1 I-11 I-111 \ ° ° ° ° - I 1=1 I 1-iii POND COMMUNITY o co �,�M �O � • I—' . �_ i- 71FW SEE LAYOUT PLAN co I - ° —1 1 1, — D �0 �0 EXISTING GRADE FOR SCORING I I—_ ° 11— INTERPRETIVE PANEL POST �� g B, �m.= �� , \ ° _ AM M E N I T I E S �. SEE DETAIL 2 SHEET L3.01 —I I I1 4"x 4"x 59" GALVANIZED pirre_w__AllAi_gtv.4•.____7211110L �- S`,� �� .II, I . __I TO REMAIN —1 1 1 .QoUoUoU� — N — _ — - _i J �_.. ��!/I► ��\I��II��/■I 1=1 1 1— 6OoDODODor = 6" DEPTH, 3/4" MINUSTUBULAR STEEL POST WITHCONSTRUCTION o .��. -� �1`��`�jt��,�I/�� COMPACTED OR -1 6oO�O)0o�O0 —111 COMPACTED CRUSHED ROCK 30 DEGREE ANGLED TOP! .te � �� Anil � � A _J��\\� Giie.� .�1� � :��.�i (\�; I-1 1 1 _ �� I 11' O � .��!!�� v;;. �I .� �� ,� �' it er 11li.iv1,i■vwl�� y ,.N,_,�� UNDISTURBED I I ��IST III=111= TOWARD PLAZA. - - - - - - - - - - - - - - - - - - -=III - - II, SUBGRADE II 1 III IIIIII DETAILS al III III III III II III III III III III III III III III III III III III III IIIIII III III III — I III CU 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111111I 11-111-11 I I i -Il— fa -1 I I—III—III—III—III—III—I 11-111-111-1 -1 I 1-1 I I—III—III—III—III—III—III—III—III—III—III—III—III_ 12'' PROJECT NO.: 395-103 -111=111=1 1 I=1 11=1 11=1 11=11 11 I III—I 11=111-111-111-111-111-111-111— TYPE: CONSTRUCTION ro —1 I l =111=1 11111-1 i 1 —111-111-111-111-111—T UNDISTURBED OR 0 I I 11—„11 1' 1 1 1 1 1 1—I-111-11 1 1 1 1 i1 1 1=1 1 I- COMPACTED SUBGRADE. � REVIEWED BY: KMK 2' x 3' INTERPRETATIVE PANEL 0 0 Os GABION BASKET 4 SCALE. N.T.S L3.02 M O Os SCALE: N.T.S L3.02 L3 ■ 02z P.O.DRAWER 330-DUNKIRK,MD 20154 USA VICTOR STANLEY,Y, INC.® TOLL FREE: (800)368-2573(USA&CANADA) �of � - 1EL(301)855-8300-FAX(410)257-1519 WEB SIZE: HT1P://WWW.VICTORSTANLEY.COM *ALL DIMENSIONS ARE IN INCHES' STORMWATER FACILITY BLENDED SOIL S.SIL HINGE 1HIS PRODUCT IS COVERED BY ONE OR MORE OF DIE FOLLOWING FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: U.S.PATENS D523,263 5; 0526,805 S; D563,689 5; • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS - 25° CANADIA 110953; 110954; 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION.1M O EC REG.DES.N0.000503291-0001 • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, INCLUDING COMPOST, SHALL BE .._ _ ; ID 7/e a CONDUCTED IN CONFORMANCE WITH ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, OR ASTM D6913. THE ANALYSIS SHALL INCLUDE THE FOLLOWING SIEVE SIZES: 1 INCH, 3/8 INCH, #4, #10, #20, #40, #60, #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. SIEVE SIZE PERCENT PASSING 1110 '14'x 3/4• S:L PAR � o ►, �.o®° 6 2°X4" �� "' • (NOMINAL)SUITS N 1 INCH 100 Ali _ # 4 75 -100 SEAT # 40 15 ! PIECES WELcw BIGHT � EBLOOSE AND EASILY BROKEN INTO SMA 22-3/8 \� • IT SHALL BE WELL MIXED AND HOMOGENOUS. 1!' • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. r SCI-1 44 STL PIPE 3/E'`50 SW BIR \� • IT SHALL HAVE NO VISIBLE FREE WATER. (4 1/2'D.D.) ) 1 e 36- f ' COMPOST 10 7/8-0 1/4'z 1-1/2'$OLID , THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING STEEL BRACING ,\ COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTINGCOUNCIL.ORG FOR A LIST OF LOCAL �� PROVIDERS. ' ' r.,....z...„..; THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED I/4,h3k 1/4•k 2•TAB �' 13-3/4° MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL STL PLATE I Fr3R DACE 1/2'X 3'SSiL BTI, ' 1COMPOSTED FREE OF VIABLE WEED SEEDS AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE Wf 5/8 D1111GEE 91R.HD CAP SCREYf 11/ '/ GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL Fillilill111111) [LOCK$Y One] WASHER AND COTTER PN '` �i ' PMEET THE ROVIDED BYOLTHHEIVENDOIRERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET PACIFIC COMMUNITY DESIGN p1 �dA lERS '`S CLEARANCE FOR 3/8° I • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. 12564 SW Main Street Tigard, OR � ' ANCHOR BOLTS I - u u - I • THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8.5 MAX. 97223 5'UG% 3/18'W. ` • MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY 51L T086 c• - Ai WEIGHT. [T] 503-941-9484 FOR `SLEEVE 5"OD X 3116'W. '�� INTEGRAL WELDED CROSS-MEMBERS • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). TUBE "- OF 1-1/8°TUBULAR STEEL • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. $ FORSLAVE 35 p b • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. 42' 42' L. 11-3/4°CENTER-TO-CENTER STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. 1ST SUBMITTAL: 01/14/2022 CENTER-TO-CENTER DISTANCES ARE APPROXIMATE • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. _ TRACE METALS TEST RESULT = "PASS." e (VARIATIONS IN CASTINGS ARISE FROM DIFFERENT RATES OF COCUNG) AVAILABLE OP1l01S: CONSTRUCTION REVISIONS POWDER COATING INTERMEDIATE k CENTER ARURE$TS STORMWATER FACILITY BLENDED SOIL: 4 • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, NO. DATE DESCRIPTION �� 10 STANDARD COLORS,2 OPTIONAL METALLIC COLORS,CUSTOM COLORS(INCLUDING 1HE RAL RANGE) 4',6',&8'AVAILABLE WITH OPTIONAL ARMRESTS NCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. SLAT TYPES LENGTH$ • WET AND WINTER CONDITIONS HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE ATIMPIMParS7WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS ��:�_� I ra��a� - RECYCLED PLASTIC SLATS(NOT 2nd SITE SYSTEMS;) STANDARD 4' REPRESENTATIVE. COLORS: GRAY,MAPLE,CHERRY,AND WALNUT STANDARD 6'LENGTH SHOWN • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH SEE FRAMERS MODERN SERIES FOR ALTERNAl1VE SLAT OP110NS LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY 0 gip 40 lip ii STANDARD 8' COMPACT THE MATERIAL. 18•'C -- 18 -- • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS NOTES: •DETAIL OF BOLLARD WITH SLEEVE DETAIL OF CAP WITH SLEEVE 1. DRAWINGS NOT TO SCALE.DO NOT SCALE DRAWINGS. POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. • EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION 2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASIED,ETCHED,PHOSPHAl11ED,PREHEATED,AND ELECTROSTATICALLY MEASURES ARE FUNCTIONAL. NOTES POWDER-COATED WITH T.G.I.C.POLYESTER POWDER COATINGS.PRODUCTS ARE FULLY CLEANED AND PRE1REATED,PREHEATED AND • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR COATED WHILE HOT TO FILL CREVICES AND BUILD COATING FILM.COATED PARTS ARE THEN FULLY CURED TO COATING MANUFACTURER'$ EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD 1.) S1LMEMBERS COATED W/ ZINC RICH EPDXY THEK SPECIFICATIONS.THE THICKNESS CF 1HE RESULTING FINISH AVERAGES 8-10 MILS(200-250 MICRONS). MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. FINISHED Wi POLYESTER POWDER COATING. 3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNIX_BENCH IS IN PLACE.THIS VICTOR STANLEY,INC.PRODUCT MUST BE 2.) LOCKING DEVICE PROVIDED BY OTHER. NOTE: PERMANENTLY AFFIXED TO 1HE GROUND.CONSULT YOUR LOCAL CODES FCR REGULATIONS BLENDED SOIL COLOR: BLACK 4. ANCHOR BOLTS NOT PROVIDED BY VICTOR STANLEY,INC. LIDA �� 5. FOR HIGH SALT ABUSIVE CLIMATES,HOT DIP GALVANIZING BEFORE POWDER COATING IS AVAILABLE.SEE WRITTEN SPECIFICATIONS FOR DETAILS. SPECIFICATION F O R 6. ALL SPECIFICATIONS ARE SUBJECT TO CHANCE.CONTACT MANUFACTURER FOR DETAILS. VEGETATED LIDA FACILITIES H A\ D 3 0 0'< CleanWater Services 1. THIS PRODUCT IS SHIPPED PARTLY UNASSEMBLED. 06 1 E DRAWING NO. 798 •• DATE DRAWN : t0/27105 REV. DRAWING SHE€T -324 DATE BY: ARM U HUMBER 400-36/S-1 SL , of 2 BOLLARD GATE REV. : al/10/47 Du Mar, Inc. REV. Br : Ess GREENSITES SERIES TV STANDARD BENCH ICH DUCTILE IRON END FRAMES 126 Low Impact Development Approaches Handbookcleanw \,22f,Services SHOWN: STANDARD 6-FOOT LENGTH COPYRIGHT 2011 VICTOR STANLEY,INC. 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SEED AND PLANT PER L3.03 UNDISTURBED SUBGRADE \ SECURE FABRIC TO WIRE FRAME LANDSCAPE PLANS NOTES: USING SPIRAL BINDERS AT 12" _ INTERVALS. CRIMP OVER THE LINE MEMBER NOMINAL DIA MATERIAL 1.ALL FITTINGS,FASTENERS,Ft FABRIC TIES SHALL BE HOT DIP GALV. P H A S E 2 Ni Cil- 2.CONC SHALL BE MIN 2500 PSI 28 DAYS. SCALE. N.T.S L3.03 AND CROSSWIRE ON THE SIDE FACES. BRACE RAIL 1.660 GALV TUBULAR STL N GATE FRAME 2.00 GALV TUBULAR STL 3.PROVIDE BRACE RAIL BETWEEN END POSTS AND LINE POSTS.LENGTHS AS r-i UNE POSTS 2.375 GALV TUBULAR STL REQ'D. END & CORNER POST 2.875 GALV TUBULAR STL 4.PROVIDE GATE STOPS AND DROP RECEIVERS SET IN CONCRETE,EACH GATE. ��(�s( S TER� coCHAIN UNK FABRIC 9 GA. W/GREEN OR BLACK V 1 PVC COATING. 5.PROVIDE EXTENSION ARMS ON LINE,END AND CORNER POSTS&GATE POSTS d Mo GATE OPENING NOMINAL DIA MATERIAL AS REQ'D. `1 3 ft) (IN) ,-,i ( GALV 6.PROVIDE SIGHT OBSCURING SLATS WITH ALL WASTEWATER PUMP STATIONS. J GATE POST 12' OR 15' 4 TUBULAR STL • - 4'o 5 ' • 7.CENTER BRACE RAIL NOT REQUIRED WITH FENCE HEIGHT OF 5'OR LESS. Lu W8.ALL POSTS AND RAILS TO MATCH FENCE COLOR. N r Kristina M.Koltavary TWISTED AND BARBED SELVAGE a END, GATE OR CORNER POST BRACE POSTS OREGON UNE POST BRACE POST PULL POST (P 11/08/�02(� a * II o TOP RAIL j ;�� i SLEEVES .1111,'.; TOP RAIL $1;,3 'OE vi • . _ . Please Clean Up © II CHAIN UNK FABRIC III • :: Q •• FABRIC BAND 18 e, ; .1 ::: • � TRETCHER BAR •y ❖ I- 4" DEPTH ACCESSIBLE .. W r_.:1s� After Your Pet L3 01 WOOD CHIP ii ' • , i l, 3" MIN. DEPTH �I TRUSS ROD $''' TENSION I�I TRUSS ROD ACCESSIBLE WOOD CHIP � `` T ; � WIRE ` ME._ POND COMMUNITY o FINISHED GRADE 1 i TWISTED AND 1 s 1i b 11 .% TRAIL PLACED OVER 4" 1 , BARBED 1 , ,.,- , 1 , , os MINUS SELVAGE % : % � `. % AMMENITIES s _ COMPACTED%4" MINUS TOP LAYER. COVER CONSTRUCTION o �' .� d �U �/ EMERGENCY OVERFLOW ROCK TO CREATE A TOP HINGE 12' OR 15' (AS SPECIFIED) -111-111-111-111-111-111-111-111=00 7v (180* sWING� r ________________ 1. Oir v SMOOTH SURFACE AT TRAIL CROSSING ONLY r,---------------- r--- --�•• o !� -1 I I-III-III-III-III-III-III=1 I I=1 < ....,' :❖ N., - �� 1=III=III=III=III=III=III=III=1 1=1 1= TO �w �-� OOO� i? • .l : �O��DO:�O:00000:�0:�:1% ��• o . C _...<21.7.5 , - EXISTING EMERGENCY OVERFLOW ROCK p• Op••..p.p.pp•••:.•.•O. �O.O�:!.O❖.•.O•.O❖.�:0. DETAILS -III-III-III-I =1 I I-III-III-III-III=�w w C 00 �••4.. �� O�Ji�:,- ii �1 w FILTER I,�� I�.�� SEE CIVIL DRAWINGS : . : :pp:•�•••:: -4-STRETCH �'��'°�'�'�� `° L FABRIC 111-111-111-111- -1 l 1-1 l 1-1 l 1-1 l 1-111- ' ::: ° 40,4(4$1.,.. __-_- - W I=1 11=1 11=1 11=1 11= -I 11=1 11=1 11=1 11=1 1= 11=1 I -L- 11=1 I =1 I =1 i C eanWaber Services I •:35,....-333- 3:o R B`� •'o.,..:o�:o: �� o o PET WASTE STATION SIGN AND POST .111. 111, 111, 1I I I1, 111= -111=111=111=111=111111111111-111111111-1 1. REMOVE ALL ORGANIC :'8 ❖'•o$$$$$$moo'.'`'o.� •i4$$•o�•o�o•':4- I oQ NOTE. 1 111-111-1 I I-III-III-III=1 i 1=1 i 1=1 11=1 11= •.-0000000000000.: •a":•Oi•0000000000.: II :•: a-- o e�:rr� � p7��,. .p PROJECT N O.: 395-1 03 MANUFACTURER: PET WASTE ELIMINATOR PET WASTE BAGS AND EXISTING MATERIAL AND TOPSOIL TO , ' -o DRAWING NO. 792 �i�iv�:0T ww-ai's'i's's'i'i'io'i"'i;w-. :,'v/'O'�NNN/�/'O'O'O'�/'�/'�/'P�N�'S i;s., , TYPE: CONSTRUCTION c POST MODEL: STEEL SIGN POST 8' HT. SUBGRADE DEPTH PRIOR �:;..�., } i,. ro DISPENSER TO BE PROVIDED SUBGRADE it �, 1 „..,. 12•ROUND SECTION ,} COLOR: GREEN TO PLACING WOOD CHIPS. BOTTOM HINGE 4' N. BY CITY OF TIGARD. "'''', eo REVIEWED BY: KMK CD SIGN MODEL: PLEASE CLEAN UP AFTER YOUR PET 7. �,, WOOD CHIP PATH OVER EMERGENCY (,8 SWING) ,2" ROUND SECTION ,ar o 7 12" ROUND SECTION PET WASTE STATION r5 OVERFLOW CHANNEL rE. CHAINLINK FENCE os 7� M O SCALE: N.T.S L3.03 SCALE: N.T.S L3.03 SCALE N.T.S L3.O3 L3 ■ 03._ _ _ GABION BASKET BEYOND / 4'-6" 8" 3" '<____/(--)V(71pv, Jo\___/ _ .._./ �Of-\K. 1/4" WEIR BASE PLATE WELD ALL }/, ��\( )\- --)41/1 , ----- 1\---/ O^9 .( �, - CONNECTIONS a / 1 JL ° � c� -1 1/4" X 6" SST WEIR ANCHOR FLANGE EDGE OF SST WEIR � • - WITH A 1/2" RETURN i� WITH TWO ROWS 5/8" DIA. HOLES AT 18" IRRIGATION SYSTEM NOT SHOWN DRIP EDGE 14" 0 �0 A , O.C., ROWS 3"APART. SECURE WITH FOR CLARITY �' 3/8" DIA. SST EXPANSION ANCHOR, MIN. ADHERE WEIR PLATE TO TOP— q74.(74. ° 3" EMBED. OF GABION BASKET AND -''' C7, O ( a CONCRETE © SOIL MIX/ CLEAN SOIL -AS SPECIFIED ROCKS WITH MARINE EPDXY D �0 4 WALL L3.03 OR NEOPRENE HIGH -e\C _' /----\.9. ).O�\p I C- PERFORMANCE CONTACT / PROVIDE HIGH DENSITY JUTE MAT ADHESIVE SECTION A-A' (COCONUT FIBER OR GEOJUTE METAL WEIR SEE SECTION A-A AND PLUS) WITHIN TREATMENT AREA 4 MIDWEST GABION FLe1111 DETAIL 2 SHEET L3.05 FOR ADDITIONAL L3.02 WELDED MESH 12' LENGTH INFORMATION PACIFIC COMMUNITY DESIGN 40 ML PVC OR HPDM LINER- FACE © COMPOST MULCH 12564 SW Main Street Tigard, OR 7" 3'-O" / 8" CONCRETE END WALL INTERIOR GABION WALL AND FLOOR L3.03 -AS SPECIFIED 97223 1 [T] 503-941-9484 1ST SUBMITTAL: 01/14/2022 236.0 - gawp �, aVA O Da �• I/o �� O Da �• ro vow NT.O = Alat. ig„ W4Qc7 a �� REVISIONS W W. �•0 ' C Q • q7 • q7 •• �� • • (7 OK NO. DATE DESCRIPTION O 00 • D0 o0 • 0 00 • 0 007- 0 f7 • 00 • Io• � .(,WO0o� �• Do0 <7 Do � < rDAPI. ('� 0 �• �• o l� �� O 00 <70-vo (:-0 ••-?ilk \441\Tia 00 <7 a• q7 • 44I ,�� '. �• A_ w. , -- a �� 0 'moi 0 I 1 i\-14010 IA1,4, -0 !1 u1 • � a • _. ys' � !!� - Q11►,��ji ►, � ,�� l �� '� r/! ��1 �,;�., �_� ,1��? ��i��Trhivl� `� �; ��► �►► � � �� C \, � 7 11_, ( . 11, i *1 11, ,; 111x, tt ��,r ►�- r ��-.. , ,Iui �, 4Ifrkilotir \4\ili� .. �� tl 1 •�� ;. `.� �� ►� �i�''``�• �, ,1r,,,� •• � III �; � I � ,►��, `�►� � � � 1� � r��:� i/. \,Ivir....41,70: 111\wiff- 1�ot � ,♦ . 1 Il/l% II I Iln. i , I i., III /'�� . ►i IIT 'i� .,r \ 11��234.0 • it `` i � � 1 � r � / 1 �lllll � � \ � � !. �� - �o�.._ _�� A - ) 1i WQ STORM ELEVATION ` �; �� Z ��►� �.��J' l� - -ice �.�� c ��III _ � �.T.. �a 11 =�1� _ . ° Y ROCK OUTFALL RIP-RAP AREA 1O�0 C MIN SLOPE 0.5% PROVIDE CLASS 50 RIP-RAP WITH A f n•. • !IO0 1 ' ' A0 9. °a I° ° 11 11 ullitirl 0 .`. .,o_.. .. 44 ' x - N- °--'‘Cr lr,Arl EV 4firr '5111Wir Av r rmitmr , Am -__4k_/ A h..-__ _ Az-tr___ AWArAL. _ AA, OWN" ,�� 1 I I 111 1.2';— ; °' . g'`= III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II III I I I-111-111-1 ,( -7' I = � I=III=III-- III-111-111 111-111-11171111711H11111-111_- 1- - a I' a Ila,a '= III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I -III-III-III-III-III= _1 I I. 111111111: 7111111 III;III- 1-111-11i - I _ ° 4 41-4-LL--%--4 I I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III-III-III-III I I a I I- IIIII 1I #4 BAR TOP MIDDLE, @ -I I - a °° 11 I-I I II III I II III I II 111 I IMI I IMI I II III I IMI I II 111 I IMI I II III I II I II I II I II I II III I II III I II III I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I I 11-111-111-111-111-1 I I II I IIIIIIIII IIIII IIIII I IIIII I III_ BOTTOM OF WALL I=III ,6P.1 .1772.,-w:,.-1711 I I ,`I I- I— 1 _ — - -I I I �� III- II START SOLID PIPE 6 MIN. FROM CONCRETE END WALL 8" -I I II I IIIII IIII I- ' II * 0 Q� II—' SLEEVE 2 X LINE SIZE, GROUT SEAL 1 -1 —#4 BAR "L" 24 INCHES O.C. 1 I I=III 4" PERFORATED PIPE WITH DRAIN 11—, III- 4" PVC SOLID PIPE —1 1I SWALE WALL WITH METAL WEIR 1 ROCK AND GEOTEXTILE FABRIC 1-I1iI„_ SEE CIVIL DRAWINGS R•weA,SEE CIVIL DRAWINGS (3)#4 BAR CONTINUOUS. -III FOR DRAIN DAYLIGHT 3" CLR. CENTER VERT. IN SCALE. N.TS L3.04 ievtace, FOOTING. IRRIGATION SYSTEM NOT SHOWN 4" COMPACTED MINUS FOR CLARITY SLEEVE 2 X LINE SIZE, GROUT SEAL CRUSHED ROCK SPREADER© SOIL MIX/ CLEAN SOIL -AS SPECIFIED SEE NCSOHEETE 1E01L OOW R LOCATION. TaylorMorrison L3.03 DEPTH VARIES PROVIDE HIGH DENSITY JUTE MAT T (COCONUT FIBER OR GEOJUTE SOUTH RIVE R PLUS) WITHIN TREATMENT AREA MIDWEST GABION WELDED © COMPOST MULCH PLANTED AREA VARIES 4 MESH 12' LENGTH L3 03 AS SPECIFIED SEE PLANTING PLAN TERRACE E L3.02 3'-O" 3'-O" K / WQ FLOW WIDTH = 15.00' 0.7/ PHASE 2 N o i t t t LINER TO EXTEND ABOVE THE m Jj1 1 1 / _j 1 1 t C WQ-STORM EXPOSED ELEVATIONFABRIC �I S T Ek COVER FABRIC WITH A 236.00' TOP OF WALL \ G \ G \ \ INNWAI E_�—_M„r 'al,, 4� .jj v ' M � p � � p � p � �„ ��1 r � I� , MIN. 6" OF ROCK 513 • 0 / alleallaiM� MPAN , - WQ-STORM ELEVATION l SMORMI:/I jdESE 1 N GS�Crl.NM/14i �s -• / W` ISKSIMPEPEE, t"I Kristina M.Koltavary T �� r �� fir. IM L fir: 1 �CCr�'�-1�M �_ _��"AR- % OREGON Ai v ..lailaIMMEAMIIMIlit AMMIffra-k -..miAtilr4/......--!k-A71°\ -��VVll�l/��__ �_ Ilifir � ��uuur — BVI 1 �� za E Ag ,, MpriMEREPrillegrA OF / 1 / 1 / 1 / 1 I 1 —rins.....E.Erpr il!. ._,FAVI 1 IMEMINMPROBIARL,J rillEIMMEEMEAMMu)Lua POR■NNEM a■ir REINEEVEREM.M '_ MIAMEMIPME11_K POND COMMUNITY � IPAI I M NBLEM dPi; w AMENDED TOP SOIL MENIMI LRECLIJ M � �I \� �► � �' o MIX, SEEDED AND PLANTED �� '� AP-MIIMSEN� ,1 �� PER LANDSCAPE PLANS -1 _ �1l--�� I ��,��[�� / A M M E N I T I E S N 232.00' BOTTOM OF POND ,.,,.. �� 1` ��tr Q� �- — — — _ _ r— — — — — — — — — — ,��Li�i'��T�_��'� � �1\" ,�.- - I I III III 1 11 I 11 11Tr �Tr T I 11 I III 1 I 11T I I--TFI 11 I 111 11 I 111 Hi—III—HI 11 I 1111 I I III I I I 111 111 I I I III III III I I 1 1 I—i�I I I II CONSTRUCTION III—III—III—III—III— II—III—III—III III—III—III—III—III—III—III—III—III—III—III—III—III—IIIIII—I I I=1—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I I I I—III—III—III—III—III—I I I—I I II 1I— 11 I—III—III—III—III—III—III—III— I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I LI I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III III III—III—III—III—III—III—III—III-1 I DETAILS E; —4I-III-III-III-III-III-III-I -III111-1 I IIII-III-III-III-III-III-III-III-III-III-III-III-I I �I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III111-1 I I I I-I I I-I III-I —I111-111-111-111-111-111-111-1117 UNDISTURBED OR ii , III III I III-I 11- I 1 — 1 I I I COMPACTED SUBGRADE. 7111=111111=111=111=111=1 I I I S I I I-III-III-III-III-III-III- I-III-III-III-III-III-III-III-III-III- I-I I I=III-I I I-I I II- -III-III 1-III- 1_III-III-III-III-III-III-III= I 1 I -IIIIIIIII11 NOTES: -1117111-111-111—I II-I I I-1 ,;1I I I-I I H I I-I I I-I I I-I I I-I I H I I-I I I- -I I II I IIIII;I 1 I -I 11, I I I I-III-III-III-III PROJECT NO.: 395103 11- 1 I;IIII 11- ' 1. SWALE LENGTH TO BE 145 FT -I I I-III-III-11 I- III=III,;IIII-III-III-III-III-I 11- 11=111111-_ - -III—III—III-11 I_ 2. SWALE SLOPE TO BE 0.5% -1 I I—I 11—' III—III—III—III-1 1 I III—I i 1 TYPE: CONSTRUCTION 40 MIL PVC OR HPDM LINER- FACE 3. REFER TO STRUCTURAL PLANS FOR WATER LINER TO BE CONTINUOUS. o QUALITY SWALE RETAINING STRUCTURE INTERIOR GABION WALL AND FLOOR. CUT BASKET REMOVING A STRIP OF REVIEWED BY: KMK c DESIGN AS NECESSARY, OVERLAP 6" MIN. ADHERE BASKET BOTTOM, PLACE LINER. OVERLAP WITH BODIED ADHESIVE PER g 4" PERFORATED PIPE WITH DRAIN SWALE WALL SECTION MANUFACTURER'S INSTRUCTIONS. o ROCK AND GEOTEXTILE FABRICQ09 �; SEE CIVIL DRAWINGS SCALE N.T.S O _M _ L 3 . 0 4d Z CONCRETE WALLS SEE LAYOUT PLAN FOR LOCATION. PLYWOOD FORMED SURFACE. SEE CIVIL DRAWINGS FOR FOR ELEVATIONS. BASIN BOX TW 238.00 CONCRETE BASIN BOX RIP-RAP IS TO BE LAID FLUSH TO THE SLOPE TOP TO DRAIN SWALE BANK AND PIPE. PROVIDE SWIRL FINISHy 5,_0„ PROVIDE CLASS 50 RIP RAP WITH A 3" EXISTING PVC PIPE, CAST DEPTH. / WALL AROUND EXISTING 8" PIPE. INSTALL 2 RUBBER BASIN BOX TW 238.00 GASKETS. CUT END FLUSH WITH WALL AND GROUT. \ , 0 . BASIN BOX FLOOR 234.33 I L. L. • I 4111 Os. I llll�llll- FACE WALL TOP 236.00 K l� - Friel) GABION WALL TOP 236.00 / I ` I-IIIIII � K 1=I I1 1 I I=111 _ 8" L 1 ° K I •y �, - PACIFIC COMMUNITY DESIGN TOP OF FACE WALL BLOCK k K I i ; / K I _ _ III-I 12564 SW Main Street Tigard, OR OUT 235.2 K K. I 6 -11H 11-I I I-1 11-1 11= 97223 PLANTED AREA VARIESI K - I-III-III-III-III-III-III-III-I SEE PLANTING PLAN i/ K; K K II-III-III-III-III-III-III-III-III= [T] 503-941-9484 L. I -111-111-111-111-111-111-111-111-I _ K! L L III-III-III-III-III-III-III-III-III= 1ST SUBMITTAL: 01/14/2022 K L -III-III-III-III-III-III-III-III-I 4 GABION BASKET BEYOND % C (101. I K / K L3.02 <7 p �. A K L K - 1 K I11-111-111-111-111-111-111-III-III- REVISIONS (--) i - III-III-III III-I I _ _ _ _ _ LLII-I I-III-III-III_ NO. DATE DESCRIPTION Qow I L 1 K K I I-I I I-I I I-111-111-111-111-1 o�,� 1� � aI _ ; , I K � K • 11-111-111-111-111-111-111-111-111: © COMPOST MULCH - _ K I 1 i GROUT a -111-111-111-111-111-111-111-111-1 .03 -AS SPECIFIED i I K a I11-111-111-111-111-111-111-111-111- L3 - ° - -1IHII-IIHII-III-III-111-111-1 4 a ° a III III III III III III III III III- IRRIGATION SYSTEM NOT SHOWN - a . as • II -H11-111-111-111-111-11H I H I H FOR CLARITY 111-111-111-111-111-111-111-111-111; a ° Ank AMENDED TOP SOIL MIX, i a A a I I-111-111-111-111-111-_1 L3.03 AIIIIII 111-111-111-111-111-III- SEEDED AND PLANTED PER ° ° ° a SOIL - SPECIFIED APE PLANS / CLEAN -III-III-III-III-III-III-III-III-III-III-III-III-111 1-I I I I I-III-III-III-III-III-1 VAARIESDEPTH a -111-111-111-111-111-111-111-111-111-111-111-111-111-1 -111=-111-111-111-111-111-111= PROVIDE HIGH DENSITY JUTE MAT a -111-111-111-111-111-111-111-111-111-111-111-111-1 III-1IIII-111-111-111-111-111-1 l _ 1 1 1-111-111-111-111-111- -I 11-111-111-111-111-111-111-111-111-111-111-111-111 I I-111 (COCONUT FIBER OR GEOJUTE I 1 1 1-111-111-111-111-111-1 RIP-RAP IS TO BE LAID FLUSH TO THE PLUS) WITHIN TREATMENT AREA i -111-111-111-111-111-111-111-111-111-111-111-111-1 -111-11 SWALE BANK AND PIPE. 1111 A -111-111-111-111-111-111-111-111-111-111-11 I-III-III 11-III- 111-111-111-111-111-111 PROVIDE CLASS 50 RIP-RAP WITH A 3" -111-111-111-1 11-1 11-1 11-1 11-1 11-1 11-111-111-111 I I-III-11111-111-111-111-111-111-I IIPMNI DEPTH. ° -111-111-111-111-111-111-111-111-111-111-111-111- -111-111111 111 111 111 111 111= -- _ 1-111-111-111-111-111-111-111-111-111-111-111-111 11-111-11111-111-111-111-111-111-1 � �1111 III - _ 4" PERFORATED PIPE WITH DRAIN 11-1 III-III--III -I I =III-III-III-III-III-III-III-III-III-III-III-III -111-111- 111-111-111-111-111-111= •P OF PIPE 236.50 III ROCK AND GEOTEXTILE FABRIC - III-III-III-III=1- III III III III 111 III 1 1 1 1 1 11-111-111-111-111-111-1 SEE CIVIL DRAWINGS -I III-III-III-III-III-III-I I -III-III-III-III-III-III BOT .M.o OF X TW 38.00 35.0 s0.' I-111-111-111-111-111-111= 11-1 I I-III-III-III-III-I I-III-III-III-III-III-III-I I _111_ 1-111-111-111-111-111-111-III SEE STRUCTURAL DRAWINGS 1_11 -111-111-111-111-111-111-111-11 PROVIDED BY VISTA STRUCTURAL FOR = `LP ,� R:EIHIP �, 40 ML PVC OR HPDM LINER- FACE ' BASIN BOX TW 238.00 ieltitaCe°. INTERIOR GABION WALL AND FLOOR, 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111- WALL REINFORCEMENT SCHEDULE SECURE FABRIC TO WIRE FRAME USING -III-III-III-III-III-III-III-1 I •O.r A i I FACE ALL BLOCK OUT SPIRAL BINDERS AT 12" INTERVALS. = I I-I I I-I I I-I I I-111-111-111-11 1- O4 # FACE WALLTW236.00 TaylorMorrison® CRIMP OVER THE LINE AND CROSSWIRE .` 4 ON THE SIDE FACES. - INLET- STILLING BASIN SECTION 1 � K EXISTING PVC PIPE, CASTV .40', L S 1/ FINISHED GRADE WALL AROUND EXISTING '.i 234.7 SOUTH RIVER SCALE: N.TS L3.O 5 -.1 •,•PIPE. CUT END FLUSH - �.� •Iii!. 0 WITH WALL AND GRO K I �'� .-� •f�y�. TW F c • 4i 4 MIDWEST GABION WELDED BASIN BOX TW 238.00 K I 4 •) � i-! �� GABION 236.0 TERRACE MESH 12' LENGTH Ys L3.02 / �- •• EE TW '1TA' �'�� '� GABION 236.00 i L %,,40100040407- - \`••4 - •- N •b"-iy-� Ank BASIN BOX FLOOR 234.33 \---• ,, PHA E N oiov. �i%e 4 !•-• -, _ • o . L3.05 "I • Xi /<" '4"'"X--: co 'ems .---- CONCRETE BASIN BOX i � �i��••• Li-, �!� � ; \ FLOOR 234.33 I K `*'144;".#10-0% , it .cy 513 4:ni, Co �•�� '� ii FINISHED GRADE � !' •:: • o • IL •-• 234.00 N TW LOWER GABION BASKET ' ,o� j; 233.5 _ E Kristina OREGONary U BASIN BOX TW 238.00 w I `0\ -- .�;'- di-, 11/08/02 ti� N At' I CONCRETE RETAINING WALL eA-70-tj` `�P �Z METAL WEIR SEE SECTION A-A& I SEE LAYOUT PLAN FORTt 40:40•-,V--01. E A -�i �•t. ' i .• DETAIL 1 SHEET L3.04 FOR _ Eo \ LOCATION. PLYWOOD � ��._i-. w ITW 236.00 WALLFACE -•10,-,-;..7.110.." d N 00 40 ML PVC OR HPDM LINER- FACE FORMED SURFACE. A: :� . ,` ADDITIONAL INFORMATION '-•' z SEE CIVIL DRAWINGS FOR ":"4-44-04-,--� INTERIOR GABION WALL AND FLOOR •-! . ! h �� ti �� " POND COMMUNITY WEIR 234.00 FOR ELEVATIONS. tt -•� • e- `. 7 �\ 4 MIDWEST GABION WELDED TW •�� /�� *� N ;ow; L3.02 MESH 12' LENGTH GABION 236.00 ' T • " I ��' •' '�' 40 ML PVC OR HPDM LINER- FACE AM M E N I T I E S D/M4 SOIL MIX/ CLEAN SOIL -AS SPECIFIED © "'VW*.I•,,`:- ,� ��•4 L3.03 '17t#1002`-#.t_ o M _:::494 •�'}� ' INTERIOR GABION WALL AND FLOOR 0 - -�� I CONCRETE END WALL d CONSTRUCTION • 0 •% ' '` ' �' "nost"' DETAILS POND BOTTOM 232.0 !•--! a I, I L3.04 �;:� •. -��1:� �i • :� • © SOIL MIX/ CLEAN SOIL AS SPECIFIED =,� �' r M 4- 0 .• �•*- I�{ .!! "' �•'��•: • /:'•#0•! 4� L3.03 DEPTH VARIES Q �!• - � �! =' PROJECT NO.: 395-103 U TW TYPE: CONSTRUCTION ro o GABION 236.00 INLET- STILLING BASIN- PLAN REVIEWED BY: KMK OnU OUTFALL WITH METAL WEIR-PLAN L SCALE: N-T-S L3.05 os SCALE. N.T.S L3.O5 U; _osM O L3 • O5 _d Z 21-0" / / / 8" / BASIN BOX TW 238.00 BASIN BOX TW 238.00 / 8" BASIN BOX TW 238.00 -, T TOP OF PIPE 236.5 FACE WALL TOP 236 0 3'-6" 14' 3'-6" N - FACE WALL TOP 236.00 IGABION WALL TOP 236 0 TOP OF FACE WALL BLOCK _ +\___ v K BOTTOM OF PIPE 235.0 OUT 235.2 0 U '� I or( o GABION WALL TOP 236.00 K % � �` Q� I L ip � U �® Q9 K I FACE WALL BLOCK OUT 235.2 �)74111 � v PACIFIC COMMUNITY DESIGN 1 I:Lel) Q �ISO Q® K / K I L K K O I I Q0Or---\ K I A K K I i I 4/ �� Q 12564 SW Main Street Tigard, IOR ® I / K K I / SOIL 234.7 K I ' ii. I0 /� 97223 O i Q L K K i L r-- \ K74,,, „ [T] 503-941-9484 Q f L K BASIN BO FLOOR 234.33 I KK Q — 1 )141\L &C*- K — L L K 1 L L � N- u) 7-VQ4. / 1 K I K I i / i L - K K / I K / i 1 �\� W-�, 1ST SUBMITTAL: 01/14/2022 ( 1 / (52>c-- � Q K I K L L I K OF O <740/ Q4. - 0C ,2:0\/0 �� K L L K K IK/ IC- L I K L K L I K / DQ-/ �I REVISIONS lK/ 1 K ' BOTTOM OF BASIN BOX 233.33 I K / K I 1 L K ' ®O Q� _ "gill _ _ �_ �• /_� �� NO. DATE DESCRIPTION 1 K r-\---C-7'.--- � I / 1 K L - / K K �I OP y Ql L �� / Q-L ; K L K I K / I K ; KIL L I K / 7\--/ i 7___Thilli K 410( <7•'-/ K K I LI /KK I j I L K / KQ 1 0 .L L/ Q� C 1 1 LL/,---n �O Q® /I Q- L KL Q 0 ( '`-,-- )411 � / K K L K I K / L / K K K —I I K I L ��Q ill--"A 1/A01\,, ��Q K / K 1 I� L / L K \KQ �/ �� Q� f BOTTOM OF FACE WALL FINISHED GRADE I I i/ L K K )c7,' ----1\K<741. gm .-- LA,,I GABION GABION 3'-0" 15' 3'-0" / / / / INLET— STILLING BASIN— ELEVATION (----1 --- SCALE: N.T.S 1 .06 0 0 6 BENCH 1 L3.01 Re.cvex t\ Q CHAINLINK / PLANTED AREA VARIES / 4111 L3.03 FENCE 0 /CONCRETE o TaylorMorrison® OVERLOOK L3.01 (<�I`� tf C ,_. i q BLOCK ► Q - . - I 1111-111-111-1119 iiiiiriIiI I� �I�'Ii �I I I��,I i, iI I I' L3.°' WALL ' SOUTH RIVER 1‘ v Ati POND SIDE SLOPE Jr.! 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I I_ _ ;OCC)4( 0< =111-111-111-111-111-111- 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I�� . ,I '_ —„i'I I I'�i ( I_ = —III = > > �1,I I I I�I I I I I1 1III I III-II IIISI Ji i iii i i�� lll lll,,,lll ll1L� � . — ll III !j�1, �_ _ _ � I- 1111 ,_,_,_ - -�l PHASE 2 ' „-; ,411 _-1_1111_ 111111111 _71141111�� '�111111111111 11111111IIk f ��.� 1 11 lll 111= , -� � �� '••! -'s.; 1I-I I II I-III I 1=III=III-III-III -III-III-III 1 •._.•.�• IM 1 11=111=111=11 I I II11- I l�� D _ _ _ _ _ •�•�•��=1 I I=1 I I=1 I I=1 —III— 11= a.\av �`'��! i , - ' i i 11=111=111=ll1rH 11” ll1i l I Pll1J I-II 1 1 11J11 ll1 th �u. ,�.. =1 11=111-111=111=1 '� A ii �>�MVf`; 1=±1101151iIIar±lli� f=lif f �I��u� 1 I i Dull l 1 I II I 1 I I I i-111= 111-111-111-111— 111 1 I I-111 1 I I I I ll Ill-1ll-1LI-111 III-1ll 11l ll I I I I 11 1 1 1-111 111 111 �� ll11111 H G�STE 111 `10 , , , ;: is �'�� X11 ��11111111 1 _ _ _ _ _ 111 111 111 111 111 GEOTEXTILE FABRIC �� IIIII-III-III-III-IIIIIIIII-III-III-III=IIIIII II- 111 1LIII-III 1 AS SPECIFIED 513 o , -\. . :. 1, _ '�� 111"I I71g10-111111----7111==-111111:711111--1 I I-1 11 1111 I I-111-111 11 I-1 I I-11 I-111N I I-1 11 -1 Ill 111 lll Ill-111-ll1-ll1-11 ll11ll 111= L 0ilr -1 1 1-1 1 1-1 1 1-1 1 1-1 1 1—I I Ifl111-111nII- IIIIIIIII- I-III-III111I IlIll iiillli��111��111��111��111 1I��III„,IIhiIIl111111iii111iii111iiillliii111iii111iii111iii111iii111iii1-rn, ;*�•�*�� 11-111-111-111-111—III-1 k�•,I/01 • w ll1Ll_1J1 Ill_II1= 111 -1II-1II-1II-1II-1II- - -�11E11-111-111E11le �:::::mil! -�I�I�_,�1_I„ ��II ► � � -III—III—III—III—III—III—I ,�- - I ; �iv9Do•o c' —H1-111-111-111-111-111-111: � I I—III—I 1 I—I 1 I—I 1 I—I 1 I—I 11- r Kristina M.Koltavary,� .,3 11111= 1 ; ,.• I I 1—I 1 I—I 1 I—I 1 I—I 1 I—I 1 I—I 11= OR1EGON oON 2 �w 111-111-111-111-111-111-111—. �c SEE CIVIL PLANS FOR 111-111-111-111-111-111-111- �pE Age WALL LOCATIONS, - I I—I 11-111-111-111-111-1 I I—I OVERLOOK SECTION 2 DETAILS & ELEVATIONS , !0o0o�o•�0�1-111-111-111-111-111-111-111= �. .�� 4-111-111-111-111-111-111-111-1 SCALE NT.S L ■0 4 I ! % I III III III III III III 1I1- r r r r 1 I i -1111111111111111111111 POND COMMUNITY II-111-111-111-111-111-111-111- Mei`' ! 1 111-111-111-111-111-111-111-1 A M M E N I T I E S 111111\--eiralc T .:)11' —1 1 I—I 1 I—I 1 I—I 1 I—I 1 I—I 1 I—I 1 I—I 1 1140V0•.41;t0dgt.I 11—I 1 I—III—III—III—III—III—I 11- CONSTRUCTION I o o-1 I I—II I—III—III—III—III—III—III iri7>cidee.40c0c'?>.�_ �_OfHHHHHH< III III III II I IDETAILS —I -� 1I�III�i��=1 11 1 11 1 1-111111111111111- CL i1=��Algae�� 1�1 1�1 1-111-111-111-111-1I PROJECT NO.: 395-103 3 TYPE: CONSTRUCTION J or- REVIEWEDon BLOCK WALL / SPLIT RAIL FENCE BY: KMK 3 CONNECTION 0 0 SSCALE: N.T.S L33■O6 M_ O L 3 • 0 6 alZ IRRIGATION SYSTEMS 2.5 THREAD SEALANT 2.10 CONTROLLERS A. ALL PVC THREADS WILL BE SEALED WITH A TEFLON SEALANT. A. DUE TO THE INSTALLATION OF CENTRAL CONTROL COMPONENTS, ALL CONTROLLERS WILL BE HUNTER IMMS RIVER TERRACE - CITY OF TIGARD B. ON MAIN LINE THREADS (UNDER CONTINUOUS PRESSURE) RECTORSEAL T+2 OR APPROVED EQUAL FOR PVC. CENTRAL CONTROL SYSTEM TO INCLUDE, ACC2 CONTROLLER IN STAINLESS STEEL PEDESTAL, WITH ACC2, CELLULAR MODULE; A2C-75D-SS+ PED-SS. THE CONTROLLER WILL HAVE A SWITCHED POWER DISCONNECT IN THE ENCLOSURE. PART 1 GENERAL C. ON LATERAL LINES (AT HEADS) ALL THREADS WILL BE SEALED WITH THREE WRAPS OF TEFLON TAPE, MEETING REQUIREMENTS OF THE UNITS WILL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 1.1 SUMMARY MIL-T-27730A. B. GROUNDING: 5/8" DIA. X 8' LONG COPPER OR COPPER CLAD RODS WILL BE INSTALLED. TOP TO BE 8" BELOW FINISH A. IRRIGATION SYSTEM TO BE INSTALLED BY A LICENSED AND BONDED IRRIGATION OR LANDSCAPE CONTRACTING FIRM. D. ONLY TEFLON TAPE WILL BE USED AT PLASTIC VALVES AND HEADS PER MANUFACTURER'S SPECIFICATIONS. GRADE. INSTALL A HIGHLINE (ARMOR) OR RAIN BIRD 10" ROUND BOX AROUND GROUND ROD FOR LATER ACCESS. B. THE FIRM HAS BEEN OREGON LANDSCAPE CONTRACTOR ASSOCIATION (OLCA) CERTIFIED WITH A CERTIFIED LANDSCAPE TECHNICIAN IN INSTALL A#10 BARE COPPER WIRE, ATTACHED WITH BRASS CLAMP TO ROD, IS THEN ATTACHED TO THE EARTH 2.6 BACKFLOW PREVENTOR GROUND WIRE TO CONTROLLER GROUND BUSS BAR. THE CONTRACTOR WILL HAVE THE HUNTER DISTRIBUTOR IRRIGATION INSTALLATION AND HAS AT LEAST FOUR YEARS' EXPERIENCE IN IRRIGATION SYSTEM INSTALLATION. VERIFY THE GROUND ROD WITH THE MEGGER RESISTANCE TEST AND SHOW 5 OHMS OR LESS. A. CONBRACO SERIES 40-100 TOP ENTRY DOUBLE-CHECK VALVE ASSEMBLY ARE SPECIFIED ON ALL IRRIGATION PROJECTS UNLESS THE WATER C. THE IRRIGATION SYSTEM SHALL BE A COMPLETE AND OPERABLE LANDSCAPE IRRIGATION SYSTEM, CONSTRUCTED TO GRADES, AND PURVEYOR REQUIRES A HIGHER LEVEL OF PROTECTION. C. IF A SUITABLE BUILDING IS AVAILABLE, A WALL MOUNT UNIT IS ALLOWED, WITH AN NEMA 3R RATING. THE UNIT COMPLY IN ALL RESPECTS WITH THESE SPECIFICATIONS AND THE SITE LANDSCAPE PLAN. WILL BE INSTALLED IN A WALL MOUNT STRONG BOX ENCLOSURE. IF THE SITE HAS NO BUILDINGS, THAN A PEDESTAL B. INSTALL PVC OR BRASS UNIONS OR CAST IRON FLANGES ON BOTH SIDES OF THE DEVICE TO MATCH PIPE SIZE. D. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. IF THE STATIC WATER PRESSURE IS NOT WITHIN FIVE (5) PSI ENCLOSURE WILL BE INSTALLED, WITH AN NEMA 3R RATING. THE CONTROLLER WILL BE INSTALLED IN SPECIFIED OF THE DESIGN SPECIFIED PRESSURE THE IRRIGATION CONTRACTOR WILL COMMUNICATE THIS READING TO THE GENERAL CONTRACTOR, C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS AND ALLOW INSPECTION BY THE WATER PURVEYOR AND THE STRONG BOX ENCLOSURE. INSTALLATION OF CONCRETE PAD SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. THE IRRIGATION DESIGNER AND CITY OF TIGARD. PLUMBING INSPECTOR. ENCLOSURE WILL BE MANUFACTURED BY V.I.T. PRODUCTS, INC. 2063 WINERIDGE PLACE ESCONDIDO, CA 92029-1931 E. IRRIGATION CONTRACTOR TO INSTALL CONTROLLER AS PER MANUFACTURER'S INSTRUCTIONS AND AS NOTED ON DRAWINGS. ELECTRICAL D. THE CONTRACTOR WILL, AT THEIR COST, HAVE THE INITIAL BACKFLOW ASSEMBLY TEST REPORT PERFORMED BY A STATE CERTIFIED TESTER D. ELECTRICAL CONDUIT, SCH 40 PVC, NEMA TC-2, WILL BE INSTALLED INTO WALL MOUNT OR PEDESTAL MOUNT POWER (120V) FROM AN APPROVED SOURCE TO THE CONTROLLER LOCATION(S) SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. IMMEDIATELY AFTER INSTALLATION. COPIES OF THE TEST REPORT WILL THEN BE IMMEDIATELY SUBMITTED TO THE CITY OF TIGARD ENCLOSURES. MAINTENANCE DEPARTMENT AND TO THE CITY OF TIGARD'S BACKFLOW PROGRAM. F. SLEEVING - INSTALL SLEEVING PRIOR TO PAVING. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. 2.11 ELECTRICAL E. IF THE DEVICE FAILS ITS INITIAL TEST,THE CONTRACTOR WILL HAVE THE DEVICE REPAIRED AND RETESTED AT THE CONTRACTOR'S EXPENSE. G. ALL WORK SPECIFIED AND DETAILED WILL CONFORM TO THE "UNIFORM PLUMBING CODE" AND THE "NATIONAL ELECTRIC CODE" AS A. ALL WIRING SHALL FOLLOW THE "NATIONAL ELECTRIC CODE" AS MODIFIED BY THE STATE OF OREGON UNLESS MORE MODIFIED BY THE STATE OF OREGON UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. F. VALVE BOX SIZES FOR DOUBLE-CHECK VALVE ASSEMBLIES: STRINGENT REQUIREMENTS ARE SPECIFIED. 1. 3/4" & 1" HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS TO MEET GRADE. 1:!...00,411) B. ALL PRIMARY POWER CONNECTIONS AND DISCONNECTS SHALL BE PERFORMED BY A STATE-CERTIFIED ELECTRICIAN H. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY ELECTRICAL AND PLUMBING PERMITS AND INCLUDES THOSE 2. 1.25", 1.5" & 2"- BROOKS, OR EQUAL, GREEN PLASTIC 1730VB-18. A 1730 E8 EXTENSION WILL BE USED IF NEEDED TO SET TO GRADE. PACIFIC COMMUNITY DESIGN COSTS INTO THE PRICE BID. AT THE CONTRACTORS EXPENSE AND INSPECTED BY THE PROPER JURISDICTIONAL AUTHORITY. 3. 2.5" OR 3"- UTILITY VAULT#664L WITH COVER#64-3660 (HINGED AND SPRING ASSISTED DOUBLE DIAMOND PLATE). 12564 SW Main Street Tigard, OR C. ALL AUTOMATIC REMOTE CONTROL VALVES, INCLUDING MASTER VALVES, SHALL BE WIRED WITH SINGLE STRAND 97223 1.1 SYSTEM DESCRIPTION G. DEPTH OF DEVICES: ON 3/4" TO 2" SIZES THE DEPTH OF THE DEVICES WILL BE 24". THE FINAL DETERMINATION WILL BE WITH THE CITY OF COPPER, UL APPROVED FOR DIRECT BURIAL, AWG (UL) TYPE UF, 600 V, SIZED PER MANUFACTURER'S [T] 503-941-9484 TIGARD AND/OR THE JURISDICTIONAL AUTHORITY. RECOMMENDATIONS -14 GAUGE MINIMUM. A. ELECTRIC SOLENOID CONTROLLED UNDERGROUND IRRIGATION SYSTEM. 2.7 VALVES D. ALL VALVE WIRE CONNECTIONS SHALL BE 3M DBY/ DBR. B. SOURCE POWER: 120 VOLT, SINGLE PHASE. 1ST SUBMITTAL: 01/14/2022 A. ISOLATION VALVES: E. ALL VALVE WIRES SHALL BE COLORED, WITH THE COMMON WIRE BEING WHITE. C. CENTRAL CONTROL: HUNTER IMMS 1. 2" AND SMALLER WILL BE HEAVY DUTY BRASS GATE VALVES. 125-PSI MIN. WITH STANDARD SEAT, THREADED PORTS AND A CROSS F. INSTALL A SEPARATE COMMON FOR EACH CONTROLLER. REVISIONS 1.2 WORK DETAILED HANDLE ON THE STEM. 2. 3" AND LARGER VALVES WILL BE 125 PSI MIN. CAST IRON, FLANGED AND HAVE SQUARE TOP NUT ON THE STEM. G. IN EVERY WIRE RUN, A SPARE WIRE (BLACK) WILL BE INSTALLED UP INTO EACH VALVE BOX ALONG THAT RUN. NO. DATE DESCRIPTION A. FURNISH LABOR, EQUIPMENT, AND MATERIAL FOR A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM INSTALLATION. B. VALVE BOXES: H. AT EACH VALVE, A THREE (3) FOOT LENGTH OF WIRE SHALL BE PROVIDED NEATLY COILED. B. CONTRACTOR SHALL CONFIRM THE STATIC WATER PRESSURE AS PER DESIGN. 1. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 12" STANDARD BOX WITH EXTENSIONS IS TO BE INSTALLED ON 3" AND SMALLER C. PROTECT EXISTING EQUIPMENT, BUILDINGS, UTILITIES, SIDEWALKS, TREES, MONUMENTS, MARKERS, ADJACENT PROPERTY, AND WORK BY VALVES. I. COAN TROL VALVE CURL BEFORE 1 " MIN. SHALL BE INSTALLED AORT THE BEND OF THE WIRE RUN, AT EACH REMOTE CONTROL AND A SWEEP INTO CONDUIT FOR CONTROLLER. OTHERS. 2. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL,JUMBO BOX WITH EXTENSIONS IS TO BE INSTALLED ON 4 AND LARGER VALVES. J. ALL 6 PAIR PE-89 CONNECTIONS FOR THE FLOW SENSOR WILL BE MADE WITH A RANGER SERVISEAL CLOSURE. D. REPAIR ANY EXISTING ITEMS, NOT PART OF ANY DEMOLITION DETAIL, DAMAGED DURING CONSTRUCTION TO THE APPROVAL AND AT NO C. MANUAL DRAINS WILL BE INSTALLED ON THE LOW POINTS OF THE MAINLINE WITH TWO (2) CUBIC FEET OF 3/4" DRAIN ROCK. CHAMPION 1. PE-89 CABLE WILL HAVE NO SPLICES IN THE FIELD. CONNECTIONS WILL BE ONLY AT THE CONTROLLER(S) AND AT COST TO THE CITY OF TIGARD. 3/4" BRASS ANGLE VALVE WITH RISING SWIVEL (200R5-075) WILL BE USED. A 3/4" X 4" PVC NIPPLE WILL BE INSTALLED INTO THE DRAIN THE FLOW SENSOR. E. SITE RESTORATION WILL BE COMPLETED BY THE CONTRACTOR WITH MULCHING OR SEEDING OF TRENCHES WITH A CERTIFIED BLUE TAG ROCK FROM THE BOTTOM OF THE VALVE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10 ROUND BOX WILL BE USED OVER THIS ALLIANCE PERENNIAL RYEGRASS BLEND OR CURRENT TURF GRASS BLEND REQUIRED BY CITY OF TIGARD. VALVE. K. IF A WALL MOUNT ENCLOSURE IS USED, A BUNDLE OF 18 AWG UL MULTI-STRAND IRRIGATION WIRE MAY BE USED FROM A TERMINAL STRIP INSTALLED IN THE ENCLOSURE TO A "HOME RUN" BOX AT THE BASE OF THE WALL. THE BOX 1.3 CENTRAL CONTROL D. AUTOMATIC CONTROL VALVES WILL BE HUNTER ICV VALVES WITH FILTER SENTRY. A ACCU SYNC ADJUSTABLE PRESSURE REGULATOR WILL SHALL BE A HIGHLINE (ARMOR) OR RAIN BIRD OR APPROVED EQUAL STANDARD VALVE BOX. BE INSTALLED WHERE PRESSURE REGULATION IS REQUIRED. INSTALL WITH A HEAVY DUTY BRASS GATE VALVE. A HIGHLINE (ARMOR) OR A. DUE TO THE CITY OF TIGARD'S GOAL OF WATER CONSERVATION, ALL IRRIGATION SYSTEMS WILL HAVE HUNTER IMMS CENTRAL CONTROL RAIN BIRD 12" STANDARD BOX OR APPROVED EQUAL WILL BE INSTALLED ON 1" AUTOMATIC VALVES. A HIGHLINE (ARMOR) OR RAIN BIRD L. THE WIRE RUN SHALL BE INSTALLED ALONG THE SIDE OF THE MAINLINE AT THE BOTTOM OF THE TRENCH, WITH A COMPONENTS INSTALLED. THESE COMPONENTS WILL NOT ONLY INCLUDE FLOW SENSOR, MASTER VALVE, GROUNDING AND SURGE JUMBO BOX OR APPROVED EQUAL WILL BE INSTALLED ON 11/2", 2" AND 3" AUTOMATIC VALVES. GAP OF SIX (6) INCHES BETWEEN PIPE AND WIRE. THE WIRE BUNDLE SHALL BE TAPED TOGETHER AT TEN (10) FOOT EQUIPMENT, ACC CONTROLLER FOR HUNTER'S IMMS CENTRAL CONTROL SYSTEM. SPACES. E. QUICK COUPLER VALVES WILL BE HUNTER HQ3 OR 5, INSTALLED IN A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, 10" ROUND BOX WITH 1.4 EXISTING UTILITIES ONE (1) CUBIC FOOT OF 3/4" DRAIN ROCK. QUICK COUPLERS WILL BE INSTALLED WITH PVC SWING JOINT FITTINGS AND NIPPLES OF THE M. ALL VALVE FIELD WIRE SPLICES MADE WILL BE INSTALLED IN VALVE BOXES, WITH NO SPLICES BETWEEN VALVE BOXES A. THE CONTRACTOR WILL, AT THEIR EXPENSE, HAVE ALL EXISTING UTILITIES LOCATED AT JOB SITES. CALL UTILITIES NOTIFICATION CENTER. SAME SIZE AS THE THREADING OF THE QUICK COUPLER. QUICK COUPLERS WILL BE SECURED TO A 1" OR 112" ALUMINUM ANGLE IRON 30" AND VALVE BOXES AND CONTROLLERS. LONG WITH #32 OR#36 STAINLESS STEEL CLAMPS. 2.12 CONCRETE THRUST BLOCKS B. THE CONTRACTOR WILL PROTECT ANY UTILITIES THAT REMAIN IN PLACE. ANY LOCATED UTILITIES DAMAGED DURING CONSTRUCTION WILL BE REPAIRED AT THE COST OF THE CONTRACTOR. F. FLOW SENSOR WILL BE A HUNTER MODEL FCT PVC SIZED AS NEEDED AND APPROVED. SENSOR SIZE IS DETERMINED BY MINIMUM FLOWS A. INSTALL CONCRETE THRUST BLOCKS WHERE THE MAINLINE CHANGES DIRECTION AT ELLS AND TEES AND WHERE THE AND SHOULD BE DETERMINED BY FLOW SENSOR SIZING CHART. A HIGHLINE (ARMOR) OR RAIN BIRD 12" STANDARD VALVE BOX WILL BE IRRIGATION MAIN ENDS. C. IF UTILITIES NOT LOCATED ARE DAMAGED DURING CONSTRUCTION,THE CONTRACTOR WILL COOPERATE WITH UTILITY COMPANY DURING INSTALLED ON FLOW SENSOR. iii THE UTILITY COMPANY REPAIRS. B. INSTALL THRUST BLOCKS ON ALL MAINLINE 2 1/2" AND LARGER. POUR THRUST BLOCKS AGAINST PIPE AND FIRM G. MASTER VALVE FOR FOUR (4) INCH AND LARGER MAINLINE SHALL BE A 24V AC CLASS 125 FLANGED, WITH SPEED CONTROL ALLOWING FOR UNDISTURBED SOIL WITH AT LEAST ONE CUBIC FOOT OF CONCRETE. 1.5 EXTRA MATERIAL MAINLINE SHUTOFF AND WATER USE RECORDING. INSTALL PVC UNIONS WITH CLOSE NIPPLES ON BOTH SIDES OF VALVES, MATCHING A. THE CONTRACTOR WILL PROVIDE THE CITY OF TIGARD (AT NO EXTRA COST) WITH TWO CONTROLLER KEYS, TWO QUICK COUPLER KEYS VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD VALVE BOX WILL BE INSTALLED OVER MASTER VALVE. C. THRUST BLOCKS MUST CURE FOR FIVE (5) DAYS BEFORE MAINLINE PRESSURE TEST. WITH HOSE SWIVELS, TWO ADJUSTMENT/ REMOVAL TOOLS FOR EACH DIFFERENT TYPE OF SPRINKLER HEAD AND TWO GATE VALVE KEYS. H. MASTER VALVE SHALL BE A RAIN BIRD, 24V AC INSTALLED FOR A NORMALLY CLOSED MASTER VALVE. INSTALL PVC UNIONS WITH CLOSE PART 3 EXECUTION • �n� NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD, OR EQUAL, STANDARD BOX WILL BE UIVv TeVtaCe PART 2 PRODUCTS INSTALLED OVER RAIN BIRD MASTER VALVES. 3.1 CLEANUP 2.1 GENERAL I. WHEN A NORMALLY OPEN MASTER VALVE IS REQUIRED, A BERMAD 410 24V AC VALVE SHALL BE USED. INSTALL PVC UNIONS WITH CLOSE A. REMOVE ALL DEBRIS, BOXES, WRAPPINGS, EXCESS MATERIAL AND EQUIPMENT BEFORE FINAL WALK THROUGH AND NIPPLES ON BOTH SIDES OF VALVES, MATCHING VALVE SIZE. A HIGHLINE (ARMOR) OR RAIN BIRD JUMBO BOX WILL BE INSTALLED OVER LEAVE AREA IN A CLEAN AND NEAT CONDITION AS GOOD OR BETTER THAN BEFORE CONSTRUCTION. TaylorMorri SO� A. ALL PRODUCTS WILL BE NEW AND OF TYPES AND MODELS AS SPECIFIED HEREIN. LARGER MASTER VALVES. son® B. ALL PRODUCTS WILL BE OBTAINED FROM IN STATE, LOCAL SUPPLIERS. B. THE CONTRACTOR WILL COMPLETE SITE RESTORATION, INCLUDING REESTABLISHMENT OF TRENCHES AND ALL T J. PRESSURE REGULATOR (AS NEEDED) SHALL BE WILKENS, WATTS, OR CONBRACO TOP ENTRY WITH DOUBLE UNIONS, AS APPROVED. DISTURBED AREAS, WITH A BLUE TAG ALLIANCE PERENNIAL RYEGRASS BLEND. IF THE SEASON OF THE YEAR DOES °' 2.2 PIPE NOT PERMIT VIABLE SEED ESTABLISHMENT, THEN RESTORATION WILL BE COMPLETED WITH SOD AS APPROVED. L 2.8 VALVE BOXES C. CLEAN UP AND RESTORATION WILL BE DONE AT CONTRACTOR'S EXPENSE. SOUTH RIVER A. PLASTIC PIPE FOR MAIN LINE 4 AND SMALLER WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING THE u SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1785. MAINLINE 6" AND A. ALL VALVES, WIRE SPLICES AND GROUND RODS WILL HAVE VALVE BOXES WITH COVERS INSTALLED OVER THEM. LARGER WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF THE NATIONAL B. ALL VALVE BOXES WILL BE FROM: aSANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. 1. HIGHLINE PRODUCTS, 131 HARTWELL AVE., LEXINGTON, MA 02421 USA OR GENERAL NOTES: IRRIGATION PLAN TERRACE N B. DEPTH OF MAINLINES WILL BE 18" MIN. TO 24" MAX. (TOP OF PIPE). C. RAIN BIRD, OR EQUAL, CORPORATION 970 WEST SIERRA MADRE AVE. AZUSA, CA 91702. THE VALVES WILL HAVE COMPLETE ACCESS FOR o C. PLASTIC PIPE FOR LATERAL LINES WILL BE PVC (POLYVINYL CHLORIDE) CLASS 200, SDR 21, BELL END, CONTINUOUSLY BEARING THE SEAL OF MAINTENANCE. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE M THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM D -1784, D-2241. D. THE BOTTOM OF THE BOX WILL BE BELOW THE BOTTOM OF THE VALVE TO PREVENT SOIL FROM COVERING VALVE BODY. PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE PHASE 2 co D. DEPTH OF LATERAL LINES WILL BE 12" MIN. TO 18" MAX. LATERAL LINES SHOULD BE INSTALLED TO CONFORM TO THE DEPTH OF THE HEAD E. WOOD, BRICK OR BLOCK CRIBBING WILL NOT BE ALLOWED. SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE BEING INSTALLED. SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. F. ALL VALVE BOXES WILL HAVE A BASE OF 3/4" DRAIN ROCK. EACH SIZE OF BOX WILL HAVE A CORRESPONDING AMOUNT OF ROCK. I S TE E. IN ALL PIPE INSTALLATIONS, THE MANUFACTURE'S PRINTED SEAL WILL BE VISIBLE. 10" ROUND BOX: ONE (1) CUBIC FOOT CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE �� d Lu F. IN ALL CASES, INSTALLATION OF TWO OR MORE PIPES IN THE SAME TRENCH IS NOT PERMITTED. 12" STANDARD BOX: TWO (2) CUBIC FEET OF IRRIGATION CONTROLLER. 513 In G. PLASTIC PIPE FOR SLEEVES UNDER PAVED AREAS, WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 40, BELL END, CONTINUOUSLY BEARING JUMBO BOX: THREE (3) CUBIC FEET ��" �� BROOKS 1730: FOUR (4) CUBIC FEET C- Kristina M.Koltavary THE SEAL OF THE NATIONAL SANITATION FOUNDATION AND COMPLYING WITH THE REQUIREMENTS OF ASTM, D -1785. SLEEVES WILL BE A CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE Y IMINIMUM OF 4" IN DIAMETER OR TWICE THE DIAMETER OF THE MAINLINE OR LATERAL LINE, WHICHEVER IS LARGER AND EXTEND A G. PROTECT ROCK FROM CONTAMINATION WITH FILTER FABRIC. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS OREGON WC' C.) MINIMUM OF 24" BEYOND EDGE OF PAVEMENT OR GRAVEL SHOULDER. NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE J, 11/08/02 ti� H. INSTALL BOX WITH A 2" SPACE OVER THE PIPE. C o H. PLASTIC NIPPLES WILL BE PVC (POLYVINYL CHLORIDE) SCHEDULE 80, N.S.F. APPROVED PIPE, TBE AND TOE, COMPLYING WITH THE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS `SPE AR REQUIREMENTS OF ASTM D-1785. I. ALL BOXES IN TURF AREAS WILL BE INSTALLED FLUSH TO GRADE, AND USE EXTENSIONS IF NEEDED. MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE cc cc I. METAL PIPE WILL BE COPPER TUBE TYPE K. J. ALL BOXES IN SHRUB AREAS WILL BE INSTALLED 2" ABOVE GRADE AND USE EXTENSIONS IF NEEDED, TO ACCOMMODATE THE APPLICATION MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS. o OF BARK MULCH. o J. METAL NIPPLES WILL BE BRASS. K. NOTE: NO GALVANIZED PIPE WILL BE ALLOWED UNDERGROUND. 2.9 SPRINKLER HEADS POND COMMUNITY o A. ALL SPRINKLER HEADS WILL BE AS MANUFACTURED BY HUNTER AS INDICATED ON DRAWINGS. SEE SCHEDULE ON DRAWINGS FOR PROPER 0. L. SWING JOINTS WILL BE LASCO OR HUNTER HIS SWING JOINT OR SJ SWING JOINT FOR SMALLER HEADS 1 1/2", 1" & 3/". NOZZLE SIZES. WHERE THERE ISA 1% GRADE SLOPE OR GREATER ALL HEADS WILL HAVE A SEAL-A MATIC (SAM) CHECK DEVICE INSTALLED AMENITIES M 2.3 FITTINGS TO PREVENT LOW HEAD DRAINAGE. LOCATE HEADS NO CLOSER THAN THREE INCHES (3") FROM ANY ADJACENT WALK, DRIVE OR ROAD (PAVED OR GRAVEL). o A. PLASTIC FITTINGS WILL BE SOLVENT WELD PVC (POLYVINYL CHLORIDE) SCHEDULE 40, TYPE 1, I.P.S., N.S.F. APPROVED MEETING B. LARGE PARK AREAS WILL USE HUNTER 120 OR 1-25 ROTORS WITH STAINLESS STEEL RISER, USING THE FEWEST HEADS POSSIBLE WITH THE NOTE : IRRIGATION o REQUIREMENTS OF ASTM D- 2466. HIGHEST DISTRIBUTION OF UNIFORMITY POSSIBLE. B. METAL FITTINGS WILL BE 125 PSI BRONZE. THE CONTRACTOR IS TO PROVIDE A WORKING DRAWING SUBMITTAL SPECIFICATIONS C. ALL HUNTER ROTOR HEADS WILL HAVE SWING JOINTS OF THE SAME THREAD SIZE INSTALLED. SCH 40 LASCO OR HUNTER PRE-ASSEMBLED FOR REVIEW AND APPROVAL TO THE CITY OF TIGARD BEFORE CU C. NOTE: NO GALVANIZED FITTINGS WILL BE ALLOWED UNDERGROUND. SWING JOINTS WILL BE USED. THE ANGLE OF THESE SWING JOINTS WILL BE 15 TO 30 DEGREES ABOVE HORIZONTAL, NOT STRAIGHT UP. NO L MARLEX ELBOWS WILL BE ALLOWED. THE SWING JOINTS SHALL BE LEAK RESISTANT, HAND TIGHT WITH FREEDOM OF MOVEMENT AT BEGINNING ANY CONSTRUCTION. THE IRRIGATION SYSTEM INDICATED Q 2.4 CEMENT AND PRIMER RISERS TO HEADS. IS TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN PROJECT NO.: 395-103 A. PVC SOLVENT CEMENT WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON 711 OR APPROVED CEMENT EQUAL MEETING N.S.F. WITH D. SMALL TURF AND SHRUB BED AREAS WILL USE HUNTER PRO SPRAY PRS 40 SERIES BODIES WITH HUNTER MP ROTATOR NOZZLES. 6 INCH CRITERIA AS SPECIFIED HERE-IN. THE IRRIGATION SHOP DRAWING IS TYPE: CONSTRUCTION ro CD APPROVAL FOR TYPE I AND II PVC THROUGH 6 INCH AND MEETING REQUIREMENTS OF ASTM D- 2564. POP-UP HEADS WILL BE INSTALLED IN TURF AREAS AND GROUND COVER (MATURING TO 6" HIGH MAXIMUM). 12 INCH POP-UP HEADS WILL TO BE DRAWN TO SCALE, ON WHICH COMPONENTS ARE SHOWN AND N. REVIEWED BY: KMK On B. PVC SOLVENT PRIMER WILL BE USED ON ALL SOLVENT WELD FITTINGS. WELD-ON P-70 OR APPROVED PRIMER EQUAL MEETING THE BE INSTALLED IN SHRUB BEDS. COORDINATED WITH EACH OTHER. SHOW SCHEMATIC CIRCUIT REQUIREMENTS OF ASTM F 656, WITH PURPLE COLOR. E. ALL HUNTER PRO SPRAY BODIES WILL BE INSTALLED WITH MARLEX ELBOWS, HUNTER FLEX SG 100 TUBING, AND LASCO BLUE TWISTER DIAGRAMS, OR OTHER DRAWINGS AS NECESSARY OR REQUESTED FOR SPIRAL BARB ELBOWS. ALL TUBING LENGTH SHALL NOT EXCEED 12-INCHES. PIPE SHALL BE FLEXIBLE BLACK TUBING OF LOW-DENSITY THE CITY REVIEW AND APPROVAL. os POLYETHYLENE MATERIAL. 0 F. ALL HEADS IN SHRUB BEDS WILL BE INSTALLED 2" ABOVE GRADE TO ACCOMMODATE THE APPLICATION OF BARK MULCH. 0.M Ff G. ALL HEADS IN TURF AREAS WILL BE INSTALLED TO GRADE PER MANUFACTURE'S SPECIFICATIONS. L3 . 07 z P......---flig) LEGEND EXISTING 1 FOOT CONTOURS PACIFIC COMMUNITY DESIGN EXISTING 5 FOOT CONTOURS 12564 SW Main Street Tigard, OR 163 PROPOSED 1 FOOT CONTOURS 97223 165 PROPOSED 5 FOOT CONTOURS [T] 503-941-9484 1ST SUBMITTAL: 05/19/2021 TC = TOP OF CURB REVISIONS TS = TOP OF STAIR NO. DATE DESCRIPTION I \ \ \\ \ \\ �\ - - - - - _ BS = BOTTOM OF STAIR L\ \\ \()% \ K \\ • \\ W PERT ROADC. c c AD = AREA DRAIN \ \\ \\ �\ \ \ \ \\ \ ,, \ , - \ _ _ TW = TOP OF WALL / A2 \; \2�850 �2S) 2S2, \2,5 254\ _ BW = BOTTOM OF WALL L XXX.XX = PROPOSED GRADE 2, • '''.* \\ \ \ 1W1MilgifMNariff 261.17 FG 261.11 TS (XXX.XX) = EXISTING GRADE \ \ 260.53 BS - e 1 / / "1"- �,� = � �-- '��+ �1'+iiiiiiiiiiiiiMingi INIMEN,...._,,_ t �89B r� 2.x.47 TS I \ ..... \ \ \ ��259.83 TS / MIME \ \ 258.49 BS � MENNEN \ 259.19 TS iiiiIii�I 234.5 TW - \ \ \ 58.55 TS \\ 7\7 BS ' 257.91 TS /010.41 257.33 BS . k 25 27 7 TS11 IFFNI 26 \ 241.5 TW w 242. 0 FG / 242 50 \ ' f \ { • 241.5 TW 240.7 FG �` iv ./ r \ � \ le4.0., \\ \\ \ �� o�=,.`\ \ \ 239.5 FG I' 242160 FG is - , \\ , 236.0 TW •\ \\\ \ ��` \ \� \ / l� ®232.0 FG \ VP: I ' ' s.'.,-'Y, S‘ X - 41110.,.....- - - I lib. Qcvexievtace, it I \\ � ��-'- _ _ - - \\ ' \\ ,� \\ �`� ii0e .0 1241.5 TW 1� � Tii , 241.5 FG^�:::;11.::-,:iiiiii: �fflaitgatAl 233.5 TW ' / � ,Vi' 1'S 232.0 FG \ \ 236.0 TW �' �� \ 1 \ \ \� . I::H .' \ .\ -� 232.0 FG \\ , �� \ \ \ \\ T Al „ \\ rk 14iv \ v,,, N • 116 `��;, . ,' -�\\ I TERRACE gkook � \�� \ V �� ( \ \ I. N �� a - / . ®241.5 TW PHASE 2 N / 1- - \ � �� '� 2A \ 240.0 FG \ o \ I � _ , \ 0 /� \ \ \�� I \\ 241.5 TW IN �, OIVI� O y$/ EMERGENCY SPILLWAY \\ `� \ \ /�►� ��; Rs,\ \\ I ®241,0 FG \ \ PROFF se ELEV = 241.0 \ `� \ ; r.;�� 1�� \ \, '� \ \� I N IL to [ \\)- - . \ ��,L:� �:`�I ��G FFA �, LJJ �� 3� t kitW_' 61 234.5 TW, �� ® 242 \ \\ \ 234.5 FG \ - \ �Aii � In 0 // \241) K \ \ � \ \ 7 � \ \ �� '� \ . . ,, ORE7G �. TOP OF BERM / < / \ CP 0_ y \ _ ELEV = 242.0 �/ �: // _ -�. / \\ �tiC 9 Z �1�0 Z O f / I �� SC HWPF� E � � �' / � 25 .0 TW-' e cc \ 233.5 TW ®25 .3 FG "� I EXPIRES: JUNE 30, 2020 o l/1 \ ®232.0 FG / 1 o /1 / • `' 255.80 / o � u I \ 256.0 TW W/F I Z 1,1� .26 k „,- 1 254.0 FG 255.60SW '_ Imon - -- _�� POND COMMUNITY rn / \\ a 111,11��_ 1 / 01 � a N - ‘wiF8G0 sw"F� ' / W _ l L11.11A1 3 A M M E N I T I E S N /� 256.0TW ,II ® I i/ / 0 1:55 I , _! 255.60 SW �� GRADING ›- in f �� •, _ -- -255.40 SW_ _ neigeriagEMESIEWINEURE y .. y� . �� j----- iy �% PLAN .a�.. iiiiiiiiile - ,- si� 255.50 SW M MM / wit Q / I \ I /� / / // l/\ / __ -- mina -' PROJECT NO.. 395-103 / 1 1I v/1 / / ( ` - - __SW PER c I 1 11 1 V \ \ i TYPE: CONSTRUCTION J N. 1 r 1 I I I I i I I� '\ \\ \ \\ \ \ // Itiallip NN V4<%1 REVIEWED BY: KCS 1 I I1 � 1 ��IIIII \ \ \ \ \ . I I I� I I \\\\ \ \\ \\\�\ \ \ ,_�/ I 1 I 11111 \\ \ \\ \ \\ _ _ -- - I I I I I I.I I \\ \\ _ \ I SCALE 20 0 10 20 C 1 0 POND COMMUNITY AMENITIES - GRADING PLAN 0 1 INCH = 20 FEET