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Home My WebLink AboutRiverside at Scholls Meadow RIVERSIDE AT SCHOLLS MEADOW R-I Riverside Homes PLANNED DEVELOPMENT 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: TL 16100 TOWNSHIP 2 SOUTH , RANGE 1 WEST , SEC . 6 W. M . 4TH SUBMITTAL: 3/24/2022 5/5/2022 5TH SUBMITTAL: 6/14/2022 TIGARD WASH I N G T O N OREGON REVISIONS NO. DATE DESCRIPTION GROSS ACREAGE : 9.78 AC i l l SW SCHOLLS FERRY RD. 1111 PE _ ,.11 AN; 5 5 BENCHMARK: AN; 4fl WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS DISK SET IN CONCRETE, NE CORNER OF INTERSECTION OF SW ROY ROGERS I PROJECT SITE _ MI I.. ROAD AND SW BEEF BEND ROAD. a I hflf�� ' zI w 0 - II II I 0 mu ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 I I I I I I I I o = um, a I 1 > 1 I > I a 1 0 r 'hwm :E AS-BUILT j i [ ,, I Z I') I wI p ' :N UTILITIES & SERVICES : N o o� _ = DAB 5/10/2023 \ _ ..... N ,, " -W AppgO� CRAIG LARSON WATER: CITY OF TIGARD WATER I I I I } � L— �' STORM: CLEAN WATER SERVICES — — 1 _ I I I I 1 SW NORWAY LANE I SEWER: CLEAN WATER SERVICES — _ _ _ _ J I I SW BULL MOUNTi'A''N RD. POWER: PORTLAND GENERAL ELECTRIC , SW GRAND STREET MR RIVERSIDE GAS: NORTHWEST NATURAL — — — — VICINITY MAP FIRE: TUALATIN VALLEY FIRE & RESCUE AT SCROLLS POLICE: CITY OF TIGARD PD SCHOOL: TIGARD-TUALATIN SD I I MEADOW PARKS: CITY OF TIGARD AS-BUILT PHONE: ZIPLY LEGEND: WASTE DISPOSAL: WASTE MANAGEMENT These As-Built Drawings have been prepared based upon red-lined plan information provided by the construction contractor, field survey of PROPERTY LINES CABLE: CO M CAST manholes, mainlines and service lateral location markers for both sanitary and storm utilities, construction staking field notes (when applicable) and ROW LINES field changes noted during construction inspections. The location and SURVEYOR:RV EYO R elevation of underground utilities shown herein are approximate only and PROJECT BOUNDARY PROF APPLICANT/OWNER: must be field verified prior to any connection thereto or excavation in the \o`�,NFF , immediate vicinity thereof. 84963PE � PACIFIC COMMUNITY DESIGN, INC RIVERSIDE HOMES, LLC -►- --- 17933 NW EVERGREEN PARKWAY, SUITE 370 12564 SW MAIN ST. SCALE o OREGON TIGARD, OR 97223 DATE 5/10/2023 100 0 50 100 �h 13, `i'° BEAVERTON, OREGON, 97006 P 503-941 -9484 APPROV® CRAIG LARSON ——— � q/c `P [P] 503-645-0986 EXT 104 [ ] 1 INCH = 100 FEET CONTACT: NIKI MUNSON CONTACT: TRAVIS JANSEN, PLS, PE EXPIRES: 12-31-24 SHEET INDEX: SHEET INDEX (CONY.) : SHEET INDEX (CONT.) : PLANNER: GEOTECHNICAL ENGINEER: 100 COVER SHEET SS1 SIGNAGE AND STRIPING PLAN D4.01 SANITARY DETAILS GEOPACIFIC ENGINEERING INC. 101 GENERAL CONSTRUCTION NOTES SS2 SIGNAGE AND STRIPING DETAILS D4.02 SANITARY DETAILS PACIFIC COMMUNITY DESIGN, INC 102 CONDITIONS OF APPROVAL SS3 SIGNAGE AND STRIPING DETAILS 14835 SW 72ND AVENUE 103 EXISTING CONDITIONS Et DEMOLITION PLAN D5.01 WATER DETAILS EXISTING 12564 SW MAIN ST. PORTLAND, OREGON 97224 104 SITE PLAN D2.01 STREET DETAILS D5.02 WATER DETAILS , TIGARD, OR 97223 [P] 503-598-8445 105 GRADING D2.02 STREET DETAILS CONDITIONS P 503-941 -9484 106 GRADING SECTIONS D2.03 STREET DETAILS EC1 COVER SHEET [P] CONTACT: JAMES D. IMBRIE P.E., G.E., R.G., C.E.G. 107 COMPOSITE UTILITY PLAN D2.04 STREET DETAILS EC2 NOTE SHEET N CONTACT: STACY CONNERY, AICP 108 TREE PRESERVATION AND REMOVAL PLAN D2.05 STREET DETAILS EC3 EXISTING CONDITIONS AND DEMOLITION PLAN LANDSCAPE ARCHITECT: 109 TREE PRESERVATION AND REMOVAL PLAN EC4 RUNOFF CONTROL PLAN �. 110 TREE PRESERVATION AND REMOVAL PLAN 301 SDLN-1 STORM PLAN Et PROFILE EC5 SITE IMPROVEMENT PLAN 0 111 TREE PRESERVATION AND REMOVAL PLAN 302 SDLN-1 STORM PLAN Et PROFILE EC6 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 112 TREE PRESERVATION AND REMOVAL PLAN 303 SDLN-1 STORM PLAN Et PROFILE EC7 EROSION AND SEDIMENT CONTROL DETAILS 12564 SW MAIN ST. 304 SDLN-2 STORM PLAN Et PROFILE w LiJ PACIFIC COMMUNITY DESIGN, INC TIGARD, OR 97223 201 SW GRAND STREET PLAN Et PROFILE 305 SDLN-3 STORM PLAN Et PROFILE SL-1 STREET LIGHTING LEGEND 3 12564 SW MAIN ST. [P] 503-941 -9484 202 SW GRAND STREET PLAN &t PROFILE 306 SDLN-4 STORM PLAN Et PROFILE SL-2 STREET LIGHTING PLAN TIGARD, OR 97223 CONTACT: KRISTINA KOLTAVARY, RLA 203 SW 171ST AVENUE PLAN Et PROFILE 307 SDLN-5 STORM PLAN Et PROFILE 0 204 SW 172ND AVENUE PLAN &t PROFILE 308 SDLN-6 STORM PLAN Et PROFILE L1.01 TREE CANOPY SITE PLAN Z [P] 503-941 -9484 205 SW SABRINA AVENUE PLAN &t PROFILE 309 SDLN-7 STORM PLAN Et PROFILE L1 .02 TREE CANOPY LEGEND, NOTES Et DETAILS I 2:�� ii:0 > LLJ CONTACT: CRAIG CARBON, PE TRAFFIC ENGINEER: 206 SW 174TH LOOP PLAN &r PROFILE 310 SDLN-8 STORM PLAN Et PROFILE PACIFIC COMMUNITY DESIGN O 207 SW 175TH AVENUE PLAN &t PROFILE 311 WATER QUALITY FACILITY PLAN a PROFILE L2.01 OPEN SPACE LAYOUT AND PLANTING PLAN LANCASTER MOBLEY 0 208 SW NORWAY LANE STREET PLAN Et PROFILE L2.02 OPEN SPACE PLANTING PLAN 12564 SW Main Street 321 SW 4TH AVENUE, SUITE 400 209 SW TREE FARM TERRACE PLAN Et PROFILE D3.01 STORM DETAILS Tigard, OR 97223 PORTLAND, OR 97204 210 TRAIL POND Et TRACT G PLAN Et PROFILE D3.02 STORM DETAILS L3.01 POND MATERIALS PLAN [T] 503 941 9484 N [P] 503-248-0313 211 TRAIL TRACTS D, E, &t F PLAN Et PROFILE D3.03 STORM DETAILS L3.02 POND LAYOUT PLAN [F] 503-941 -9485 z D3.04 STORM DETAILS L3.03 POND PLANTING PLAN 0N CONTACT: JENNIFER DANZINGER CR1 CURB RETURNS D3.05 STORM DETAILS } CR2 CURB RETURNS L4.01 PLANTING DETAILS AND NOTES PROJECT NO.: 144-001 Q ATTENTION: CR3 CURB RETURNS 401 SSLN-A STORM PLAN Et PROFILE L4.02 CONSTRUCTION DETAIL TYPE: CONSTRUCTION o OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. CR4 CURB RETURNS 402 SSLN-A STORM PLAN Et PROFILE L4.03 CONSTRUCTIONDETAILSL4.04DETAILS N THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF `�0 NOrIF/C CR5 CURB RETURNS 403 SSLN-B STORM PLAN Et PROFILE L4.04 CONSTRUCTION DETAILS REVIEWED BY: PRE C THE RULES BY CALLING THE CENTER. �y • " 404 SSLN-C STORM PLAN Et PROFILE ocogb Dig Safely ca405 SSLN-D STORM PLAN Et PROFILE o THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 Oregon. m co CaIl before you dig. my 406 SSLN-E STORM PLAN Et PROFILE o THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE 811 c, 407 SSLN-F STORM PLAN Et PROFILE Nr WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO -. 0 408 SSLN-F STORM PLAN Et PROFILE o DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD •4+•g$afe . ,g°r� 409 SSLN-G STORM PLAN Et PROFILE 1 0 0 a CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. z GENERAL NOTES STORM Et SANITARY SEWER NOTES (CONT. ) 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 10. ALL STORM LATERAL LOCATIONS SHALL BE STAMPED "D" IN THE CURB. 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF CONSTRUCTION, 2008. 11. SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST R-1 Riverside Homes 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK SERVICES "DESIGN AND CONSTRUCTION STANDARDS". 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. 12. SANITARY LATERALS WILL BE 4" DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. TRANSPORTATION, FHWA, CURRENT EDITION. 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 13. ALL SANITARY LATERALS SHALL BE STAMPED "S" IN THE CURB. 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 1ST SUBMITTAL: 9/13/2021 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S)TESTED IN 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. 2ND SUBMITTAL: 1 /27/2022 ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED 14. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE 3RD SUBMITTAL: 3/24/2022 TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF ONE PIECE 2"X4" MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH THE 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 END PAINTED GREEN.ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER(SEE DETAIL 290- 4TH SUBMITTAL: 5/5/2022 THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. ST). 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 FACILITIES 5TH SUBMITTAL: 6/14/2022 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS 15. ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO INSPECTOR. (INSPECTION HOT LINE# (503) 681-4444) Et CITY OF TIGARD ENGINEERING Et MANHOLE IN PAVED AREAS. RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE REVISIONS CONSTRUCTION SERVICES INSPECTOR. TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE Et RESCUE) WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. HOLDERS EXPENSE. NO. DATE DESCRIPTION 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER RESOURCES' REQUIREMENTS. WATER CONSTRUCTION NOTES 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING 1. ALL JOINTS TO BE RESTRAINED. GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH REtO 19 22 (CWS). EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL 2. OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. CONSTRUCTION WORK. BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN 3. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN STREET NOTES 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. 4. THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE AT NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE ALL TIMES. STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING 6. ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED 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 JOINT) UNLESS OTHERWISE SPECIFIED. BY THE CITY MANAGER. "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION 8. COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE 3/4"-0" REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. GRAVEL. 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED BUILDINGS TO THE SEWER SYSTEM. 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT TO 9:00 A.M. 3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE 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 REPORTS, AS-BUILT TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0"CRUSHED ROCK. THE EXTENSIONS WILL BE REQUIRED. UNLESS AUTHORIZED BY THE CITY ENGINEER. ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER ENGINEER ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AGREEMENT NOTE#5.) AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH DATE 5/10/2023 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS AT LEAST 2" OF HOT MIX ASPHALT. 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR APPROVED CRAIG LARSON PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN 11. A 4X4X8' 0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2"WATER SERVICE LOCATION AND REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A 11. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET; PEDESTRIAN TRAVEL SHALL TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. ALSO BE PROVIDED FOR. TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE)TEE, 6" FLG. X MJ GATE VALVE, 6"MJ X MJ GRADING NOTES HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6"MJ, 5 1/4"MVO, 3 PORT 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND (2-2 1/2" NST HOSE CONNECTION, 1-4 1/2" NST PUMPER,) 1 '/z" PENTAGON OPERATING NUT OPENING LEFT, REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION RIVERSIDE 1. THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW ASSURE PUBLIC SAFETY. ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO MEDALLION. CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE AT SC H O LLS 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. OF CRUSHED 2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. MEADOW ROCK FROM THE EARTH COVER. 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. 14. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE INCASED IN A REINFORCED CONCRETE JACKET 6"THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS COVERED BY THE PERMIT. 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T_180 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL COMPACTION TEST. PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE 5. STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING OF 5 PSI. TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE n O,C` INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN PRO 121 BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING INSTALLING 16. NO CONNECTION TO EXISTING WATER SYSTEM WILL BE ALLOWED UNTIL AFTER ALL TESTING Et DISINFECTION CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY ��I NFF '� NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING HAS PASSED AND CITY OF TIGARD OPERATION STAFF HAS ACCEPTED. PRESSURE TESTING SHALL OCCUR IN TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF F, PERFORMANCE. A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER4z! 84963PE $. BENCH, THEN PLACING A SIX INCH LAYER OF 11/2" -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE SECTIONS. NUMBER OF SECTIONS TO BE DESIGNED BY ENGINEER AND ACCEPTED BY CITY OF TIGARD PRIOR DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. TO TESTING. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. o OREGON EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE 17. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS ch 13 `LOc� FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER ,9/ Pj 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF G L . L 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE EXPIRES: 12-31-24 THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT AND TO VERIFY EXISTING CONDITIONS. FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER LITER.) THE DISINFECTION MIXTURE WILL BE HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY EASEMENTS. REPORT/RECOMMENDATION CHANGES. A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED)WATER SHALL CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. CONSTRUCTION TO PROPERLY MITIGATE THE WATER ENCOUNTERED. CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ o THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLYE NOTES 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY 0 TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. TO THE PERMANENT SOURCE OF SUPPLY. STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED ° 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. r, FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD 0 CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. STORM Et SANITARY SEWER NOTES BACTERIOLOGICAL TESTS WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER. KIND AND MATERIAL. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS 1. ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. O 18. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER 2. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE 3/4" THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC w SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY 63102. THE SAMPLING STATION SHALL BE 2" 0" BURY, WITH A FIPT (FEMALE IRON PIPE THREAD) INLET, = INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. AND A 3/4" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND NON REMOVABLE, ALUMINUM CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL 3 3. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL EFFECTIVE DRAINAGE CONTROL. PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE vi vi AREAS. BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBELLJ FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 16 (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY z 4. STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D- NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH REVISION 11/27/17 1:1!•01...."--4111i) as 3034 (SDR 35). FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A'/a" BALL OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY LLJ VALVE SHALL BE PROVIDED IN PLACE OF THE PET COCK ON THE VENT PIPE. CALLING 503 246 1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE PACIFIC COMMUNITY DESIGN O 5. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR 19. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS U STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL o FILL AREAS IS 90%. (OWNERS.) ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON EXPENSE. 2564 SW Main Street STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) o 6. STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, Tigard, OR 97223 v REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER [T] 503 941 9484 N CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE [F] 503-941 -9485 ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY ASSOCIATION MANUAL OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN } MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. PROJECT NO.: 144-001 5 BEGIN. Q 7. THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH TYPE: CONSTRUCTION ° A ONE PIECE 2"X4"MARKER EXTENDING A MINIMUM 12"ABOVE THE GROUND WITH o THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER REVIEWED BY: PRE 0) c (SEE DETAIL 290 ST). O 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. a 0 O 9. STORM LATERALS WILL BE 4" DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM o SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. v v a z R Riverside Homes CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO PERMIT SUBMITTAL: 10. Prior to commencing any site work, the applicant must submit site plans and a final storm 1ST SUBMITTAL: 9/13/2021 drainage report as part of the PFI Permit indicating how run-off generated by the 2ND SUBMITTAL: 1 /27/2022 1. Prior to permit submittal, the applicant must submit an Autocad file of proposed street development will be collected, conveyed, treated and detained for review and approval. 3RD SUBMITTAL: 3/24/2022 names and assignment of addresses and pay the address fee. Contact Oscar Contreras at The storm drainage report must be prepared and include a maintenance plan in 503-718-2678 for the submission of the Autocad file. The address fee will be assessed in accordance with CWS Design and Construction Standards and the City of Tigard Standards. 4TH SUBMITTAL: 5/5/2022 accordance with the current Master Fee Schedule. 5TH SUBMITTAL: 6/14/2022 11. Prior to commencing any site work, the applicant must obtain a CWS Stormwater Connection Authorization prior to issuance of the City of Tigard PFI Permit. Plans must be REVISIONS THE FOLLOWING CONDITIONS MUST BE SATISFIED PRIOR TO COMMENCING ANY SITE WORK: submitted to the City of Tigard for review. The City will forward plans to CWS after preliminary review. The applicant must prepare a cover letter and submit it, along with any supporting NO. DATE DESCRIPTION documents or plans that address the following requirements to the ENGINEERING 12. Prior to commencing any site work, the applicant must submit site plans as part of the PFI DIVISION, ATTN: Jeremy Tamargo, Principal Engineer at (971) 713-0281 or Permit showing the proposed sanitary sewer system and associated facilities to be JeremyT@tigard-or.gov. The cover letter must clearly identify where in the submittal the designed and constructed in accordance with the City of Tigard and CWS Design and required information is found: Construction Standards. 2. Improvements associated with public infrastructure including street and right-of-way 13. Prior to commencing any site work, the applicant must submit site plans as part of the PFI dedication, utilities, grading, water quality and quantity facilities, streetlights, Permit showing all proposed and/or extensions of public water lines, hydrants and water easements, easement locations, and utility connections must be designed in accordance services to be designed in accordance with the City of Tigard Standards for review and with the following codes and standards: approval. • City of Tigard Public Improvement Design Standards 14. Prior to commencing any site work, the applicant must provide written approval from • Clean Water Services (CWS) Design and Construction Standards TVFEtR for fire flow, hydrant placement, and emergency vehicular access and turn • Tigard Community Development Codes, Municipal Codes around. • Tualatin Valley Fire and Rescue (TVFEtR) Fire Codes • Other applicable County, State, and Federal Codes and Standard Guidelines 15. Prior to commencing any site work, the applicant must submit all public utility easements, joint access easements, public access easements and maintenance 3. Improvements associated with public infrastructure including street and right-of-way agreements for review and approval. dedication, utilities, grading, water quality and quantity facilities, streetlights, easements, easement locations, and utility connections for future utility extensions are 16. Prior to commencing any site work, the applicant must submit an erosion control plan as subject to the City Engineer's review, modification, and approval. part of the PFI Permit. The plan must conform to the"CWS Erosion Prevention and Sediment Control Design and Planning Manual" (current edition). 4. Prior to commencing any site work, the applicant must submit a Public Facility AS-BUILT Improvement (PFI) Permit to cover all infrastructure work including stormwater Water 17. Prior to commencing any site work, the applicant must submit a final grading plan Quality and Quantity Facilities and any other work in the public right-of-way. Four (4) showing the existing and proposed contours. The plan must detail the provisions for sets of detailed public improvement plans must be submitted for review to the surface drainage of all lots and show that they will be graded to ensure that surface DATE 5/10/2023 Engineering Department. An Engineering cost estimate of improvements associated with drainage is directed to the street or a public storm drainage system approved by the APPROVED CRAIG LARSON public infrastructures including but not limited to street, street grading, utilities, Engineering Division. The design engineer must indicate, on the grading plan, which lots stormwater quality and water quantity facilities, sanitary sewer, streetlights, and will have natural slopes between 10 percent and 20 percent, as well as lots that will have franchise utilities are required at the time of PFI Permit submittal. When the water natural slopes in excess of 20 percent. This information will be necessary in determining system is under the City of Tigard jurisdiction, an engineering cost estimate of water if special grading inspections and/or permits will be necessary. improvement must be listed as a separate line item from the total cost estimate. NOTE: these plans are in addition to any drawings required by the Building Division and should 18. Prior to commencing any site work, the applicant must provide a performance bond for only include sheets relevant to public improvements. Public Facility Improvement Permit all public improvements and private stormwater treatment facilities associated with the RIVERSIDE plans must conform to City of Tigard Public Improvement Design Standards, which are development. available at City Hall and the City's web page (www.tigard-or.gov). 19. Prior to commencing any site work, the applicant must submit a Preliminary Sight AT SC H O LLS 5. Prior to commencing site improvements, the Applicant must submit plans showing the Distance Certification for review and approval. following required street improvements to Engineering for review and approval: Roy Rogers Road (5-Lane Arterial, half street improvements) THE FOLLOWING CONDITIONS MUST BE SATISFIED MEADOW • 49' right-of-way dedication from centerline PRIOR TO FINAL PLAT APPROVAL: • 37' paved width •• (1) 7' median/turn lane (half-section) The applicant must prepare a cover letter and submit it, along with any supporting documents or •• (2) 12' travel lanes plans that address the following requirements to the ENGINEERING DIVISION, ATTN: Jeremy Tamargo, •• (1) 6' bike lanes Principal Engineer at (971) 713-0281 or JeremyT@tigard-or.gov. The cover letter must clearly • 0.5' curb identify where in the submittal the required information is found: • 5' planter strip • 8' sidewalk 20. Prior to final plat approval, all improvements associated with public infrastructure •• NOTE: The additional 2-foot width needed for sidewalk area can be placed including but not limited to street improvement under the City of Tigard jurisdiction must within a pedestrian easement over the required 10-foot landscape tract. The be constructed, completed and/or satisfied. The Applicant must obtain conditional �cv PRI e , sidewalk can also meander within the 10 feet of the landscape tract, provided the easement acceptance from the City and provide a two-year maintenance assurance for said 7c�V covers the full 10-foot width. improvements. Prior to final plat approval, all public utility facilities including but not s. c\G I NF F,Q • 0.5' public access behind sidewalk limited to storm drainage, water quality and quantity, sanitary sewer, water, gas, 84963P,DE u jLL_,.... • 8' public utility easement across road frontage, outside of right-of-way electrical, communication, and wireless must be completed. Private storm water quality and quantity facilities must be provided with two years of maintenance and entered into o OREGON SW Sabrina Avenue (Neighborhood Route, full street improvements): a stormwater maintenance agreement with the City. O • 58' right-of-way dedication (total) oh 13, _cnn • 36' paved width 21. Prior to final plat approval, the final plat must contain State Plane Coordinates on two �1/ •• (2) 12' travel lanes monuments with a tie to the City's global positioning system geodetic control network G L L. �'P •• (2) 6' bike lanes (GC22). These monuments must be on the same line and must be of the same precision as EXPIRES: 12-31-24 • (2) 0.5' curb required for the subdivision plat boundary. Along with the coordinates, the plat must • (2) 5' planter strip contain the scale factor to convert ground measurements to grid measurements and the • (2) 5' sidewalk angle from north to grid north. These coordinates can be established by; GPS tie • (2) 0.5' public access behind sidewalk networkedto the City's GPS survey or by random traverse using conventional survey • 8' public utility easement across road frontage, outside of right-of-way methods. SW 175th Avenue, SW 174th Loop, SW 172nd Avenue, SW 171 stAvenue Et SW 'A' Street 22. Prior to final plat approval, the applicant must submit for City review four (4) paper (Local Residential, full street improvements): copies of the final plat prepared by a land surveyor licensed to practice in Oregon, pay CONSTRUCTION • 50' right-of-way dedication (total) the final plat fee, and any other necessary data or narrative. The final plat and data or _ • 28' paved width narrative must be drawn to the minimum standards set forth by the Oregon Revised o • (2) 0.5' curb Statutes (ORS 92.05), Washington County, and by the City of Tigard. Final plat will NOTES a • (2) 5' planter strip include signature lines for the City Engineer and Community Development Director. Note: v • (2) 5' sidewalk Washington County will not begin their review of the final plat until they receive notice • (2) 0.5' public access behind sidewalk from the Engineering Department indicating that the City has reviewed the final plat and o • 8' public utility easement across road frontage, outside of right-of-way submitted comments to the Applicant's surveyor. After the City and County have "' reviewed the final plat, the applicant must submit one copy of the final plat, for City Alleys: SW `B' Lane Et SW 'C' Terrace (Local Residential, full street improvements): Engineer and Community Development Director signatures. 0 • 20' paved width • Pavement section for alleys must meet City of Tigard Minimum Pavement Section for public local 23. Prior to final plat approval, the applicant must record all public utility easements, joint o residential streets access easements, public access easements and maintenance agreements with Washington County and provide a recorded copy to the City. w 6. Prior to commencing any site work, the applicant must obtain all required approvals and permits for construction from all necessary agencies, including but not limited to 24. Prior to final plat approval, the applicant must submit the Final Sight Distance 0) Washington County. Certification for review and approval. 3 w 7. Prior to commencing any site work, the applicant must submit the exact legal name, 25. Prior to final plat approval, the applicant must place all existing and proposed utilities 16 address and telephone number of the individual or corporate entity who will be underground. i Di 3 zdesignated as the "Permittee", and who will provide the financial assurance for the �� ce public improvements. Specify if the entity is a corporation, limited partnership, LLC, etc. 26. Prior to final plat approval, the applicant must provide evidence that the Homeowners PACIFIC COMMUNITY DESIGN > and the state within which the entity is incorporated and provide the name of the Association (HOA) is formed and the Covenants, Conditions, and Restrictions (CCEtR) o corporate contact person. Failure to provide accurate information will delay processing of document is in place with language in regard to the maintenance of tracts and private U o project documents. accesses.0 12564 SW Main Street O 8. Prior to commencing any site work, the applicant must provide a construction vehicle Tigard, OR 97223 o access and parking plan for approval by the City Engineer. The purpose of this plan is for [T] 503-941-9484 , parking and traffic control during the public improvement construction phase. All [F] 503-941 -9485 t construction vehicle parking must be provided onsite. No construction vehicles or a) equipment will be permitted to park on the adjoining residential public streets. v) Construction vehicles include the vehicles of any contractor or subcontractor involved in } the construction of site improvements or buildings proposed by this application and must PROJECT NO.: 144-001 include the vehicles of all suppliers and employees associated with the project. Q TYPE: CONSTRUCTION Q9. Prior to commencing site improvements, the applicant must provide a photometric REVIEWED BY: PRE a analysis for the review and approval. The applicant must submit plans showing the 3 location of streetlights and the type and color of pole and light fixture for review and 2 approval. Photometric analysis will follow the recommended values and requirements o described in ANSI/IESNA. All public streetlights must be PGE Option B. 0 0 0 v v 1 02 a Z _ I • I (I) OO OO X a' _ _ �' r , \\ ♦ I i x - x ..1 I ��a iiuiunF . 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OFFSITE oWWI _ IlhL il M _ milk7_i..67= _ TREES TO REMAIN % 264 �1F AIT. �_* `/ / ) / / / r — — — ` // \ _ 265— I / ' K � / / /• ; 22.;'— // • - -/ / \\ 264 ' EXISTINGOD FENCE I J / / / IN RIGHT-OF-WAY TO / \ IN RIGHT OF WAY TO \ h ,�w;�4' ., 41, - • BE REMOVED. M �, / LbS� A' / / / ;III /\ '' / BE REMOVED. // / \ BE REMOVED. EXISTING SLOPE, / \ / 262•- - _ _ / IN RIGHT-OF-WAY TO / / EXISTING FENCE / \ / / BE REMOVED. / / / / / / / /- - \ \ ` TO BE REMOVED DRAINAGE, AND 4 / �/ / �1b�_ _ / EXISTING WOOD FENCE / / / / / // / // / / / / // \` \` - r \ \ ` - EXISTING STRUCTURES _ UTILITY EASEMENT I ,;! / \ I // Wit / - IN RIGHT-OF-WAY TO / / / / / TO BE REMOVED - I �ff I N ` �M� / / - -/ BE REMOVED. / / / / / / / / / / / / / / / \ I \ \` rt TYP. 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EXISTING SIDEWALK EASEMENT LINES XSS— EX SANITARY SEWER EX SANITARY MANHOLE EX BLOW OFF EXISTING RIGHT-OF-WAY XSD EX STORM DRAIN 0 EX SANITARY CLEANOUT o EX AIR RELEASE VALVE o EXISTING PAVEMENT — EXISTING CENTERLINE XW EX WATER LINE OD EX STORM MANHOLE w EX GAS VALVE :_: :.: •�` EXISTING GRAVEL EXISTING PROPERTY LINE XG EX GAS LINE ❑ EX AREA DRAIN © EX CABLE RISER w L _ . ..,•. . J XE EX TELEPHONE RISER _ ///////////////////// EXISTING BOUNDARY LINE EX BURIED POWER LINE ❑ EX CURB INLET QT ////////////////////////A EXISTING BUILDING XOH EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT ?� EX LIGHT POLE 17............,40iD— —324— — — EX 2-FOOT CONTOURSPACIFIC COMMUNITY DESIGN c), 1......•........_1 EXISTING — —320— — EX 10-FOOT CONTOURS XCOM— EX CABLE TV LINE EX FIRE HYDRANT i_ 'i.-2 i a-. NON-JURISDICTIONAL NON-JURISDICTIONALEX TREES w WETLAND TO BE FILLED j EXISTING WETLAND BUFFER XT— EX TELEPHONE LINE ® EX WATER METER o (�('(� �k / , / • / , X EXISTING FENCE ® EX WATER VALVE EX TREES TO BE REMOVED 12564 SW Main Street V v V��(� v� FILLED WETLANDS , , , , , , EXISTING WATERS ```�'s IN , Tigard, OR 97223 [T] 503-941 -9484 [F] 503-941 -9485 0 N r 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE U 2 0 0. SCALE 1 03 • 50 0 25 50 o — — ■■ 11 i 1 INCH = 50 FEET z —Amir__ __A^ . N I • �© I�ff) ':p ® ®jy . . Xw w xw I �� X I O xI I : ® o x x :7:. I ` o x xN x I3X II n, ' / H— ' __1 HO X x Xc nil En R Ri .verside Homes a . >OC \ p I► Y !1 Ir I I!a• e e e e e ee III �r / I s0 XSS © .)SX SSX SSX SSX ©M. 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REFER TO TREE PRESERVATION AND REMOVAL >- - - EASEMENT LINES XSS- EX SANITARY SEWER OO EX SANITARY MANHOLE 04 EX BLOW-OFF PLANS FOR TREE INFORMATION 4• • • ' EXISTING SIDEWALK EXISTING RIGHT-OF-WAY XSD— EX STORM DRAIN co EX SANITARY CLEANOUT o EX AIR RELEASE VALVE o I EXISTING PAVEMENT — EXISTING CENTERLINE XW EX WATER LINE OD EX STORM MANHOLE N EX GAS VALVE L- =-: ez-vez'--:e: : t.'--: EXISTING GRAVEL EXISTING PROPERTY LINE XG EX GAS LINE ❑ EX AREA DRAIN © EX CABLE RISER w e � � � � � � � � i�i XE EX TELEPHONE RISER _ ///////////////////////// EXISTING BOUNDARY LINE EX BURIED POWER LINE ❑ EX CURB INLET QT /////////////////////////� EXISTING BUILDING —0) XOH— EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT EX LIGHT POLE Fr,ei:10— —324— — EX 2-FOOT CONTOURS Lt Jit,......•........„i .• — XCOM— EX CABLE TV LINE EX FIRE HYDRANT EX TREES PACIFIC COMMUNITY DESIGN EXISTING —320— — EX 10-FOOT CONTOURS =-•j j_�•j WETLAND TO BENON-JURISDICTIOFILLED / � EXISTING WETLAND BUFFER LXT— EX TELEPHONE LINE ® EX WATER METER �C�(}(X)/ a xI , , , , , = X EXISTING FENCE • EX WATER VALVE EX TREES TO BE REMOVED 12564 SW Main Street � V�/(� v FILLED WETLANDS �. , ', , , EXISTING WATERS �`'s''% Tigard, OR 97223 [T] 503-941 -9484 [F] 503-941 -9485 N PROJECT NO.: 144-001 ip Q TYPE: CONSTRUCTION On REVIEWED BY: PRE a c 2 0 0. SCALE 1 03 d- 50 0 25 50 ,( — — — ii 1 INCH = 50 FEET z :. , • A, - ..: I RI .verside Homes h.x ›1 ° # ., {� * I• • .I I • O I f f -- iiL.�ii�i�i`iDi�i�Oii�i�i O Ibi, .,,dil I .' ll�llllll�' �III'��Ihe.. .1/��I�II�� I I OOOOOOO• SSSJ� TRACT T ., ' ' `+L -' ( _ '' �..:��.�.�.�`.�.�.�.� ( 'r I'''' ram- •�' ' l f I'l r /l''''IIIIIII�IIIII��.. ii:? ____ w�.A- ' r r �I11 �111III�111'llll'Il IIIIIII� .0.. l"�"1'1'll�lll - 1.•... �III�II�lllllllll'r 1� :•.ti• ,��S . . c r 1 o o ,a ►o�� '/ - � .ryll I� � �I'''j, 11�' -y - 2ND SUBMITTAL:,l VIP' I !�r'r' 1 ' �'� 42 55 II 3RD SUBMITTAL: 3/24/2022 6 I . �: �� 1 27 I 28 41 U I >04TH SUBMITTAL: 5/5/2022 15 0 5 — I I 6 I 10 I1/ I I I I 5TH SUBMITTAL: 6/14/2022 g T NE I I 4N I I I x 7I26 - - o14it I 17 29 40 I i I 43 54 II 77 I `^" REVISIONS 4QT I I I o I how -• I I NO. DATE DESCRIPTION :A'':.''111111155:893 _Ox rn >�o I 8 I oo I 25 I 30 39 I I 44 53 I 76Io 13 I + I18N I I oo oI .00' If 3.00' , I 11 4 o oo oik +l PUE, TYP. .. PUE, TYP. 9N 24 Ili I I I L 60 31 38 I I 45 52 I 8.00' I .. I I 1 2 3 I 12 19 I I I PUE, TYP. 61 74 I ��-�•,, 8.00' I !e9 M SIGHT DISTANCE 11 8.00' PUE, TYP. EASEMENT I f I I I i �, I PUE, TYP. 23 I I _ 46 51 62 73 G I r„�� -�: _ _ 10 I m Pil 32 37 1 I I I I I I o � - _ ♦ 11 '� I 20 I 44/ Ijj4 %kI / I ITRACi C90 � ��e o �� = L 11+00O- � 33 36 I 47 50 I �s�r`1000 L1 3 + j I o I I _12 00 '" TRACT A BI 8.00' o I ' I 8.00' 0 � '� 0 00 '.,... ■ °f C4 L2 13 I00 1 II I PUE, TYP. �- � ', PUE, TYP. - ■��ff��fffflJj , c1 14�0/ - 21 I = " , I 34 35 Ico- 48 49 scm; — I ___� r ----� _ As_BuILT I� � _ �— -- o.,� / PUE, TYP. I °l ( - 1S+ -' J 64 65 66 67 68 69 70 x I // � . � DATE 5/10/2023 71 I ( / /� &,44 - 16+00 17+00 18+00 L3 - 19+00 - �_ -20+0 -I 20 75 I APPROVEDCRAIG CARBON T 1 TRACT H C =T I + 1 - T - I �— I I 10, 111 CD ±_ 011...,..-......7-F . - --''. .---ii"---2 Z-91\ +- �?"'f - -- a►� - O = �� I ■ =;II! == TRACT D � 'TiT S��i,'SSi�1.�T S TiT� '9 — —— ——— — v TRACT G li�i0 =�■ I ■■_._�i��MTRACT F ��.r1oE� �� rOMlo TRACT E ■ �p�`i :_ ��■ummusai '■ \--- S- L��Z1477 1:1 71: --1-7-,,,--.T — 0b� _ �seo�e _ �r ■�i�� _ I I RIVERSIDE 0 � � � �. 4 � .T AT SCHOLLS_ MEADOWx � ^�•-•- _ ,_ �- _ I I � � • x O g_ O - O_ + p. I I I I . ,` D PROFF � �Sc�GINF�G� f,367P TRACT TABLE LEGEND GENERAL NOTES: LINE TABLE Curve Table: Alignments o OREGON , TRACT A PRIVATE OPEN SPACE TRACT PROPOSED RIGHT-OF-WAY 1. ROY ROGERS ROAD SIDEWALKS, 00 LANDSCAPE STRIP, AND CURB TO BE q, h 13, mac, LINE # LENGTH BEARING Curve # Radius Length Chord Direction Start Point End Point TRACT B PRIVATE STREET TRACT EXISTING RIGHT-OF-WAY BUILT WITH THIS PROJECT. REFER TO q/G L • LP'`' L1 146.19' N89° 20' 24"E PROPOSED CURB AND GUTTER APPROVED ROY ROGERS ROAD EXPIRES: 12-31-24 C1 205.00 123.34 S73° 25' 23.74"E (7597253.31,647559.97) (7597369.75,647525.31) TRACT C 10' LINEAR GREEN TRACT EXISTING CURB AND GUTTER CONSTRUCTION PLANS DESIGNED UNDER L2 77.77' N89° 20' 24"E - WASHINGTON COUNTY FACILITIES PERMIT C4 166.00 50.09 S82° 00' 55.95"E (7597126.13,647566.01) (7597175.54,647559.08) TRACT D PRIVATE OPEN SPACE AND PARK TRACT - PROPOSED CENTERLINE FOR DESIGN STREET L3 504.66' N89° 20' 24"E - - SECTION, STRIPING, DETAILS Et CURB C3 166.00 50.09 S82° 00' 55.95"E (7597076.71,647572.94) (7597126.13,647566.01) TRACT E PRIVATE OPEN SPACE AND PARK TRACT EXISTING CENTERLINE RETURNS. L4 758.40' NO' 39' 36"W - - PROPOSED PUBLIC UTILITY EASEMENT C2 205.00 123.34 S73° 25' 23.76"E (7597369.75,647525.31) (7597486.19,647490.65) TRACT F PRIVATE OPEN SPACE AND PARK TRACT L7 357.39' NO° 39' 36"W PROPOSED PROPERTY LINE SITE PLAN TRACT G PRIVATE OPEN SPACE AND PARK TRACT EXISTING PROPERTY LINE L8 401.01' NO° 39' 36"W L9 758.40' NO' 39' 36"W TRACT H PRIVATE OPEN SPACE AND PARK TRACT EXISTING BOUNDARY LINE E Iiii PROPOSED HANDICAP RAMP a L10 237.51' NO° 39' 36"W o PROPOSED A.C. PAVING CO EXISTING A.C. PAVING N o I . ' - PROPOSED SIDEWALK 0 ,,,,,•,,,••,,,,,,,,,,•••,ol PROPOSED SIDEWALK BY OTHERS - , •' • EXISTING SIDEWALK o PROPOSED TRAIL w L u STORM WATER POND BERM AND KEYWAY SEE FIGURE 3 OF THE GEOTECHNICAL 3 I ENGINEERING REPORT RIVERSIDE AT z z SCHOLLS MEADOWS DATED FEBRUARY 26, Frilli:11° lc 2021. PACIFIC COMMUNITY DESIGN L ii i ice, SIGHT DISTANCE TRIANGLE 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE P_ 0 rr 0 SCALE 1 04 v 50 0 25 50 Nr o — — — ii a 1 INCH = 50 FEET z j//' ��/ 4,, %� AI // ��V xil i ,N Ar 1/4,,,,,,_ ) i L • I x • SW JEAN LOUISE RD / r ___ // / I I 1 *verside Homes x \I II \I i1 4I i1 �,� -. R RI 1IL ldr jlk III/ M\ dr ,� Mk // / I x1 , ,� / 7 ' / �1 / \ -/\ �I 1ST SUBMITTAL: 9/13/2021 I / I 2ND SUBMITTAL: 1 /27/2022 I ,� oy_w /N o 'I / - -/ 1 3RD SUBMITTAL: 3/24/2022 x „ 0 --i\ o I / \ 1 4TH SUBMITTAL: 5/5/2022 /\ ` y �\ \ A i 5TH SUBMITTAL: 6/14/2022 / ♦••••.••••.••• I / x / / \ \ ��p•��00•DOO n •••• ••1 �:o•:oo.:oo• •.o:-:. _ _ = •••" \ REVISIONS i- 1. 264 - b - - - - - �i�� - - 1! ! 16 �1 / o o i*D0�2�� _ - - - - - bj 6 ` / L - / 260 - t ____ _ _269 Z 'yb- - -_- i / / / ��`26 -----1 ' / l I,� - - v� - !- z6 / z67� 1 79 ~�I / NO. DATE DESCRIPTION 5 / / 6 / / `6z 2�15 /16 /� / 27/ / /j 2 '/ / / z68 / :2 \:z _6� \ \ II // .2 / \ \ . r, -/ �`�= / / / / / / / 68 // I \� 26 16 t° \ 268 !j II \` -.a 78 '� ► �" / - - - / 7 / I oo- °:: / / / 26-9 / \ 9 °� .. / - - - I 57 \ I /\ b V /4 - _° . ^ / / 14 N .,- ,ems / 17 / / / / 29 g \ 40\ I 43 ba,\ 54 26s 169,5, o \ \ l \ 2~ / / N // _ / I / / / 7I i / / / / z69 \ N \ \ -� 4 \ /° _ 269 I N58 \ m 26j\ 77 H ) / / / / / / e - 269-` - ,- - _- z67 u \ I/ - bti 8 / •• / 25 / -�6 1 � �� o - - 269- ..� iiii '/ - / / �2s8. 13 I \ / 18 vo / / °. 27030 "� 1 \ 390 4453I 59 \ 1 <°�'-- - 76 / 0 / 1+00 p -2+00/ /f 3+00 I \ / 4+ / / ill / / / / �� i I 1 1 \ H '268 -\ i o 3 / o / o 5+00 6+00 7�00 8+00 '� v +\ -� 267 \�� C 1 Q I I ° / T� T \ ' �� ... jt �� 4 9 00 '270' 10+00 + w °°1 00 \Ji/ / 262 9 / i \ , ° / / � / 1 0l 1/r.1:::›1 �+ � ��-. r 11 0-�1 .. 2+ � \ IT13+00 1 °° �"T1 e�2 3b` / 12 = / , /� / / /24 / 311 1`38 4552 ` wti ' I �� ir 13+13 I w�.. 1\ I\ tit6 / I v ; 1 � 19 I ( / / a � • � /� � 27�� - -^� �2�,, a� ``' I N. ^/ / 26� 0 / / I I I I 1 c II I - / . \ 61 74/ 263 -1 I1 ( / i z /- I \ ( 23 \ \ Q y \ �� 10 ti o I00® 260.0 TW ® 260.1 TW I I 1 1 > \ "' 32 r , �� 46 51N w73 • 1 A 3 0 62.z6s / I u l I ce 11 I M I 20 \ \ \ \ o> \ \ tit A \ / I t, 260.0 FG / 252.0 FG 4, o-7.-N- 262- I I ` SEE LOCK+LOAD \ \ \\ ` v' ^o \/i \ `^ .. 9r • / ", u I I W44' 0'.::�b 259.9 TW 259.7 TW I I3 I - - " 6RETAINING 1 II , \\i \ \ \ \ \ <t _ \273376 '''',..) I t o° A. 270 t� �ti 6Iv2 N / �� I II ® 254.E FG ® 252.0 FG 260.4 TW'� z6z \ WALL DETAILS \ 22, / - 1 I I 1 63 ) _ 720tgo ® 252.0 FG ��c , \ \ >o° - -33- 73 1 tibq 47� _y1 -_ 50 I �' �� _268 1 As_BuILT g 2 . / / J Z6o o =! N \ o �.� `TRACT A \ • 270 I - 70 / ' -269 �� fib°' °°°°°° � / / 'I \ DATE 5/10/2023 �_� 11+00 z� _SW GRAND STREET 252.0 \'3 \ \ \ - >°>o - vz - _ - I 1 °° ti °-°° SW NORWAY LANE -267 I I APPROVED CRAIG CARBON N / 263.0 TW 263 \ \ \ 2 ti b°" - o 12+ FG ® I 00+01 // L + 00 ..269 \ 271- v tib D•: � t _27 / 1i - 268268 °o°°/°°°°° °,° 6 \V/ 2S7 259.9 TW / `; 13+00 \ 21 . \ ` _ _ _ � v 268 - 69 g y� ■ ■o°°.°o°°°°°°°° .■ I' /266 I\68a �Z6 3��oI ,� ilk 48 ,-49 ti \ yb 1, \ / z59 \i'VW/� 252.OFG �S6 -- �� ` �glph'263.1 TW �`�gp \\ � _ - I �: ✓ -��- _ 69 - _ -. \ tiba� /Irl �� _ -� - � /� / II1! M� II \ / 269 \ � z69 / // ti 7� - -�b� 1�� 1 \ 262.7 FG �L�� \ - - - - ti I 11 \ / I N t / / 260.7 TW \ , 1 hftplenu�� Z68 \ o � \\,-., , A / r - / -tib5 _I- I \o , h h \ ■i o u j (N, A' / 252.0 FG ® 260.8 TW 262.2 TW \ \ ��_Z? � I \I ! _ -- - 26) o / �, / ; ; h"' h% 'srxf �\ \N - I � � - - �-268_ - �\ 6 65 66 67/ 68 69 70 / 71 \ I RIVERSIDE N I TRACT H 253.2 FG 253.4 FG �!ti z9 - - 268 -/161 \ \ \ • I • �6� \ -- _- SW AND STREET „I bb v / �254.3TW 258.OTW �� `�6 \\ \ \ �_=267 /� b�- �/ b \ / /" -r L6 �/ I \\III / \ I ® 1 �� \ �� \ - \ �\ ti GRAND REET I I AT SCROLLS A 252- ,r_2 257.5 FG ` / • / \a - 53.5 FG ODA .� �NrvN w bo \ ir+ 6^ 6-�\- - G\ `\� T1 d--- - - �b� t I 268 \� �z7 S_ ., �hh A _ _ 2 -26 / V 6 / 266 L 1 I J I �) Grp / ~> measti 254.0 TW 256 ,�NN N' TRACT G '-;)(5-,,N �6A N \ �`� ^/� - _1�71 ✓ 11,,E 2 00 l _ �- 63 3+00 I ,►T� 4+00 r1r� z66�✓ , - 63 i d 1 I 5 '41\ / MEADOW _ _ -i 5+00 C253.0 FG �6 - ® �� I �26z \• �I tib4' !' - �265 TRACT F 267 `�`0�66 ti soso b�� / TRACT E _2 %btk ''� ` _ - 'TRACT D \ / 2 �� 254 - �� ._r _®�_'t�_ �. 26 1 \ �y'I� 64 12.. 265266A67 �� .a. Tim 26s,� �z65 .2264 - �i 263-y`v I \/ ,�� _ - - � _ �- 258.0 TW - - - \ �6A - _ - - _ _ ire �' MIL L '263 -� -264 -T-� � � �--o �� 253.1 TW \ �w 257.9 FG \ \ \\ FOR ADDITIONAL WALL ELEVATIONS. SEE - - -- • • X�� CONSTRUCT STORM WATER \ L 252.8 FG ® \ 1258.0o - - -..-�-� cam' s - ��~•�� :�� •Q�•.�•.�.�.i � � r�•��•��i��w„�Y� h \ TW o •=•�•�•.-•,-a-•o o - ��•_•�� ICI • • I • I�(� [ 3 Y ry �t �y �� POND BERM PER DETAIL 555 ---1 255.9 FG �411/. 'gimp-.` Ama / WATER QUALITY POND OVERLOOK _ �, • o - - - �•��'`>` �� r��•��- 1 • 11 • .[-mow ,�, - -- _� 263 `` •I�, M r ., \ �I I 1 / ` SHEET D3.05, AND PER THE ^ ` o ( �."'�' o ` " \ GRADING PLAN ENLARGMENT, SHEET L3.02 en -\` M� - ^ - �� 262 L GEOTECHNICAL ENGINEERING I I253.8 TW 253.4 FG 0.4' ` \� \ \ \ - �✓ -•z61- �, _\ Z - J �7 Jam' \ e" w / a /I� I _, OVER EXCAVATE POND 12" AND FILL _ ti / o- -" \ l�_ PROF REPORT RIVERSIDE AT 1 x \ \ ---. bti ( - n tib �� , I d �It SCHOLLS MEADOWS DATED tl 1 ) \ WITH AMENDED SOIL PER "REMOVAL, �' _ �260� �.� `� x----_ _ - - -- J1 I '1 I� I �-.��1 r `� J + li F FEBRUARY 26, 2021. `\ 2521 \ 1 I } STORING AND AMENDED SOILS FOR / - "-- -- - - \ \ - J f -- - \ \ / f _,.-...=-„..... tibo J/ I 1 \� / ' �y‹.CEIN-i- 4%),FN \ CAST IN PLACE RETAINING PLANTED AREAS" NOTE ON SHEET L4.03 - - 259 -r-'-`--26� / l / I s84963PE � \a o \ \ ) WALLS ALONG MAINTENANCE -_ -/- 1r. �6, / (\ / /> \� // - �`I I \ \ \ -"<_ \ ACCESS PATH TO FLOW _ ` •`- - J- - --`- �2s8 \ �- •.� tibo- --� 1 Q \ I \ J J / 1 / I II �� "�"� a� o OREGON O\ \ SPREADER,V/ SEE CONCRETE \ -./- l ( \ I ` /l`J/ �ti'°1 ?`r! )I \ / (� ch 13, \ / \- __ �2s \ ALL DETAIL ON SHEET \ - x 1 / I �� \\ \ �`/\ � D2.03 AND GRADING - � - - - ^ \ /_� � -�_ ` s \\ �� - ..� � �---259 - - � ��b \ \\ 1 / ) /1/G �P \ \ ( \ ( INFORMATION ON SHEET 311. 1 - '� f/ \ \ 247,'' - - - _\ \ ` \ � _ �� _\ I 7 ( f t ..� -� \ \ \ ~- \ �� -25a.� I \1 \ ti �\ � U EXPIRES: 12-31-24 r , -r- /\ ,,/ Y 1 Z1r / I T \ \r 1 \ \ \ 1 ', -- - - ,- ^' � L^� �� \� \ \ ' JS C' N' 1 \\ II hI 1 il --- \�. \ � . \� � � �-�. -/ ,/ /- -�- \� - ` \ '� I - �, � \\ \ 1 ,I /' � \` i 1- J f/\4 � I II GRADING 270 - 270 LEGEND GRADING NOTES PLAN u STB OR BAKER REJECT ROCK _ -I WITH 20% FINES (MIN) LOU -LOCK + LOAD RETAINING WALL TO BE BUILT PER 280 EX 2-FT CONTOUR - GEOTECHNICAL SPECIFICATIONS IN "RETAINING WALL EX 10 FT CONTOUR 1. FOR EROSION AND SEDIMENT CONTROL PLAN SEE I DESIGN AND CONSTRUCTION RECOMMENDATIONS ESC PLANS. o OP OF T BERM. TOP OF WALL RIVERSIDE AT SCHOLLS MEADOWS" BY GEOPACIFIC. 187 FG 2-FT CONTOUR 0 260 LEV=258' 260 GRADE AT SIDEWALK I PROPOSED LOCK + LOAD WALL NOTES, THIS SHEET, AND LOCK + 2. REFER TO GEOTECHNICAL REPORT PREPARED BY ' i� VEHICLE FALL PROTECTION TO BE 185 FG 10 FT CONTOUR GEODESIGN INC. AND DATED FEBRUARY 26, 2021 o FINISH GRADE 270 LOAD MSE RETAINING WALL TYPICAL CONSTRUCTION 270 7.01 TOP OF POND WATER DESIGN IN C00 DINATION WITH ELEV=256' CITY OF TIGARD AND DETAIL, SHEET D2.03. FOR ADDITIONAL STRUCTURAL AND COMPACTION 0 ' - - BOTTOM OF WALL GEOTECH ICAL ENGINEER PROPOSED RETAINING WALL REQUIREMENTS. w - 43.00 BOTTOM OF POND GRADE AT FG OF POND l 3. SEE WALL NOTES THIS SHEET FOR RETAINING ,, 250 �� ELEV=252' 250 NOTE DOES NOT SHOW WALL BURY I o WALL INFORMATION. '1 ELEV=252' JJJ___ a 3:1 SLOPE GRAI► 260 -.s - 260 ABBREVIATION LEGEND: z 3' DEEP KEYWAY I7 17.1011111.11) � 'POND OUTFACE FG = FINISH GRADE SURFACE CONSTRUCTION NOTES PACIFIC COMMUNITY DESIGN Q 100' FLOW SPREADER 240 240 �, BASED ON OUR REVIEW THE GRADING PLANS ARE IN 0+75 1 +00 2+00 2+75 250 250 TW = TOP OF WALL ACCORDANCE WITH OUR GEOTECHNICAL 12564 SW Main Street TOP OF SW = SIDEWALK RECOMMENDATIONS. ALL GRADING SHOULD Tigard, OR 97223 SECTION A-A 9+7510+00 11 +00 12+00 13+00 14+00 15+0015+25 CONDUCTED AS DESCRIBED IN THE FEBRUARY 26, T 503 941 9484 SLOPE PA* SW 2021 GEOTECHNICAL REPORT FOR THE SITE. [ ] HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' SECTION B-B TW LOCK+LOAD RETAINING WALLS SHOULD ALSO BE [F] 503-941 -9485 LOCK + LOAD WALL NOTES HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' DESIGNED AND CONSTRUCTED IN ACCORDANCE N WITH RETAINING WALL DESIGN MEMO FOR THE SITE. 1. WALL DESIGN PER GEOTECHNICAL MEMORANDUM CUT OR FILL SLOPE PROJECT NO.: 144-001 5 "RETAINING WALL DESIGN AND CONSTRUCTION A BY: JAMES D. IMBRIE, G.E., C.E.G. Q RECOMMENDATIONS RIVERSIDE AT SCROLLS PA* TOE OF TYPE: CONSTRUCTION FG GEOPACIFIC ENGINEERING, INC. On MEADOWS DATED NOVEMBER 11, 2021". LOCK + I SLOPE a LOAD RETAINING WALL DETAIL FROM REPORT REVIEWED BY: PRE 3 SHOWN ON SHEET D2.03. III-I III I-I I H/2; 2' MIN. '=11i-"' Q o If 20' MAX. 0 2. VEHICLE FALL PROTECTION TO BE DESIGNED BETWEEN BACK OF SIDEWALK AND TOP OF WALL. NATURAL OR BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, 1 05 SCALE FINISH GRADE o DESIGN TO BE COORDINATED WITH CITY OF ` AND SUB DRAIN ELEVATION ARE NOT SPECIFIED BY THESE 50 0 25 50 TIGARD ENGINEERING AND GEOTECHNICAL H J * PERMIT AREA PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. m m ENGINEER. CUT/FILL SLOPE DETAIL BOUNDARY 1 INCH = 50 FEET z Riverside Homes 280 EXISTING GROUND 1 I I 280 L.Li o — — — a 1ST SUBMITTAL: 9/13/2021 LOTS 3-5 - J LOT 24 LOT 31 — — — LOT 38 > LOT 45 LOT 52 LOT 60 a LOT 67 u o a > a > w I E- „ 2ND SUBMITTAL: 1 /27/2022 J 2:1 a — — _ o a 5:1 SLOPE w 3RD SUBMITTAL: 3/24/2022 270 — a - SLOPE ��Z - - - - - - — �� - - ._ _ - - I- 270 = N. � � NI - - _ — — - - - - - - - - - - 4TH SUBMITTAL: 5/5/2022 ,I LOT 9 LOT 13 LOT 18 m ce a \ a N W-• ��0 5TH SUBMITTAL: 6/14/2022 �n — N w ce � � ti _ tl REVISIONS cc 260 \ — �_ _ _ — —_.- — — — _ — _ FINISHED GRADE N 260 NO. DATE DESCRIPTION 1 250 250 0+00 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+0013+25 SECTION C-C HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' LOCK + LOAD RETAINING WALL TO BE BUILT PER GEOTECHNICAL SPECIFICATIONS IN "RETAINING WALL DESIGN AND CONSTRUCTION RECOMMENDATIONS RIVERSIDE AT SCHOLLS MEADOWS" BY GEOPACIFIC. LOCK + LOAD WALL NOTES, THIS SHEET, AND LOCK + LOAD MSE RETAINING WALL TYPICAL CONSTRUCTION DETAIL, SHEET D2.03. AS-BUILT 270 270 3:1 SLOPE— 280 280 DATE SEE CROSS I APPROVED /CRAIG LARSON LOTS 11-15 — ~ — — u.i SECTION A-A LOTS 28-34 H ON SHEET105 J - - - - - - - w L 260 ` — `oar — FOR BERM 260 — \ - - - - - z DETAILS / o 2:1 SLOPE 270 FINISHED GRADE < — — — — 3:1 SLOPE 270 / EXISTING GROUND Z ~ TRACT H , _ _ .cc EXISTING GROUND N FINISHED GRADE ,\ — RIVERSIDE SEE SHEET 311 FOR SWALE �— 250 250 - AT SCHOLLS 1 +00 2+00 3+00 4+00 5+00 260 260 1 +00 2+00 3+00 4+00 5+00 5+50 MEADOW SECTION D-D SECTION E-E HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' 0 PROiers \ �OINFF *84963PE 280 280 0„ OREGON o 280 - 280 oh 13, 4/0 L. LPG 0 LOTS 56-63 ,,, w as EXPIRES: 12-31-24 z LOT 72 o ce 270 J u 270 TRACT E — H — TRACT D — U \ \ H 2:1 SLOPE 270 EXISTING GROUND FINISHED GRADE p 270 0 — — _ _ FINISHED GRADE 3 — — — - - - - - - - � - - - _ /-`� — EXISTING GROUND - - - - - — � - - - 260 260 - - - - - - - / 3 GRADING 1 +00 2+00 3+00 4+00 5+00 5+25 260 260 1 +00 2+00 3+00 4+00 5+00 6+00 SECTIONS U E SECTION F-F a HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' SECTION G-G o HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' N O T 0 0 w w et I I V) 0) 0 Q \ftumeg$011..�1 0_ Q PACIFIC COMMUNITY DESIGN 12564 SW Main Street Tigard, OR 97223 o [T] 503-941-9484 , [F] 503-941-9485 U) , PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 0) c 2 0 O 0 0 v v 0 1 06 a z 'n II X IIIII i RI ' fl 'i I _ _ EX SSMH # " Xx R Riverside Homes x r EX SSMH EX SSMH ii 1. 1: `#SS06D087, SSMH II #SS06D082 L 1� #F1g �I■■� #SS06D080 • �� ii tobA- II 11 1 er ° ;� _ _ _ 1ST SUBMITTAL: 9/13/2021 I °�� o o ■°■urn :I� eI. SSMH �0 5. ss \ :11 I i 'C,` F — I�r��l1 2ND SUBMITTAL: 1 /27/2022 SDMH SDMH �� 1Ii' �� : , �� 42 #E2 55 56 3RD SUBMITTAL: 3/24/2022 x I .II! o 6 155 H ■�'� a _ I' 1 4TH SUBMw oI Qo 5TH SUBM," 7 x IC 14 - ■■I■, 11 I. 1 - I 43 5 111 o a SDMH . : W REVISIONS 4 r PUBL 1.= , I� �, 58 w I SDLN 3 PUBLI w ISEE SHEET 305 PUBLIC .°� SDLN 4 �I� NO. DATE DESCRIPTION LNBCo w PUBLIC / SS SEE SHEET 306 25 30 I 59 ~ • >- SSLN A 8 SEE SHEET 403 , PULIC ■■II■�I Ij�ii' I' SDLN 5 60 loll " �I� 1� ■II SEE SHEET 307 ■ • I'o I.Awl = ■ ■I PUBLIC 1 2 3 �� SDMH 9 12 1� 19 24 I 1 011 31 38 1�1■ r- 1'� SEE SHE1ET 407 0 1 � PUBLIC �#3A �SMH - I SDMH I�■ SS PUBLIC 61it 74 41 im PUBLIC #B2 M�• 23 SEE SHEET 405 1' SEE SHEET 402 i i 10 PUBLIC MIN moor PUBLIC lig1ESIIN III■■ 32 37 SDLN 2 11 O 20 SSLN C JIIiUI SDMH 1111 H' , DMH SSM _ Al SI i , ■SDMH � ill1iiropimilmfra.,1M- _ �i1.I as #1D 21 #D2 ■ #6A 4s #E 9 � . �i� 3 5 IIMI .SDMH #2B _ - •--�,�' .�� ipoil 34 I !I VSSMH SDMH I If SSMH SDMH I Ili' #F4 1 #2D SDMH so _ #1 F jar) co o �\ t # _ _ j #G1 PUBLIC #7A I AS—BUILT I #2C SSMH SDMH I \iit - • - I - ■, SDLN 7 I■ = \ 64 65 66 70 71 I SSMH #A2 #2A SDMH /" SEE SHEET 309 I DATE 5/10/2023 �� i #A3 #1A PUBLIC / _ — SV�1`GRAND STREET — — — — Sp SDMH 67 68 69 PUBLIC I AppROV CRAIG LARSON ■ TRACT H SDLN 1 - — — — � 1 / �, ` SD \ SD 8„ i'—r SD SD �= �J #1 K PUBLIC SEE SNIFFY 408 SDMH SEE SHEET 301 / ■I SSLN F _ SEE SHEET 408 II . 1Tcr<) 0 <T,. ,,,, _)„1 rj--111 ,r. ........,,,wm, nip.... --..1,7111- 1 ye r- _ 1 , ■ _SDMH - �� SDMH • — SDMH SDMH— - ■■��■■■■ _ _ #1B SDMH C.,:llt A #1Hp■�■■ I ■■■■■�#11 111■ _ _ �.�■��■ TRACT E ■■�#,1 TRACT D ■■A■—■�■I�■■11 _ TRACT G SDMH �1■��■■■■■■ �N■■■�� #1 G #1E '/M -- -NW RIVERSIDE PUBLIC u A \ _............---------- - SD SD SDLN 1 Y SDMH i 1111111111111\ SEE SHEET 302 #9A AT SCHOLLS x ` I I MEADOW ,` D PRoc, is. F,�GINF�G " 84963PE LEGEND GENERAL NOTES: — — — — — — EASEMENT LINES EX TELEPHONE LINE PROPOSED FIRE HYDRANT o OREGON 0 -Ss PROPOSED SANITARY SEWER O PROPOSED SANITARY MANHOLE7,5 EX FIRE HYDRANT �h ‘-1,1. SANITARY SEWER TO BE 8" IN DIAMETER. 13 EX SANITARY SEWER EX SANITARY MANHOLE ra PROPOSED WATER METER q/ SD PROPOSED STORM DRAIN • PROPOSED SANITARY CLEANOUT ® EX WATER METER 2. WATER LINES TO BE 8" IN DIAMETER. G LP I- —X5D EX STORM DRAIN EX SANITARY CLEANOUT ® PROPOSED WATER VALVE EXPIRES: 12-31-24 W PROPOSED WATER LINE • PROPOSED STORM MANHOLE EX WATER VALVE XW- EX WATER LINE EX STORM MANHOLE •4 PROPOSED BLOW-OFF XG- EX GAS LINE ■ PROPOSED CATCH BASIN EX BLOW-OFF -XE EX BURIED POWER LINE EX CATCH BASIN O PROPOSED AIR RELEASE VALVE XOH - EX OVERHEAD POWER LINE 0 PROPOSED STORM CLEANOUT EX AIR RELEASE VALVE XCOM - EX CABLE TV LINE EX STORM CLEANOUT t PROPOSED THRUST BLOCK COMPOSITE UTILITY PLAN U E a co 0 V c7 CV 0 N O T O 2 O I Pill Pi D PACIFIC COMMUNITY DESIGN 0 U 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o <!-, "ii> REVIEWED BY: PRE CD c 2 0 0. SCALE 1 07 v 50 0 25 50 v o MI I• MI 11 a 1 INCH = 50 FEET 2 i x --Alf \I\ Ai \`� X • • X . . • I\ /IPA# ° • r,_____, _ .. . _ . ‘ . (0. R Riverside�` Homes . 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 • x g ..� # 4 *• ° 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 ►��p��;��;�00;�;�;�0;�1 5TH SUBMITTAL: 6/14/2022 .............. ►oo• — REVISIONS i�� _ 4 � III r �� °° e v 1 I ' ` o"b> ' 0 NO. DATE DESCRIPTION L‘ ,;., x 4, 1 oat Leo i . !� a @ I o o° TREE STAND 1 / y 1 oo i7° AREA = 124,825 SF / \� �% �' 1::,,:' ♦ ev TREE STAND 4 Ifi \./ w o' oo AREA = 11,477 SF I�`� r �.d� .e>4 MAPPED SIGNIFICANT �� P°v$ �1 �P I �o e TREE GROVE�� v- +..� oo i`a of 1 I 1 .� I\\0 1 °� of 1I % \ I I [o LOWER VALUE HABITAT '�D ° AREA = 302,977 SF J, ,\`' � \II" , • ** • % I I �o° ° °° 4 ��`''� / r SEE SHEET 17.3 i * * . a r (• `ff .. . I` v,il1MI , � SEE SHEET 17.4 ,°° ,v.,„ v . o. ,, __ o� VA As_BuILT j ci al n� I �� 401k °oo<000000<oo:o>°00000>0000 ' _ °°°°°°>...°°°°°°°°°°oe.e.. DATE TREE STAND 2 ! o. I °� O oo°o° ° ° °o>°°° °° °°°o%o°°o°°�° AREA = 68,010 SF • o .� �,•: _ I CARBON __,.• •....•..b-t-!AS• ..• 4.. 1.... ��v i <. • ,, C RAI G • SEE SHEET 17.2 •/ °° _ � I "'` / � Pi \� • * I• TREE STAND 3 I iiiiC3 * * • it \ AR - 0 SF�� ` . 0.. ` \ t \ � \ r EA 1 8 f 4 1 s .. .. i C 44 4, �y le W1/417- yy 400 ��ss^^��, i RIVERSIDE htr .tt Ilk— 101 .... „„„„ ...„ p � .-a.— 1 . P % ,, - i MEADOW (lN 7. �11�1� :1%4;4'1:1 mac / �c y V` I/- Oa— V�i _ / _ _A 1 , .,;u,.- OJ V\\i \I/A//i I", .., ".' Is- 2011 . im \ / \��/ !k\)1 :/IN. I `,72ry N— - \\-- �1\`��„4V ` / ), ,��1` 0`0 //� '` _ 7a ��1 s ::7 _ _ • - o- o- o- o- o- o- o- o 0 0 0 0 0 0 � o 0 \� A t 0 r- -r-v--- - -4.iwr'- -t-r wr wIrOwlr-w-w(M I-!TT!�`-�I TI WIC • •�'. . . �. . .__, _ - t� ��.��.�� o�v�o�o��•�O�s0is0 aTa� ��0--r -��F...[_- [i�[I Iwas,I�lb,I�ii,I I X O PROFF�'(+ rsst\) I NFL,-"/ts, 963PE �� LEGEND ` ' o OREGON 0 E. DECIDUOUS C , °6 13 , CONIFEROUS G L. �- EXPIRES: 12-31-24 X EXISTING TREE TO BE REMOVED /.-- / DRIPLINE OF EXISTING TREE OUTSIDE OF - STAND BOUNDARIES -- ` -- TREE PROTECTION FENCING THE E c.0\i- PER DTL 1, SHEET 17.1 TREE PROTECTION SPECIFICATIONS 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT P R E S E RVAT I O N 70824 TREE NUMBER THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. THIS IS APPLICABLE TO TREE #71690 PLAN LOCATED NEAR THE SOUTHWEST CORNER OF THE PROJECT SITE. PROTECTION FENCING SHALL BE INSTALLED AT A MINIMUM 26-FOOT RADIUS FROM THE PROTECTED TREE PRIOR o FENCE SHALL IDEALLY BE MAPPED SIGNIFICANT TREE GROVE TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD REPAIR UNTIL WORK IS00 LOCATED AT THE OUTER o COMPLETED IN THIS AREA. PERIMETER OF THE CRITICAL co jinn . . Il TREE STAND 2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL ROOT ZONE. SEE TREE o PROTECTION PLAN THIS N 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER DRIP LINE P LOWER VALUE HABITAT STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE SHEET INSTALLED AT THE EDGE OF THE TPZ. 0 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS 8' oi) METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. I TYP w 4. TREE REMOVAL. TREES IDENTIFIED FOR REMOVAL THAT ARE LOCATED ON PROPERTY n n n . n n n, N BOUNDARIES AND OFF-SITE IMMEDIATELY ADJACENT TO THE PROJECT SITE SHALL NOT BE 3 REMOVED WITHOUT THE ADJACENT PROPERTY OWNER'S PRIOR WRITTEN AUTHORIZATION. o ILi, , MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION THE PROTECTION FENCING MAY BE TEMPORARILY OPENED AT TREE #71690 FOR TREES PACIFIC COMMUNITY DESIGN c, AND REMOVAL SITE PLAN MEETS THE REQUIREMENTS IN UFM #71562, #71961 AND #71692 TO BE REMOVED. THESE TREES SHALL BE DIRECTIONALLY CRITICAL ROOT ZONE 5' CHAIN LINK FENCING. FELLED USING CHAINSAWS (NO TRACKED MACHINERY) WITH CAUTION TO AVOID DAMAGE TO BE PROTECTED 2" MESH CHAIN LINK OR SECTION 10, PART 1 . TO THE PROTECTED TREE AND THEIR STUMPS SHALL REMAIN IN THE GROUND. LOGS AND WELDED WIRE 12564 SW Main Street WOODY DEBRIS SHALL BE REMOVED FROM THE PROTECTION ZONE AND THE TREE SECURED TO 1-1/2" DIA Tigard, OR 97223 o PROTECTION FENCING SHALL BE CLOSED ONCE TREE FELLING IS COMPLETE IN THIS AREA. 1 TREE PROTECTION DETAIL STEEL OR ALUMINUM POSTS [T] 503-941 -9484 v , 5. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE 109 (NOT TO SCALE) [F] 503-941 -9485 Z MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE _c PROJECT ARBORIST. co - 6. STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS PROJECT NO.: 144-001 5 Q OR EQUIPMENT WITHIN THE TPZ. TYPE: CONSTRUCTION 0 7. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE PROJECT ARBORIST: s, MORGAN HOLEN, CONSULTING ARBORIST LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREEREVIEWED BY: PRE PROTECTION MEASURES AT LEAST ONCE EVERY OTHER WEEK WHEN WORK IS ON-GOING 2ISA BOARD CERTIFIED MASTER ARBORIST (PN-6145B) NEAR THE TREE PROTECTION ZONE, AND PROVIDE WRITTEN REPORTS TO THE CITY MORGAN HOLEN & ASSOCIATES, LLC. ISA TREE RISK ASSESSMENT QUALIFIED FOLLOWING EACH INSPECTION. 6 8. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST MORGAN HOLEN, CONSULTING ARBORIST DATE: SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN SCALE [P] 971 -409-9354 50 0 25 50 AND PROTECT THE REMAINING TREES AND CONFIRM THAT NEW TREES HAVE BEEN � � 1 08 � , PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. [E] MORGAN C? M HOLEN.COM i 1 INCH = 50 FEET z 4 a L _ 7vG / vv / 7 V, _ !. _ _ ........ _ , ,, ,, \ , . a a a a a a a ,„ ,„ . . 1 G vv y 71616 , 7v� I +70930 � vv 7v � 264 itiq II:. A itiviv v / s /A 1716 7VG / vv ° ° \ ,. ►60,, �� r - - o` 1 _%/ - - - I Rii3 1 HtlI1 S 11 \ 716 Dpv � 71619 ' / \ I, v v71613 W 7" 1 / D I / D v> D>pD G'>DDv v>p� v71609 1� e Dp, v °� 1ST SUBMITTAL: 9/13/2021 �k��; .it i,-;71601 v v > I \ / ' v v D D_ =71614 �� -•�. i \ /� v v — — �� ° ° 2ND SUBMITTAL: 1 /27/2022 r 71603 �s- ,/ 70931 °° I v �730002 d' �� =71611 \��i�._4.4.•_,:.�1_ \v p p. v ° v v' • i71615 =-- �-�.". ;�71604 p v v v I 3RD SUBMITTAL: 3/24/2022 �'1/1 71 +� � • ��716�02 .1 >p D vv� \ / \ v v D ID v ° 4TH SUBMITTAL' 5/5/2022 C 612 till�i >D D.v v \ / / \ v v D D D D°o v 5TH SUBMITTAL: 6/14/2022 171606 �' �• >DD' vv \\ // I 4709321 Ivv .pD DDCvvI ° v D. I i oo \ � — _ // / VV I>, DDD°° LEGEND REVISIONS D - r' 77' 777, ' DECIDUOUS ° - > ° ° \— / V v D ` v NO. DATE DESCRIPTION v vv \ V V vv vv ° ° ° ' vv vv ♦ °• v v o o V o CONIFEROUS vv \ Vrt-- �6� .�,• Iv v ° °`I ° ° • `/ `` vv ►%�� 262 v °v v °I x X EXISTING TREE TO BE REMOVED . + , d p�1, v° / vI a vI / / DRIPLINE OF EXISTING TREE OUTSIDE OF i, ° bti v. . vv � �• ° D °° ` ` STAND BOUNDARIES lif I v v p D v v, - , I o'i D. D o°� C:) PER DTL 1, SHEET 17.1 : < � vv 7v DD vv DD V / \ vv �7v� ill 71598 p D�v°v° / \ v v 1> 7o° I 70824 TREE NUMBER D III D ::::::N1FICTTROVE I933 ) vop . pvv\: J / vvI I' ° 7vG vv DD.• Dp7v ° I ' ool \\ // I v>I> >l>VV � � � � � � 71596 i1 I; d 7VG D vv I � 471597 a vv �� _ _ // vv Dyo � �� vd AS-BUILT 71595 a D D v o �V v v �� ,� / _ � � � Dpvv 7VV VV DATE 5/10/2023 ,vv vv vv I��V7594 // I /i ��V�\ DD vvI vv vv APPROVED CRAIG CARBON \ DD v v vvDD� vv lrf /a / ,� \ V V v v D DDIY v v ��: .� I / \ \ ;,I I� vvpD pDpvv ' fir.. .,�71593 / v v D D D v v l �� 4�� , I l ° \ ,v v D D d ?IA�� 4�1� I 260 I ,r' .471583 d vvDD �Dp vvI 1� �p�� I I I vv D DDCvv 71589��•/�t�l�, �.71584 � a �� .>D v ice, 471591� L / � / � _ — _ oo RIVERSIDE Q.z:,�1 '' `:' — ' V , V V V V V ° v v V v 7 V° • '7 v v v ° v° " •' \ d ° / ° a\ / 4 ) Vr.. �',,. �'715907v vvvvvvvvvvvvvv . vvvvvvvv _ �J _ d tt �,, vvvvv- vvvvvvv / ii,., -. 15 � � - - - - - � / / d d / AT SCROLLS %r 71587�//AEI.4 ♦ �,, - - , J/ a d — _ — — e a — d — ° MEADOW I //* I 71582 1111111114111111114ft.„,__ —// ‘�.rf11 ® I z6o /4; \ ° i / \ • \ / TREE STAND 2 71500 4 \ / AREA = 68,010 SF \ / '\/ ° a m;r;t �� fir— / 44 71579 '�_ I�I a �° _ — �qp d C d a a v 6'� / \ a � �. 'i_." - r= . ^'— - — - - _ - -3 4,r atF' _. _ - ._t__1_.q I 7 / T� (4 nyv PR h(:, 71578 �=71580 -� BIM 1.1 _ _ _ , _ \V C')V - \ // / \ c�GINFF;/ ad 4 rTil Fr1 71577 ' - iis . so 0 _ dad d ° a \ ��70858� 730001 71581III I `1 _ Id1 s48 r r dr r r° a is r i a I n a ;_n * ' d "-r Y 1_ 1 I_i 1 t° t d \. Q7 I\� ~ • — __. _== . -. . - - t— _r_r_rr ° / o OREGON . � \v � � � r I--------------------- ----.!-_/ I a / / oh `LO / \I 1 71572 �,' * //�/� �70892 4 �'� . 70894 �`, EXPIRES: 12-31-24 t 71573 70896 �71576 X71526 � � 70859 X70857 4 'N/ • 71530� C1502 fir. 4 ,,� - D D.�-- 71501 �70893 /�/� ti �e • �,. D� �D �71574 tart4- 71531." '71525) 71503 �� /:1y70895 �/ 4 ,., �� p D D D� � 71571 71549 4,1' � �� o D t 71533' ' 70898 70897 ,,,,,,,,,,,,, , V t 71552 c 71548 r► 4 II; =71527 TREE 71566 1 i, /� ��' 70888 �'71550 J t ti 11'��4wJ ��,/�. '�70852• PRESERVATION 71567 `� ti 71547 i�,� • 71528 ' 71569 i� 71551 A *IL.. /�m:iri 0899 N,r,° �i�� .� �� 1524 � *860 = :.70853u d � 71556 71529�I�� Ctie-�_ , �� ,�� •� 71554 71546 �`� �� 70887C40861 ' ;��: E 4 .. �.� pfVI rrii, 2 ip+ z �S 71532 �� j�� ,/ d 8* 70854 ��\`•,,I�70851 o *441'i...1565° — ��♦� 71570 =. - -.- ji 1553 h 71523 i \e, �cr',". ' 254 71535 �� A �� . 9 ' _70890 �' �► �� i N —— _�_�a:' 71521 171504 JAW 70862 70856 /'� ♦/ \ d 71557 N ma �� -�71545 256 -A 2 i 70886 itiii `�/\ !lfi� o o J L/�� t � —?5R ��,,. 70855 �i a 71568 ,171559 -- - ��/ co ° +71563 �A ��71544 �`�� 71536etr: � � 70848 N : 71564 �� 71561 t ,/ �' : 71537 520 71522 7oA10111."---1 �'�,A71558 �'�71542 258 w�e�� ° d° a d d 1 - L/� � R aIC�� I d d o d° d a '70863 _�3 \\ w 71692 R�" 3 =71543 � 71510 70885 70871mili,`70846= 70849 7083`` 71562 N / — 71519 _ , , 70880 70845`�� • iQ 2,. 71540 /I►r 71506 rrilft"-470843‘tti � �;� - i _ ft �� 1�'_�� - ♦ 70874 70870 '_ % '70847 cp �71560iv =71518 il �� I�� '3 71689 �s r_•, �_ �. �� .r 70884 ��„ 70844 =70836� 1:r\oiumst..""'-'-411qD )1114 1/,. _ ,re., 1 71511 !/� 70878 70869w 1 \�?�►, -- .1 -• �q10 A25 F- ; `11 �?�11, 11 70883' Ir �'��, ;, ;70867-T-, .. �� /�� '+"�I►�--,i-r�. PACIFIC COMMUNITY DESIGN _ 71505 I� _ •70840 70837 1 � � � i% ' , � � ti 71694� � r �+71539 � ��..�'�!71508�a� i �'r/ '� — � II - •�..� ;. �♦�pr�� _;�_o �� 5 \�� Q��'� ��• ��1V��,�� I��IiiroKillir. 708 �� 70841 1 lcy*'►�l i. _ \\ �� - 71538, `�,� �71512 , �� _�>�`�G�i . -70842 7_08354 12564 SW Main Street 71690 I �� .171517 CIF 71509 �� 70882 P. ,�� 7 ♦�� . 70876 i ��i 0834' i',o71541 �� 71507 70881 ��I _ — � 1 , '/ Tigard, OR 97223 - / gul�.kv'= =71514 70879 I' 70877 ! �� - >- �� 7 �� i [T] 503-941-9484 \ �./ ,, �� 70868' i 70839 70832� N [F] 503-941-9485 71693 �/71515 4 71513 \ / 4kIr. 70875 ' 1 �� I \\ v 70865 �/ / \ \ / 71691 l / / \ �N \ / / \�, U 70864 �� U 000L ��o \ \ , • 44171516 O O O O O/\� /� ��/1 I PROJECT NO.: 144 001 L L L L t > TYPE: CONSTRUCTION CD (ii) REVIEWED BY: PRE c P_ 0 0 09 g SCALE v 20 0 10 20 i o 1 INCH = 20 FEET z - -° ° ° _ ° c_/ vv = vv vv 7vv ��70936 1 vv ° ° ` v7 vvv Riverside Homes I vv vv — vv / / vv / p vC7o ■ , cpC 7° G / v v D>D v v 1 -70709 17 v D>D 70699 D>P p p vv vv D D 1 Ivv'>DD > ° v � ° p>p �� vv >� ppp,va % �� ' ' >> � 470701 1ST SUBMITTAL: 9/13/2021 v v' yb� D>Dp v ♦� 70706�� 70705 �'/1 70702 7 >p> v v A L� „,�� R�,� �)�� 2ND SUBMITTAL: 1 /27/2022 v v �C ' > o° i; ik\Ati40"; �� ,,,1��o�o0 3RD SUBMITTAL: 3/24/2022 v v/ :� �i 70713v v DD ° 70703`.� �1r�� 4TH SUBMITTAL: 5/5/2022 p 70707 � i v VV D D C7 v �70711�.,, -� Ivv p , 7 �.�`,\� �. ��`��I�1 5TH SUBMITTAL: 6/14/2022 1 v v v v p>• D>D°° 70708 'libm 70710 707290 7071 z REVISIONS vvC >p"7v , ♦ — <n i ° p ° •TREE STAND 1 ♦ �'1►�� ' 707�� NO. DATE DESCRIPTION v v p 0 v v v v p v AREA = 124,825 SF ♦ —is70733.�i avian,= 70731 1 70728 7 V 7 7 v� ♦ 70732 vv vv �s 7vv 7vv */ 70734 i��: 70735 I V V V V _ 70753 / ., 70752 70750 7v7 7 ° ° P. �ql Ivv •` • o o I ,�• �Io`, "4 70749 / 7 V 7 7vv 7 vvv>> 10 v v �� `,.. A V ° ° 70751 +��►•�i 70758 vv 70755 p ~ v v v v I70754 i��;'� 7075 vv>pD oo- �� 7 V 7> p •p D v v . v C7• . 7vv >> >ptvv vv . >p 70757�1u vv p> >pbvv It C7V,. >D 70769 > �� 17 v v>>> D> v MAPPED SIGNIFICANT TREE GROVE a v D> p>u 70768 p / vv ,L. C7C7 D , i oa >> vv I Iov ; >> vv D ( 826 I vv>p> >pI°V V • Ivv . D. p>r C7c70773 vv>>p >p>vvC1 �70793 °`�> , >D v J I v v'� >p> v v a 70792 ' ° >D !70790 ' ' '' > pV V 7 • • I .'- AS-BUILT ° �D / ° ° >pD °°1 Ivv >> � L � D.70803 � � vv.,,.. �avC . 7vv III vv • vv vv ' Vv � - 7vv N v v ° ° �� °° DATE 5/10/2023 vv avC . • 7 v ° r 70804 �' / AppROY CRAIG LARSON vv vv .♦ / :70791 ° ° - LEGEND vv vv 'vv � � � � � � � � � � � � � M � W 4470794 7vv° _ =70801 Ivv is '70795 7 v ° 70800 J V I°°` � � ■ ��` � ,�� 70797 Ivv I DECIDUOUS vv, D ; �vv ov p D ; • ,>>v v I • 1 70796 ��►_70798 „ '70802 p- S >>7 v J ( 7i .y 70500 CONIFEROUS >>Dvv 70511 RIVERSIDE p • � ! • � . 1 � 1 � I • � l � 4112 ' 0509RR70510 k/Iy� Y 70508 ilk. x X EXISTING TREE TO BE REMOVED 1 vv /t ♦ pp �� ♦ Z� �70514 70515 70516 k 11 �/ \ AT SCHOLLS v o D D` v°v1 70541 70539 -70538 -70537 �70536 i70513 V 7 70520 70502 70474� 1 / / DRIPLINE OF EXISTING TREE OUTSIDE OF I7 v S D D I ♦ � -7 v o /, 1�` -70519 ♦ ` ` STAND BOUNDARIES v v,> , I 70540 70534 ;70517 7 V N 0.p *\ D N C> v vv �a M 70533 -70518 1 �70521 �' ` / � � MEADOW 7v v p D e v v �� p70529 V o ° °, p - p p r v v �4� / ��, '� a 70535 �q 70530 v v' 70525 �� .►� =70501 TREE PROTECTION FENCING ° " > > v v 70543 1I,� �j v v PER DTL 1 SHEET 17.1 v v � >D w v• ;�11%�I 70544 ` i,�,70527 - v ,1 7 ° ° 1 >p v v t 70531 1��` ` v v• 70524 70522 70503 v v o D>w v 70548i - =70528 17 v v ' . I> v v I =70542 70547 70551 70532 ! �70526 � 70824 TREE NUMBER vv Ivv 70545 =70546 0547�� 70550 70556 70560 ,1 -Ni.,"( �� ;70504 1 ° � ��\1 s��A11/' 70553 ifs! '7��,— /, '� �1// ifs!70555 70558 170562 70523 MAPPED SIGNIFICANT TREE GROVE 70581 ��II/�111� `11rg.rf7m� •ate► �/ vvv'p D I 70583 4 =.....4 70579;70578 r 0575 wl°1�70552 11\ ��t 11 ` p �1ill 70582 �� 70561 TREE STAND �� v v > > �� 70554 11�' v v p At ♦ 70587 70570 70557 k. �� GIN "� ° v v D p D I '�^�\,',� ` - =70580 �� 70505 �� FF,Q v vp D I > : =70585 !1, ii �� 70574 s V 70559 70568 - 84963PE t -70589 �►- 70564 > v v p p 70584 �"o- 70577 70573 '70566 > r =70586 .70572=70571 > 41 v v I p' 70590 70576 - 70569 ` D>L q� I °v v s _ > - 70588 70610 • I. 1 =70567 ° ° o OREGON , v v w `\11'� - 70615 �1 70 i09 70605 70604 =70565 =70563 J J 1 0 ~ h 13, O ' 70612 ► - 70620 �� .' I .� ?7061 ;70614 `� �� 70608 ;70607 ♦Nr . 770603 70600 - :70591 v` 70506 • 70606 70602 70599 70592 \�� /C L• \-p ' d =70616 .� 70621 ` VifL �• 70593 �' 70619 D0-� 70622 �'� I -,�►� EXPIRES: 12-31-24 * 7. =70662 70660• �� 70. �► ��777/ eih`N0601 1 ;ii. =70597 a 70596 70595 1 0 ° Q\ ° ?6 • VI 70661, i ;70657 1�"�1 70623 70624 _70625 17027 ��i 70594 71046`� 8 / =70654 I �w % , �� d ° a a `i �' 1\ �0659 /71004 70658 �'�� 70651 70649 ' ��'� A�`I/�WA C- 70629 71002 \\�/ 70653 - a� ' 70640 =70 630 ° - ;71003 - ��` r„0. =70644 70626 _��►� ° ° a ° ° ° ° ° • $ i11�� 1 ' 01" 70638 70634 " * 70656 70655 r� 7064879 70642 • _,,,,_ >D 71001 70652 70645 �1�� 7063 70631 �� 70643 /� = ' 70650� �` p `� ' 70647�� \ 70628IJ 170641 70637 TREE p> �, 706461 Al* 70633 ... , 268 71005 �68 70636 PRESERVATION ' 70639 ,ram• 4 ' \ 71043 r ,44 i 14 I �� 71035 * • Q .�►� ��'•• i i � ' 70907 PLAN N � ��• ° 0000° �� 1r,� 710171 �710421041 `` IN si ° ° ° ° — — — i 711i1� 'i 8/ /A;.00(...7'' 'frik.i r 71040' a ° ° ° ° a °` ° a ° �I 1006 ��`� .,y 1015 � �� I1 �� -171033 � ��.� ■ i � • � � � � � � � • � � � � � � � � � � 1° 471057 • 1I • S 71021 44 71029 1018 ° ° 71034 `.,' w ° ° ° , �g °a °' Al ' \;,,,,,..,,„,.. .. .. .„:74.0.......28,1,11:7,;(„..ii, �71031 ° _ `\ ��rjr70906 w 70828 71014 . ,A � , 1710191-i�� - 71025 ��,� �.�� -:i//� ��►Q�z'70829 71065 Iv 1 ' ' 71009 ' �' ` ' s- 70827 71058 71056 71051l�i:�� r22(u�► 11r�� 7�7�,�� 71030 1��'��!�� ' � 71� 1:\........0---4111q0 73) 7103. I i�, �71023 �J �� - .�t1')' ♦ t��Ci 0 A PACIFIC COMMUNITY DESIGN 70831 ��__ mi =710 41 53 71010 �� :.�..�11�� 71062 �t� , �� a,`71066 /'y�•�� _ � A.044.. _.��r `��71054 ��,AWN[pia "�71050 � � '�!�`h/�' — �� /� �\ ma`s" 1 2564 SW Main Street :°i1„ . f/ N . # _ ro ,,, / liptp... 11..,Alif,:,...a. 1 �� (. �� • i 71063 p��,> ;: ;�� s''. � 71024 71032 71037 -7- L V�I ��V �� 7�� / i.�_,'_, :��ir,'-�• !\ , ; ,k�� 12 71013 Tigard, OR 97223 7106�� J 71060��%` D`'��i�� i�� 71055 *��l� N 170830 71059 ` 710521 / [T] 503-941-9484 [F] 503-941-9485 � ` o1oQo oOGO°C " I --6- DO6oQoQoQoQ ?___UJ\ /(D__U 0UI oOCOC�G > >� 2 o0 gG2 0 0 0 OCOCOCO' __1C,' )0\___4C .1_,0)\___Z/D OCC PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 0) REVIEWED BY: PRE P_ 0 o g _ SCALE 1 0 v 20 0 10 20 4 i 1 INCH = 20 FEET z ■ ° ( 71070 �� 7.1 R Riverside Homes v p 71071 I a70697 $ 1 v v D p.� \ _ / \ v v l .70694 44A/ 70684 70683 ■ * v v t>D.I V / v �e�� 11%��r� v v p D �I 411' i 71085 , _ +yj1074 ° ��71086 71088 r! �� 70692 �� A ;70687 ' v v D p:i #, v vv 1ST SUBMITTAL: 9/13/2021 lc�1P ON I) ��kV- pi 70693 ��j � - v p D�I v v - (: =70695 �.�I� \ • v v p v v v 2ND SUBMITTAL: 1 /27/2022 70716 70685 3RD SUBMITTAL: 3/24/2022 ,1�• �(i,�, , =70686 • v v�i v v v v .70696 I;�.. �� Ids �es:�688 ° ' > C1087 71090 ♦ �I�I �� /l. °v° v v v vv,70698 i� ��r y� �1l . v ! 71073 v . ��71075 ° v 71084 7 70715 70717 �1I/ 0 �� ,� . . v v v v 4TH SUBMITTAL: 5/5/2022 \& .Ai►\�/l�\a� �/_�� ►_-� 70718 170689 I. v v ' >�1 • v • v v 70714 ' ° 'p ♦ o°� • v 5TH SUBMITTAL: 6/14/2022 vv pj vv - ° pD l �a REVISIONS 70723 70724 kt, \ �1�.� �� v v D a s • v v v v 70727 �0, ITW 70721 I�v�� .70719 , • v , DD iav v •v v70726 =70725 �+��c�� / �J .� v-v: v v v11 70722 / „�,70720 • ° a ' V V NO. DATE DESCRIPTION 70737 70740 �4' ��01V�� vv70736 �� / �, �� ■ ' ° ' ' 'oo '' 71076 _ _ i1 o9z 71091 70738 70739 10�/�/�`':J,\\ �4, v° � . — � - 1 1V V v Vt I 70747,�►. * 70742 ' ° V �- / 70748 70745 II 70741 v v 1, v . ` ° v • / 21 N _ _ 70746 70744 70743 j • wv v° '• * , v ' // .•I // \ 70760 1 . v �� 70763 � /♦ v p•. D p v v S 70759" Kink '70764 I ./ _v •. D p ' ° v • / 70767 70761 70762 • p ° , •v, I V • 14A I IR� � ��;. vv ' DD� vv I vv X71077 �1093 70766 70765 • v •' D p • ° ' ' ° • .lF vv vv /Zf 70777 70778 °. � 1 $• \ °v°, \ / 1� 70775 11 70779 70924 �t D , 1' / •v v \ \ o• \ 11, / / i` l 730004 C, —70774 07.- <70776 \ vv 11170925 70921 �. . D' 1 °° / wv \ wvV / \ i TREE STAND 4 70785 707814 1/ 17 • 'I a N 4�•1 • I_ v v — — AREA = 11,477 SF I IFI i1 =70788 =70787 �� =70920 °► • ° �\ 70786 v IC 71094 v • /\ S-BIJILT `1 =70784 70783 70782 70923 70922 vvv o °' — _:708 _70806 70817 v ► 70809 �709171 a \\ /� �•v \ DATE 5/10/2023 70815 70918 11 9� 70926 , ° a \\ o o ,�/ o° \ LEGEND APPROVED CRAIG CARBON 70808 70810 ` a v • / v v \ 70812: <70814 170816 70818 I70819 1 v v / • v I =70807 ` -70916 ' v v o \ DECIDUOUS 70811I 70813 ; V V ��,I $ a VV I V 7 .,44 71095 70822 70821 70820 v miII $ v v • ° I70456 �°v I v \ V V 70469 I '70467 704411 v D I v • V ' ! 268 v v \ o°, / CONIFEROUS 70466RIVERSIDE .A1 N11�� S =70454 70447 70445 �' / o-I, $ a / .vvv \ o° / 11 �� - =70463 a v v v / I X X EXISTING TREE TO BE REMOVED 70468 �� _:70461 70455 ��%a�.-70440 I • v •� ,� 1r,'•r .ly ipwwwf ♦ ° ° ° ° — I AT SCROLLS 70470 70465 70464 70450 `� ` 470442 I v.' ' •v oIvy / \ / \ DRIPLINE OF EXISTING TREE OUTSIDE OF ��.ary 70460 70459 70451 V11(70449 v°°• p •,v •v Y ` / ` =70473; / 70458 70446 70444 • p�", • • v • ' ` STAND BOUNDARIES MEADOW 70472 70471 �` ,k1F,� p. 1 • v ° 0 ��\ 70462 70457 , TREE PROTECTION FENCING 70915 70496 � 70452° =70448 70443 ice• i+ter PER DTL 1, SHEET 17.1 I• ` , 5,70438 1 :, I 0 / ` 70495 H70475 70453 y., ,�♦Ar� 4rit v v/ 70424 70425 ' •IVVVVVc7VVVVVVVVVVVVVVVVVVVVVVV*/ vv •wvvvvvvvvvvvvvvavvvvvvvvvvv • v 70824 TREE NUMBER 70497 v 704391 vvvvvvvvvvvvvvvvvvvvvvvvvvvv � . vvvvvvvvvvvvvvvv 70494 ��d�� =70376 ° ° i I 70914 A 70426 70382 v • 1 70912 ,i � . �� °70399- �� V v 1 `11�70498 70423 '70398 :70381 \�r7�� •o o D,i ® MAPPED SIGNIFICANT TREE GROVE �1 70427 70375 • v •, . b 70476 41� 049 70400 =70397 70383 v•' p Dm I I D PRI F \ 703731 I ■ ■ ■ ■ ■ TREE STAND / $. A=�1/I a ,` /l1\0493 „AV.- 422 %*rf 70403 70384 "-,, 70379 , _ ��G I NFF� 7091370499 1 � �/ 70385 n70378 70372 \\ - tom-' 84s63PE 1�� „ 7/ `� 1 v v v v v v v v v v v v v v v v v v v v v yyv vv V vvvvvvvvvvvvvvv. ."°'o. v v v v v v v v v V V V V Vvvvvvvvvvvvvvvvvv • G vC =71048 70428 70429 �' ��.a�. �� ' �� vvvvvvvvvvvvvvvvvvvvvdvvT vv • vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv °vvvvvvv • v � v 70900 . ,t< 00003 ba-70911 70477 �1�=704210401 70396 �� 70374 .• jIII o, OREGON7090170402 �r �, 380 / �� 70371 ✓ti , to do 71047 11 -44 13 r* :70492 70430 40 70386 �'/ �� -70404 70395 �� 70329 `� =71045 70910 70478 =70387 / , =70420 =;70330 4\ �:% i EXPIRES: 12-31-24 70490 70491 70431 70419 70393 '70394 / / / .� 70328 , AREA RE 14,680DSF / _ 70902 70479 Vii 0 — 703361 4 70335 a I 1044 �� 70405 1P� Ad1\� ti� =70488 I`1• '70392 .,,70334 703321 • 70432 �� 0418 ,/ ��., �'""� �� 70909 70489 70433 40 70333 y ;',/AA, — 11��0331 j 70324 � �r� A 70417 70338 w,9_4 �` 70321 IN NI an 70480 =70434 P 70318 ‘ T � � � � � � � � � � � um ill � � 70908 70903 ` 70391 �4 70337 '41..- • 1/1 an NI TREE IIII �Y/11 ,�►� 170339 '�' 70322�� -70327 , 70435 704�6 7040t� ��\ �►1T/„�Z , 70320 "��I��j Lbb 70389 t1 �i." 70487 ��0481 T,WI" w�� 70317I 70319 . . I PRESERVATION 70414 70408 �� p:70340 l `�' wr r r 704841 I 70407 70390 �I ' ' �� 70326 , I70483� 70415 i, 70369 70482f 70314 70325 PLAN Ea i 70315 70354 70355 70i68 11. _ 70323 - 14 44�► � �+�� 70365 �. 7�0370 v 70413 70313 • I70316� 70358 70363 �— I �� i 70360 703620411'',"i4N `�� =70356� -70357 1 °L1rA-• �.N - - 1 e „ ; 7043Aw,.. 1 � — — — — ■ — ,/�!,/ 70341 — ilW �� TV 70367 7 70412 70409 , 70300 70359 ��i, 11 ;70353--�� 70364 i_70905 70485 �� • ��_ ��P� `��0�7 70361 �� a 70366 �'. _ OLT" ?70309 7030870904 - =70486 70437 I , 70342 �� 4/ ��' 351 70311 �� '�i 70349 ate- 70410ihi 0. k I 11�� r��*1•� 1 ��,'�- 70344 -70352 i4+\ \1 w Al 70388 I I 1� 70301 70345 70346 4 70348 70310_264 ♦�,� 70307 4. . ,, 4 4 _ 70312 I A.' �� r i I�� 111`,�� 70306 �� _ a 70929 A „ppy 70302�, 70343 ,S =70305 3 71696 \ -W A , II • PA 1r2P `' +�� 70304 `� I 11:r\,............Iii3 w PACIFIC COMMUNITY DESIGN 7iko i• •.470303 0 71697 70928 12564 SW Main Street IIM \ __ :; Tigard, OR 97223 ai - ... iir Nlir vow I v. \ T 503-941-9484 _ _ - 0 0 0 0 0 0 o c o 0 0 0 0 0 0 O O OOC T � .-'.- - - F 503-941-9485 � v C o 0 0 0 0 0 0 0 0 0 0 0 0 0 8 T T T CID 00 CID 0T D PROJECT NO.. 144-001 OQ TYPE: CONSTRUCTION REVIEWED BY: PRE 0) L L _ i H O SCALE 20 0 10 20 i o a 1 INCH = 20 FEET z EXISTING STAND INVENTORY EXISTING TREE INVENTORY Dominant Tree Species Avg DBH 1 Avg Cond 1 Overall Stand Total Total Canopy No. Stand Common Name Species Name DBH' C-Rad2 0/S3 HT4 Cond5 Pres6 Comments Treatment Stand Tree Species Common of 2nd Avg DBH 2 Avg Cond 2 Preservation Canopy Preserved 70826 N/A red alder Alnus rubra 1 12 15 0 N 1 11 1 Dead top RemoveR Riverside Homes No. Tree Species Common of 3rd Avg DBH 3 Avg Cond 3 Rating (sq ft) (sq ft) Comments 70858 N/A bigleaf maple Acer macrophyllum _ 6,7_ 12_0 N 2 2 Codomi nant stems Remove Dense even-aged stand of 538 Douglas-firs in an unmanaged Invasive species,codominant 1Douglas fir(Pseudotsugamenziesii) 13 2 1 124,825 0 plantation, no understory;as well as one bigleaf maple and 70930 N/A sweet cherry Prunus avium 7,8 10 0 N 2 2 stems Remove four invasive sweet cherries from natural regeneration along Crown asymmetry,few dead and 1ST SUBMITTAL: 9/13/2021 southern property boundary. 70931 N/A Douglas-fir Pseudotsuga menziesii 21 20 0 N 2 2 broken branches Remove 2ND SUBMITTAL: 1 /27/2022 Relatively natural stand along south and west boundaries of 70932 N/A Douglas-fir Pseudotsuga menziesii 12 10 0 N 2 2 Remove 3RD SUBMITTAL: 3/24/2022 Douglas-fir(Pseudotsuga menziesii) 24 2 project site;includes 153 mature Douglas-fir, 48 bigleaf maples 70933 N/A bigleaf maple Acermacrophyllum 14 15 0 N 2 2 Moderate structure Remove 4TH SUBMITTAL: 5/5/2022 below the dominant fir canopy, eight scattered invasive sweet 70936 N/A bigleaf maple Acer macrophyllum 11 12 0 N 2 2 Remove 5TH SUBMITTAL: 6/14/2022 cherries,one grand fir,one Scouler's willow,and one In dense row with smaller trees, REVISIONS 2 bigleaf maple (Acermacrophyllum) 12 1 2 68,010 0 unidentified deciduous tree that may be a shrub species. Of poor structure,vines throughout the 212 trees in stand 2, 66 are located off-site to the south or 71070 N/A Port-Orford-cedar Chamaecyparis lawsoniana 9 6 0 N 1 1 crowns Remove along the southern property boundary and all but one will be 71071 N/A Port-Orford-cedar 7,8 8 0 N 1 1 Remove NO. DATE DESCRIPTION sweet cherry (Prunus avium) 10 1 removed with adjacent clearing. Off-site tree#71690 will be Branch dieback, crown and basal protected at the 26-foot radius dripline at a minimum. 71077 N/A English walnut Juglans regia 21 26 0 N 1 1 decay Remove Declining stand of 41 Douglas-firs, 20 of which received 71093 N/A deciduous unknown 16 18 0 N 1 1 Remove preservation ratings of less than 2. Root disease is suspected; 71094 N/A sweetgum Liquidambarstyraciflua 24 22 0 N 2 2 Moderate structure Remove 3 Douglas-fir(Pseudotsuga menziesii) 16 1 1 14,680 0 site may be too wet for firs in this area.Stand 3 also includes Very poor structure,trunk and one Oregon ash (Fraxinus latifolia) located off-site to the south 71095 N/A deciduous unknown 21 19 0 N 1 1 crown decay Remove that is planned for removal with the adjacent clearing. 4 apple (Ma/us spp.) 11 1 1 11,177 0 Orchard trees, not well-maintained; poor structure,trunk and 71500 N/A bigleaf maple Acermacrophyllum 12 12 0 N 2 2 Moderate structure, forked leaders Remove crown decay. Includes 13 trees. History of branch failure,trunk DBH is tree diameter measured at 4.5-feet above the ground level,in inches. 71582 N/A Douglas-fir Pseudotsuga menziesii 24 20 0 N 2 2 wound Remove Cond is the numerical condition rating(0-3)as defined in the Tigard Urban Forestry Manual: 71583 N/A sweet cherry Prunus avium 9 13 0 N 21 1 2 Invasive species,forked leaders Remove CANOPY FAILURE 71584 N/A Douglas-fir Pseudotsuga menziesii 28 22 0 N 3 2 Some history of branch failure Remove RATING VIGOR DENSITY DEADWOOD HISTORY PESTS DECAY History of branch failure, numerous 0 dead to severe decline <30% major scaffold branches >lscaffold Infested major conks and cavities 71618 N/A Douglas-fir Pseudotsuga menziesii 18 14 0 N 2 2 epicormicsprouts Remove 1 declining 30-60% twig and branch dieback scaffold branch Infested one to a few conks;small cavities 71619 N/A Douglas-fir Pseudotsuga menziesii 24 17 0 N 2 2 Reduced vigor Remove 2 average 60-90% small twigs small branches Minor presentonlyat pruning wounds AS-BUILT 730001 N/A Douglas-fir Pseudotsuga menziesii 15 16 0 N 1 1 Broken top, small live crown Remove 3 good to excellent 90-100% little or none none None absent to present only at pruning wounds 730003 N/A apple Malus spp. 11 12 0 N 1 1 Very poor structure Remove Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: DATE 5/10/2023 Invasive species, dead and broken APPROVED CRAIG LARSON RATING CONSIDERATIONS 730004 N/A ,European white birch Betula pendula 13 10 0 N 1 1 branches, crown decay Remove Nuisance trees are the dominant species in the stand and/or continued viability of the stand is unlikely due to pests,competition from nuisance tree or plant species, hydrologic changes or 1 0 DBH is tree diameter measured at4.5-feet above the ground level in inches;trees with multiple trunks splitting below DBH are measured separately and individual trunk other factors. measurements are separated by a comma,except multiple trunks of the same size are indicated as quantity x size. 1 The stand requires a currently cost prohibitive level of investment and management of pests,diseases,nuisance tree or plant species, hydrology or other factors to become viable. 2C-Rad is the average crown radius measured in feet. The stand is viable but requires more frequent management and monitoring of pests,diseases, nuisance tree or plant species,hydrology or otherfactors for continued viability than a stand 30/S identifies the trees as either Open Grown or Stand Grown. 2 rated as a "3". 4HT identifies whether or not the tree is a Heritage Tree(either Y for yes or N for no). RIVERSIDE The stand is viable but requires less frequent management and monitoring of pests,diseases,nuisance tree or plant species, hydrology or other factors for continued viabilitythan a stand 5Cond 3 is the numerical condition rating(0-3)as defined in theTigard Urban Forestry Manual: rated as a "2". RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY AT SCHOLLS Total Canopy is the delineated on-site tree canopy area (in square feet)calculated by Pacific Community Design. 0 dead to severe decline <30% ijor scaffold branch >1 scaffold Infested major conks and cavities 1 declining 30-60% Band branch dieb< scaffold branches Infested one to a few conks;small cavities MEADOW 2 average 60-90% small twigs small branches Minor present only at pruning wounds 3 good to excellent 90-100% little or none none None absent to present onlyat pruning wounds 6Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: RATING CONSIDERATIONS The tree is a "hazard tree"as defined in chapter 18.120 of the Tigard Development Code and "hazard tree abatement" as defined in Cha pter 18.120 in the Tigard 0 Development Code cannot be completed in a mannerthat results in tree retention consistent with tree care industry standards. 1 The tree is dead, in severe decline, or declining but may still be retained if desirable for wildlife or other benefits because it is not considered a "hazard tree" or"hazard tree abatement"could be performed. npn,, 2 The tree has average health and/or structural stability that could be alleviated with treatment;the tree will be less resilient to development impacts and will F: require more frequent management and monitoring after development than a tree rated as a "3". c�G I NFF4 3 The tree has good to excellent health and structural stability;the tree will be more resilientto development impacts,and will require less frequent A-963PE management and monitoring after development than a tree rated as a "2". o OREGON oh 13, ,o � 4/0 L. LPG EXPIRES: 12-31-24 TREE PRESERVATION PLAN E a N N O N O T 0 N WH W N 3 r,...,4 1 3 D PACIFIC COMMUNITY DESIGN Lu ct 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 N [F] 503-941-9485 0 U) PROJECT NO.: 144-001 .5 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 0) 2 0 0 0 0 4 v 0 1 1 2 Z „ ,,,,,,,_______,_____ __ _).__j : -'1 'L.'''. * ' ''' .' - -'--”- * * * x --Alf \I\ _IA, —_ , •____.._ Jf9'f-) '• . . ' ' - • - '• X • X . I A P • w er \ R Riverside Homes . 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 x g ..� # 4 #" 3RD SUBMITTAL: 3/24/2022 * * - 4TH SUBMITTAL: 5/5/2022 • i_ . ►��p��;��;�00;�;�;�0;�1 5TH SUBMITTAL: 6/14/2022 .............. ❖:•A:B�' •-•:_ • - ._.z.:':' 7 \: REVISIONS j,- �.� i - o )1- t 0 vi NO DATE DESCRIPTION ,,,, _ 1 o I I e „v„ i , ..: :.„ ..,v :,,,,,,v /./ . , vv„. ,,.,, : ,- 0 0 1� , ,‘Iik_ILA i I NI .y. : : -,,:: )1 , , • Ilkv 1 xi e ...1 . vvy 1 o°::..v. TREE STAND 1 / y� , ,•. ......._ . vy„, • °° y �' ell v: AREA = 124,825 SF / %911 *' o:�' ;� di - j I/ ♦ TREE STAND 4 -'� ./ /♦ ' ' boa ,� •® ,� : 11% 41, . o ♦ oo AREA = 11,477SF • ! Ifi °°bo l I. • _ ° -I • 1 MAPPED SIGNIFICANT P'°f>�I % °° Iip I 1 ., a TREE GROVE�� o +..� f ill1 ►, '� �I if ,0 * 40 } a NO 11 il ...::: LOWER VALUE HABITAT � \�` t° I��„ AREA = 302,977 SF �i vv' i I :1• to° °° /, / �,� ° r SHEET 17.3 i t ��~ ° v: �� - r �. SEE �,,.��,= / °o�1 , — , , — r - 11 - 11 � :* . ( °I SEE SHEET 17.4 b SEE SHEET 17.2 °° ;a �� 4 i it .� iii / _ ♦ i, I 4,v,,,,__ al i°° I ,,,.., o — 473 � �, • As_BuILT / ir- n� I �� 401k ' °°°°°°°°°°°°°°..°°°°.e. DATE 5/10/2023 it-� TREE STAND 2 � ‘4*;=a- � o° O oo° ° o °o°o>°-.•°•°-°•°•.�.•°•°o%o°°o°°�° AREA = 68,010 SF 0 0 0 �� •,�,•: LARSON a'PFIO� C RAI G I ` to Is° . A d ,0 � � �•- �� fi) 1 TREE STAND 3 .. • 4. 80 S 1.117 i *4 RIVERSIDE IA 44 f Q '?� ♦...... o o o I 1 v.7 le ..A.V."7- ,, ,B. (''''''41 \\ I AT SCHOLLS 1 - ,..- I : ' �;� y5+0. ,.,„ ... —a,— a i;Avo,. /11\1 IA /1 ;�� d '�� •�� r.�. ' 'I\A` • / ��"'� MEl—�DOW p / /lv � � �.a� �: �. ��' ��e!iI A • ��lf��\lam �'* . \\\ i/I\ ``� ,` y`I„_ I�` 1`'1"I,�T//.\ I, _ M..a� /�I J oLJ pLJ oLJO `. '� o- o- p- oin"o- oe oa, o � o 0 t 0 � — — — — w TIT! VT°11�I � � "� �.t\ oJ�oV Qom; �� o�o�v�o�o��_��s�rer� -Tam ��fs-r ��F. � �r4i� RT.� x �/I\� �\. �v�y //lI\\ , n �I�I� �o�� o�o moo_ �. �. �. _ - - - - I PROFF�'(+ �I NFL,-"/ 84963PE �� LEGEND `- ' o OREGON 0 fu? DECIDUOUS ch 13 , CONIFEROUS G L. �- EXPIRES: 12-31-24 X EXISTING TREE TO BE REMOVED /.-- ( DRIPLINE OF EXISTING TREE OUTSIDE OF 2 ) ` ) STAND BOUNDARIES — / ` / TREE PROTECTION FENCING THE E (.0\i- PER DTL 1, SHEET 17.1 TREE PROTECTION SPECIFICATIONS 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT P R E S E RVAT I O N 70824 TREE NUMBER THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. THIS IS APPLICABLE TO TREE #71690 PLAN LOCATED NEAR THE SOUTHWEST CORNER OF THE PROJECT SITE. PROTECTION FENCING SHALL BE INSTALLED AT A MINIMUM 26-FOOT RADIUS FROM THE PROTECTED TREE PRIOR FENCE SHALL IDEALLY BE a — I — I — I I L MAPPED SIGNIFICANT TREE GROVE TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD REPAIR UNTIL WORK IS LOCATED AT THE OUTER o COMPLETED IN THIS AREA. PERIMETER OF THE CRITICAL TREE STAND 2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL ROOT ZONE. SEE TREE o PROTECTION PLAN THIS N 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER DRIP LINE LOWER VALUE HABITAT STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE SHEET - INSTALLED AT THE EDGE OF THE TPZ. 0 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS 8' oi) METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. I TYP w 4. TREE REMOVAL. TREES IDENTIFIED FOR REMOVAL THAT ARE LOCATED ON PROPERTY n n n . n n n, N BOUNDARIES AND OFF-SITE IMMEDIATELY ADJACENT TO THE PROJECT SITE SHALL NOT BE 3 REMOVED WITHOUT THE ADJACENT PROPERTY OWNER'S PRIOR WRITTEN AUTHORIZATION. 0 ILL, , MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION THE PROTECTION FENCING MAY BE TEMPORARILY OPENED AT TREE #71690 FOR TREES PACIFIC COMMUNITY DESIGN AND REMOVAL SITE PLAN MEETS THE REQUIREMENTS IN UFM #71562, #71961 AND #71692 TO BE REMOVED. THESE TREES SHALL BE DIRECTIONALLY CRITICAL ROOT ZONE 5' CHAIN LINK FENCING. FELLED USING CHAINSAWS (NO TRACKED MACHINERY) WITH CAUTION TO AVOID DAMAGE TO BE PROTECTED 2" MESH CHAIN LINK OR SECTION 10, PART 1 . TO THE PROTECTED TREE AND THEIR STUMPS SHALL REMAIN IN THE GROUND. LOGS AND WELDED WIRE 12564 SW Main Street WOODY DEBRIS SHALL BE REMOVED FROM THE PROTECTION ZONE AND THE TREE SECURED TO 1-1/2" DIA Tigard, OR 97223 PROTECTION FENCING SHALL BE CLOSED ONCE TREE FELLING IS COMPLETE IN THIS AREA. 1 TREE PROTECTION DETAIL STEEL OR ALUMINUM POSTS [T] 503-941 -9484 v , 5. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE (NOT TO SCALE) [F] 503-941 -9485 Z MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. - 6. STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS PROJECT NO.: 144-001 5 Q OR EQUIPMENT WITHIN THE TPZ. TYPE: CONSTRUCTION 0 7. TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE PROJECT ARBORIST- MORGAN HOLEN, CONSULTING ARBORIST LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE REVIEWED BY: PRE c PROTECTION MEASURES AT LEAST ONCE EVERY OTHER WEEK WHEN WORK IS ON-GOING 2ISA BOARD CERTIFIED MASTER ARBORIST (PN-6145B) NEAR THE TREE PROTECTION ZONE, AND PROVIDE WRITTEN REPORTS TO THE CITY MORGAN HOLEN & ASSOCIATES, LLC. (i) ISA TREE RISK ASSESSMENT QUALIFIED FOLLOWING EACH INSPECTION. ',5 8. FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST MORGAN HOLEN, CONSULTING ARBORIST DATE: SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN SCALE [P] 971 -409-9354 50 0 25 50 AND PROTECT THE REMAINING TREES AND CONFIRM THAT NEW TREES HAVE BEEN � � 1 09 , PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. [E] MORGAN C? M HOLEN.COM i 1 INCH = 50 FEET z 4 d d d d 171610 i 1.i, d \ J7.°.` / / 7 v G / v v �y 71616 , ,+709301 vv �v � 264- pro" H-vvv,iii v v / \ s / IN Pi:. A v C p p / 01 R II \ N ��71613 �I��i��7�i �r'��o_ / jDD vv I / \ v�>DI >DI>>7„v'„' Riverside Homes \� �l �� ..�►�`.�� \\ iD> pal \ / / I °v D°p >°D,pa x l d 71605 71618�' - / \ V�'�� 7 ° \ / 7°GD°C D>Dvv 71609 • frd41 ��f * 'Tv v / \ v v D D 1>7 p I 1ST SUBMITTAL: 9/13/2021 71614 , I `� ° D I�Ryv v 2ND SUBMITTAL: 1 /27/2022 41730002 /P \ 71603 41.`•_ ''z� V ': :°_� 70931 v v v i71615 ��_ <71611 \�� •_' -71604 — �D D p v \ _ v p 3RD SUBMITTAL: 3/24/2022 I% v/ c I .4�1/��, j4 i, ;k 71602 1 ` D p pI / I o 1D v v 4TH SUBMITTAL' 5/5/2022 vv 471612 7� .� D. \ / / \ vv DDT DD>°op 5TH SUBMITTAL: 6/14/2022 171606 '' � . vv \� // 470932� Ivv>D1 D>Cvvl ° ° v v D i D LEGEND 0' . ; \ / D D. w REVISIONS °° vvI _•D ,I v v ' — v v D I D \ if: DP,I v v \ o v �/vpv DECIDUOUSNO. DATE DESCRIPTION v° - vv v v v CONIFEROUS i .♦ Iv • vv '\ �� _°• p Ivv • /' vv' 71600 Ia - °'I v v .... N. �� °° Ivv / v v vvI X X EXISTING TREE TO BE REMOVED 262 �� , • ° ` vv pp ' V\111111047411111Adrillf vv ° v° vvIv � vv, av� DRIPLINE OF 599 �bti D D�.v-v o v D D \II p` ` � \� ` \� STAND BOUNDARIES EXISTING TREE OUTSIDE OF D v � vv D ill) r NJi2// >D • v � vv' >• D7vC ' vvv,I I� v ,. >D D D v v TREE PROTECTION FENCING D vd vv. >D D7vC II I x .'v,I , — , I o' D p >D o° o PER DTL 1, SHEET 17.1 . . . 71598 � D D v� // \\ o°• > VV vvI 70824 TREE NUMBER o D ,v v / \ 7 v •D r> v v X D> ,• v � v ° D°> va � d >` • v c .,•470933 ) v v D D p p G ::::N1F1TT0\1E \ . I vvI \IvvI ° ' I \ • ■ ■ . 715961- a vG \ / vv >pD o° / �71597 d > vv \ / �v • \vv �� °° ° ° As_BuILT D° Vv • 23 71595 v � '' j�'�� ° DAB 5/10/CRAIG °v v° AppF10� CRAIG LARSON � , 71594 / I \ / \� : DD vvI Iov r> vv k vpiTr. I / z 2 -,- \N > i> , , fir•..41 -.�71593 / \ vv D> D vv ?AO-� ��1� 260 / ,�' 583 \ � d D. o• pD I>ppvvI 71589+ r�Fj!,,�`'i� 584^' I� Q v v� , • > v �`/,471591 — — L / ', /J' - - d ,ir moo RIVERSIDE v vv vvvvvv \ d ' � a / ��.V''' �'71590vv pvvvvv , vvvvvvvvvvvvvv d ` _ � / — _ d ;;i�,, , • 000_ vv °000000�j�l / / N \�-, \�\ j �' AT SCHOLLS ii, . • vvvv / a 4] d . Y.`r .1 -44 7*//♦ ; ��` — — � �/ \ d d a d d a d MEADOW � I \� �7I♦ I �71582 111111111111111111111111111111111111ft,_ —/i — � v ° a �' ' ,��, ♦ \ ® I 260 / \ i ♦ / \ \ / TREE STAND 2 71500 Id \ / AREA = 68,010 SF \ / 41,kie*/ d a _ '' Ill I i i\ - ' OD'� // \` \CO / ® d C 41 71579 — it '. , i ---------= _ _ 7 a r_vvw 1 _ .—. __ ._t_„1_•` 1 7 / \ `�QF� ��`,)(' -....1 II ♦ - , _ / / \ ��GINFF�/ r Fl 71577 ♦ - . (_A.,36,11.14-963PE 1111 Ill _- d III a d le is :am d a \ ��70858� 730001` �01 X71581 � � � I 1 _ tdt adn r r dr r rdr to 1n an � •�* d 1=# _ittdt d \. IQ7�h I\� ~ — __. _== . -. . - - — _r_r_r__r d / o OREGON . � �w � r 1 r { 1 a / / oh `LO ��= �71575 \�� / � �, \ / / 13�� \ / L. if 71572 1�' * ' i�l; tarL.•70892 ♦ EXPIRES: 12-31-24 70894 �` \\r d t 71573 ♦ 7089671576 X71526 �j.� 707nr859 X70857 ♦ fi'" 715301- C1502 fir. //� ♦ D°.�-- 71501 �70893 /�/� 4 ti �e • /,. D; > �71574 Vattri- 71531. '71525) 71503 �� ti /:170895 * / ♦ �, 4� >DD D � � '7549 •AIN. IP' `� *// o D t' 70898 �,.�4 70897 1'I ♦ 4,/i/ \ 71552 �1548 � ��II�; =71527 TREE 71566 1.m .i, /� ��' 70888 r'71550 . t t. �1' .4, �,/�. :. G �� 70889 �� 'IAL C. �70852 PRESERVATION 71 567 `� ti 71547 ��,� • 71528 71569 i� 71551 f '�/�/ ,,,,. 0899 ` �j d ��I,- got� . � � 71524 �� = :.70853 u d j 71556 71529 � �� Ctie-�_ v��, PLAN ,� A� •� 71554 71546 �`� �� 70887C0861 ;��: a �.. �.��h�� y,�r, 2 i�+ z �S 71532 �� j�� ,/,..,........ " 70854 ��\`•,,I�70851 o d -- ��♦� 71570 =. - --T.i1553 71523 i e, 71565 �t:144,.: �',.. ' 254 71 535 �� A �� . ��9 ,';_70890 �' �► -�� i co N d —— _�a:' 71521 171504 /A*2 70862 70856 /'� ♦/ \ \d 71557 N ma ��0 --------- r -A 71545 256 ` 70886 `�/\ !ifi� o Elic a 471568 idc4 ,71_,559 - -- - ...,0„,,,,,,..... co ° +71563 � 1544 �`�� 71536 ' � � 70848 N 70855 A 71564 �� 71561 ./ �' = 71537 71520 71 52241 o_ �'� 171558 '71542 258 w�e-�� ,. d dd a d d 1 -- /� � �� I a d as dd d a '70863 _� w 71692 vIer�" 3 =71543 � 71510 70885 70871 �. i, 0846= 70849 7083`` 71562 4111q0 N 71519 _ irr 70880 �� `��• , 71540 /I►r 71506 t �� i_ �� 1 �� - ♦ 70874 70870 7084�'_ =70847 - \ 71560 =71518i �� I�;;!4:171-0141178148441; g 71689 �s r'_•, �_ �. �� .,7884 ��„ =70836� 17�iiiitr -1144 r 4k ' 71511 ��!/� 7087870869w \�?�►, - .� i�� A F- •_� .. ,� �?� �� 70883 Ir �'��, ;, ;70867-T-, .. ��,,--- , '+... --ir , ,. PACIFIC COMMUNITY DESIGN 71505 I' "4 _ 70840 ► 70837 1l / `�1�r/�` 71539 y��... 71508�i•r'�~ ' �`�' �wI �II'� N�)/c�i ., ��,;.70872 �� . .ip�70841�1 ,1\\� �� v.-. 0.=%,---ithill71695 ky� �i w t/ �►� �•�� I��rj/ �� , ._ 70866 �� l ��. 0 • `�� 1 _`- '» �� ;71512 ��`' il►��• '.r��i.� _ 1►�', v ;70842 �`70835/ 12564 SW Main Street . 71690 I �� 71538 71517 �� 71509 �'� �� 70882 ' �. ��A��.� _.- ,70876� �� 7oa3 ��,-:! Tigard, OR 97223 o 71541 li ��/ 71507 70881 Ak � I �� 70�\ s��F� ••,/ 1��`��:- =71514 70879�' 70877 ! � -� >- ;/41010t/ � 7 �� i [T] 503-941-9484 \ .� �� 70868 i 70839 70832� N [F] 503-941-9485 71693 4'/71515 471513 \ / 4k)W. 70875 ' I / I \\ - 1 70865 Of / // N / \N \ / / \�, \ U 70864 �� U 000L ��o // \ \\\ / • 44171516 O O O O O/\�� /� ��/\ I \ PROJECT NO.: 144 001 L L L L t > TYPE: CONSTRUCTION 0) REVIEWED BY: PRE c r3 0 0 g SCALE -I. 20 0 10 20 i o 1 INCH = 20 FEET z — / ° V �Cl x��y�k�� <oLY �L= _ ° \V/LX�k\L��\X Cc rb -° ° ° - T �✓ , vD\ a�Dvr .I r � I , vv vv = Dv av7 ,4 70936 v v ° ° ` v v v� R Riverside Homes I vv vv — vv / / vv / D DDo Ill , ADC 7° 7 /// V D Dv v . 70704 . ' D D. / vv DDD°°`I -70709 17v �DDD 70699 DDP p p vv vvD D 1 — IDD'DDD D vD � D pDp ��A�� vv p0 DpDvva % �� ' ' >p � 470701 1ST SUBMITTAL: 9/13/2021 v v' yb� D p Dv D ♦/ 70706�� 70705 �'/1 70702 D p D v v A` L� „,�� R�,>, �)�� 2ND SUBMITTAL: 1 /27/2022 v v �C ' D v 4 i; ��! i� 0% 4r.s ,� Ortk ,,�16-k-V• 3RD SUBMITTAL: 3/24/2022 v v/ :� �i r 70713v v DD ° �� 703`.� �1r�� 4TH SUBMITTAL: 5/5/2022 p ;� 70707 i DD DD DD 7.7-,iiii• 1�.,, -�Ivv p ,v 7 �.�`,\� // ��`��I�15TH SUBMITTAL: 6/14/2022 vD DD DDD vD I �� • 11�0��, @�•ID DDD- DpD vv 70708 70710707290 7071 z REVISIONS av , ppD7v , vv D t D — v° • D C t> D TREE STAND 1 ♦ a �� .�'_ 707�� NO. DATE DESCRIPTION V D D C v D v vv D v AREA = 124,825 SF ♦ 70733.�i 1��',= 70731 1 70728 7 V 7 7 v� ♦ 70732 vD vv �s 7v7 7vv ♦ 70734 „- 70735� I v v ° V _ 70753 / 70752 70750 av� , v v P, �ql Ivv •` • o o I ,�• �Io`, "A 70749 / 7 D D D 7 vv>D D 10 v v I� `,.. \V ° ° 70751 +��►•�i 70758 Ati vv . 70755 p ~ v ° v v ,17( 70754 7075vv>DD vv 101'7vD DD .DpIDD DD Dp 70757�1uv0 'DpDpDDD vD, DD70769 p �� 17 ° D D D D ID V ' MAPPED SIGNIFICANT TREE GROVE v v D D p D 70768 p / D D ,L. D D D • > oa pDDD I IoD DD pD DD D i — IDD D D D v I _C,' D' D D D • p ,I ( 826 vv I v v D p D >p D o o • IDD ' D' ``p D r D c 70773 vvDD� >pDvvCl I y �70793 v�p pD vo v v'� >D D v v a 70792 ' ° D D 170790 ' ' ' > pVDC I . I AS-BUILT D �D / D ° �Dp DvI IDD DP, ` I ' .7oso3 . vv �avC I • 7vv 10.'- ----- vv • vv D D ` p v 4 7 °v N D D v v �� v v , DATE 5/10/2023 vv' avC .° • 7 v ° r 70804 �' AppROY CRAIG LARSON vv vv .♦ / :70791 D ° — LEGEND vv vv ova � � � 0miEN � � � � � � • �70794 vvD _ '-70801 Ivv' cI is '70795 7 ° V 70800 D V II°D` � � ■ Ill7 Jr �� 70797 Ivv I DECIDUOUS vv, D ; �vv ov DDD ; • j pDDD I • 1 70796 ��►_70798 , - '70802 p- S p D7 v ( 7i .y 70500 CONIFEROUS >DDvv ;70512 70511 i� 4��* 70507 RIVERSIDE vv'pD. DD vv � I • I • ! � ! • I � I • II • I • I � I • • • I � �� 1 170509 RIVERSIDE 70510 v vy� p D d ° D i•k/Iy� 70508 �� x X EXISTING TREE TO BE REMOVED vv /I pD ,� ♦ Z� �7051470515 70516 �11 �/ \ AT SCROLLS v o D• D` vvvl70541 70539 -70538 -70537 �70536 i70513 /��` 70520 70502 70474� / / DRIPLINE OF EXISTING TREE OUTSIDE OF I7 v ,D D 1 �-' v v /, ��11�` -70519 ♦ ` ` STAND BOUNDARIESv v,D if I 70540 70534 ;70517 7vv�Dp *\ DDA v �a M. 70533 1.170518 1 �70521 �' `. / � � MEADOW 7v�°p D e v v �� p70529)/ o v v, D D c°v v �4� / ��, '� a 70535 �q 70530 v D` 70525 �� :.►-- 4 70501 TREE PROTECTION FENCING D • D Cv v \ �IS� /f/ • D 7 ° `> D D vv 70543 F �j v ° PERDTL1 SHEET17.1 v v � D D�°v ;�1%�I 70544 ` i, 70527 • ° ,® 7 ° ° 1 D p�•v v t 70531 'I 1�:' ` v v• 70524 70522 70503 v v o D D Cv v 70548 =70528 17 v D ' . I D v v I =70542 70547 70551 70532 � �70526 � 70824 TREE NUMBER vv Ivv 70545 .... 70546 \�/ �� 70550 70556 70560 ,1 ( 11 �� ;70504 1v � ��\1 s��11/' 70553 �� ''R ��,— /,, 7 '� �1// �/y�70555 70558 =70562 70523 MAPPED SIGNIFICANT TREE GROVE 70581 ��/+�111� . `��g .�f7�� •ate► �/ I' vvv'D D • I 70583 4 =.....4 70579;70578 0575 70 �1�70552 11\ — - �h` p �1 70582 -- 70561 TREE STAND �� vvD D �� 70554 11�' v v vp p EII"1.7 7058770570 70557 k. � GIN *° v D DDD I '�;� , ` - =70580 �� 70505 - �C� FF,Qv vp p I D : 1 � =70585 !1, ii �� 70574 s V 70559 70568 84963PE t 70589 �► 70564 D J • v v D p 70584 �"o- 70577 70573 '70566 D r =70586 .705721.70571 D v v I p' 70590 70576 - 70569 ` D D L v A v D I _ D ' - 70588 70610 1 =70567 ° ° o OREGON v v w `\11'� 70615 �1 70 i0, 70605 70604 =70565 =70563 D I ~ h 13, O ' I 70612 ,► - 70620 1 �ck.' �� ?7061 ;70614 `� �� 70608 ;70607 ♦�\�/�, 70603 70600 - :70591 1 v` 70506 pi 70606 ,r 70602 70599 70592 \�� ° �� '1/C L• gyp ' d e =70616 .� 70621 ' `� 70598 �• 70593 �' -70619 (-�-� 706z2 �,,, - ��1I/�� I -,�►� EXPIRES: 12-31-24 71000 =70662 70660• �� 70. �► �� / ilk • • `NVM 0601 1 ;��.e =70597 a 70596 70595 1 0 ° Q\ ° �68 • 70661, i ;70657 1�"�1 70623 =70624 �70625 170627 ��i 70594 71046`� I =70654 � �� a ��` 70659 70658 40 �i C 70629 a ° � 71002 \\r/ 71004 �� 70653 70651 70649 �� A`� �� A =70630 �' ;71003 — ��` L. =70644 a 70626 70640 _AL \ , a ° �i11� �' , 70638 70634 ♦ 70656 70655 �� r� 70648 : t 70642 �.�'� . -,„ 1 ;70631 D D . ' 71001 70652 \70650� �� =70645 70643 I,�I�� 70635 , o ° � ' 70647�� 706461 70628 '.70641 70 37. 70633 TREE 268iTh r ,4,,,iii4tk ... , , , 71005 �68 70636 PRESERVATION \\* 70639 1 ,ram• 71043�� 71035Q .�►� ��'•• � ' 70907 PLAN sur N � • ° 0000 et **:4- $ 0002� ,� 71017 \ 710421041 `` Il o a ° - • _ _ a ��l 71016 �\ ° �/, 11111 IN air � # i46�l a . — — � �11a ?71020- — — a � ° ° ° ° a ° — — — i ri1� ' r 71040' a ° ° ° a °` ° a7%) ° �I Al 1006 ��`� IVO.,y 1015 � �� .1 �� -171033 1/�'.1 ‘C) � � I • lI • 1 � HUH � I � �° A71057 • I • S.1. iiv ` 71021 4.171029 w ° d° ° ° , �g °a °' / ' \1,, „71031 ° _ .., \ �,�Aill71034 i,,,-r jr70906 w 70828 71014 . , 71028 A 171019 1-i�� - 71025 ��,� I�,.��:,//��.�� -:i//� ��Jr' 70829 71065 ' ' 71009 ' �'�� ` ' ' 's nqo - 70827 —71058 71056 71051 l�i:� -al..- ~.;,--- 22(u�► 11re� 7�7�,�'=�71030 1��'��!�� ' � 71� r,i 73) --ft‘ OA 7103. I , 71023 �J .��1,1' ♦ t�,Ci I: 70831 ��__ mi = •71053 71010 ��I �� :.�.�11� I PACIFIC COMMUNITY DESIGN it,,'''-i' f/ N . # _ PAO .,_ / Aiptt... 11.40tlif:.. . 71062 Ni-,..--- ,��,� a,`71066 /'y�•�� _ �� AMC _.��r `��71054 ��,,�':.� "�71050 � � '�!�`h/�' - �� /� �\ ma`s 1 12564 SW Main Street 1. 1 III �� (. �" i 71063 p��,> ;: • ;,k� s''� � 71024 71032 71037 -7, L ��I �� -� �7�� / i.�_,'_, :��ir,'-� !\ � ; ,��1�� 12 71013 Tigard, OR 97223 o71067 *� .' N 71060- D`'��i�1 i�� 71055 �� N 170830 71059 ` 710521 / [T] 503-941-9484 [F] 503-941-9485 � ` o� oQo oOCO°I.CD"CIO--6- )C-DO---6oQoQoQoQo 0 0UC-DOCIOCIOCIOCOC-- OC-- .0C0C--DOCC �� o0 0 0 0 0 0 0 0 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 0) REVIEWED BY: PRE P_ 0 o g _ SCALE v 20 0 10 20 4 i o a 1 INCH = 20 FEET z _ I ,_ ' .�.� Lu ' v v ' \ / \ vvv' 7.1 ,4 71089 ■ °v . 71070 �� J Riverside Homes v 71071 / a70697 ' 1 v v D .� \ _ / \ v v l .70694 44d 70684 70683 a * v v t>D.I / V �r� v v p D ,I 0 i 71085 +y+- ° ��71086 Cr- _. k.lr'MWrr . 088r! �� 70692 �� A ;70687 ' v v D p�� , 71074 vv ♦ ►� <;170691 v1ST SUBMITTAL: 9/13/2021 lc�1I�f� 0NAI) �ALV- is 70693 ��j � - v p D'I •• vv 2ND SUBMITTAL: 1 /27/2022 • 70716 70685 3RD SUBMITTAL: 3/24/2022 ,1�• �(i,�, , =70686 v v,i v v v v imk��70696 I;�.. WW�� s �es:�688 v ' J084710v vv• 073 v . „�71075 ° v 70715 70717 �1I/ 0 �� ,� . . v v v v 4TH SUBMITTAL 5/5/2022 \t .ii►\ i&`"M �ik., �►_-� 70718 170689 . v v >�1 v • v v 70714 ' ° 'p ♦ o°� • v 5TH SUBMITTAL: 6/14/2022 vv pj vv - ° pD i �a 4 REVISIONS 70723 70724 itirpAtikak,-At v v D as v vv v70727 �0� ITW 70721 70719 , • v , D D iav v �vv70726 =70725 �+��c�� J .� -v-v � v v v 11 70722 / �7�,72 • ° a ' o o NO. DATE DESCRIPTION 70737 70740 ��' �14r °7 ° vv 70736 OlViL �� / ■ ' ° ' od 71076 _ _ y`i1 o92 7109170739 1 v° - - � - 70748 70745 70741 vv ;,, I' v ' ` ° V • / - A _ _ • ° , \ 70746 70744 70743 S.j wv v° '' // .•I• * „ , , // \ 70760 1 , v � - - - - - . - IMMEN/ M 4MEN - , �� 70763 S /♦ v p•. D p v v S 707594 Kink '70764 ' ./ _v •. D p ' ° • v • / 70767 70761 70762 • • p ° , v, j o°. I 16� � ��;. vv ' DD� vv I vv X71077 4 71093 70766 =70765 ' v D p • ° ' ' ° • '!F 4 vv vv if 70777 70778 °. � 1 $vv \ °v°, \ / 11 70775 03/ 11 70779 70924 11, �t D , 1' / w v• \ \ o• \ / / i` l 730004 70774 07,- <70776 \ vv 11 70925 70921 �• :' D' a0 / wv \ v7' / \ IFI i TREE STAND 4 70785 70781 40 IA + �` -V . .I a N 4�•. • 1_ V V - - - AREA = 11,477 SF I �1 4 70788 - 4 70787• �' 70920 °►, • • ° �\ 70786 f # v 71094 v • AS-BUILT `1 =70784 70783 70782 70923 70922 °o 1 o v____\ �\ DATE5/10/2023 70815 ` 70918 119� 70926MO , ° a \\ ° ° ,%/ vv;° \ LEGEND APPFiO� CRAIG CARBON 70808 70810 ` a v • / v \ 70812: <70814 70816 70818 170819 1 v v / =.70807 ` 70916 ' V V o \ DECIDUOUS 70811) 70813 ;7 o �� I ' a ov I V 7 ��71095 70822 082170820 v II ' v v • °�70456 FV °v I v V V 70469 4 70467 704411 V ,D I � V • v ' ! 26s v v \ o°, / CONIFEROUS ��/ 70466 ' RIVERSIDE � �11/r S 4 70454 70447 70445 i' / o-I ' a .vv° \ o° / 11 �� - =70463 a v V v / I X X EXISTING TREE TO BE REMOVED 70468 4 �� _:70461 70455 ��%a�. 70440 I • ° •� ,� r, •r .lywip�v, ♦ ° ° ° ° I AT SCROLLS 70470 70465 70464 70450 `� ` 470442 1 .v ' •V o •V o / \ / \ DRIPLINE OF EXISTING TREE OUTSIDE OF ��.ary 70460 70459 70451 V11(70449 v°°• p i •,o Y ` / ` / 470473; / 70458 70446 70444 p a", .•, ` ' ` ) STAND BOUNDARIES MEADOW 70472 70471 �` .4p,� p • v lb: 0 ilk 70462 'W. 70457 , TREE PROTECTION FENCING 70915 70496 °70452 =70448 70443 ice• i 4 4�� PER DTL 1, SHEET 17.1 �• ` , 170438 ,� :, I 0 / ` 70495 I-170475 70453 y., , .1� � . v v/ 70424 70425 ' 'Ivvvvvvvvvvvvvvvvvvvvvvvvvvvv • �svv •wvvvvvvvvvvvvvvavvvvvvvvvvv • v I 70824 TREE NUMBER 70497 v 704391 vvvvvvvvvvvvvvvvvvvvvvvvvvvv� `�� • V V Vvvvvvvvvvvvvv 70494 ��d�� =70376 ° ° i , 70914 �� 70426 70382 v • i 70912 4� �- �� °70399- �� V v 1 `11�70498 70423 '70398 :70381 \�r7�� o o D,i ® MAPPED SIGNIFICANT TREE GROVE �1 70427 70375 • v •, . b 70476 41� 049 70400 70397 70383 v•' p DI= I I � D PRI F , \ 703731 ■ ■ ■ ■ ■ TREE STAND /� *. =�1/I a ,` /l1\0493 _ ffr•- 22 %*rf 70403 70384 vv,, 70379 , _ ��G I NFF�/ 7091370499 1 � �/ 70385 n70378 70372 \\ - m tom-' 84s63PE 1�� „ 7/ `� 1 °v v v v v v v v v v v v°v v v v v v v yy v v v V vb v v v v v v v v vVvVv. .`°'o. v v v v v v v v v V V V V V v v v O v v v v v v v v v v v v v • G v C =71048 70428 70429 �' ��.a�. �� ' �� vvvvvvvvvvvvvvvvvvvvvdvv vv • vvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvv °vvvvvvv • v � v ba-70911 70477 �1��704210401 70900 70396 �� 70374 .• j _ ; Ilr1 o, OREGON 70901 70402 �r �, 70380 / �� 70371 ✓ti , 00003 oh do il • 7104711 .�1//J 13 r� :70492 70430 . =70386 1 �'/ �� -70404 70395 ��l 70329 II 11 40..1110.N. =71045 70910 , 70478 h =70387 1 1j / , -70420 470330 , TREE STAND 3 EXPIRES: 12-31-24 70490 70419 70393 '70394 �A 70328 Ir, 70491 Q ' 70431 �ll� AREA = 14,680 SF / 70902 70479 vii { 703361 4 70335 1044 �� 70405 1P� - Add\-- ti� =70488 I`1• =70392 .�.70334 703321 �• II 70432 �� '. 70418 ,/ ��.,.�'""— �� - �� 70909 70489 ) 70433 40 703 33 y�T,,� 11�/0331 j 70324I �q�r� A 70417 70338 �r,7 .,I 70321 IN MI NI 70480 =70434 P 70318 , , , , .. . . . .. � � � � � � � � � � � � � 70908 70903 ` 70391 �I70337 ��- TREE allI �Y/11 ,�►� 70339 A � 70322�� ,4 -70327 , 70435 704�6 7040t� 4,-,, ��\ �Z , 70320 "��gIVii► * 01370389 Vi." 70487 ��0481 V,' w 70317I 70319 . . I PRESERVATION 70414 70408 �� ,p�70340 Irr 1I ��►/ r r 704841 70407 70390 �I N� �� 70326 u 170483� 70415 i, 70369 704821 70314 70325 PLAN E i 70315 70354 70355 70368 . \�, a 70413 70313 �70316� 70323 70358 c 70363 1 ram: — 70365 - 370 70362 `�� =70356 iik =703571\, \/ rriltil70360 0,1Pigkl70350 O ��/ - - 7043Aw,.. � . - - - - - �� 70341 _ �� --� �I! . �; 70367 7 70409 , 70300 70359 ��i, 11 ;70353--�� 70364 i r 70412 > _70905 170485 �� ■ 141/1 _ P�I0� `��0�7 70361 47k0351 �� a 70366 ��)��_ ?70309 7030870904 - =70486 4 70437 LT" I , 70342 �� 4/ ��' 70311 c� o �� '/i 70349 ate- 4.70410ihi 0. k I 11�� r��•� 1 ��,'�- 70344 70352 �4+\ �1 w 70388 � 1� 70301 70345 70346 4 70348 70310_264 ♦�,� 70307 4. a �4 4 _ 70312 I A .* 4� ��r i I�� 4111* �� 70306 �� _ a 70929 A II 70302�, 70343 ,S =70305 3 71696 \ -. � , II `' +�� 70304 `� 11:r\,............,iii3 w �� • 10 1r2P PACIFIC COMMUNITY DESIGN l� 11. 7. IIM .470303 o -71697 70928 F. 12564 SW Main Street Tigard, OR 97223 at F6 . ... l Nior voir I v. \ T 503-941-9484 _ _ 0 0 0 0 0 0 o c o 0 0 0 0 0 0 O O O C t, PffirmaIeri / F 503-941-9485 � v C 0 00 0 00 0 0 0 0 0 C 8 0 0 0 CID 00o0o D PROJECT NO.: 144-001 OQ TYPE: CONSTRUCTION 0) REVIEWED BY: PRE 0 0 L _ i I SCALE 20 0 10 20 1 1 2 1 INCH = 20 FEET z EXISTING STAND INVENTORY EXISTING TREE INVENTORY Dominant Tree Species Avg DBH 1 Avg Cond 1 Overall Stand Total Total Canopy No. Stand Common Name Species Name DBH' C-Rad2 0/S3 HT4 Cond5 Pres6 Comments Treatment Stand Tree Species Common of 2nd Avg DBH 2 Avg Cond 2 Preservation Canopy Preserved 70826 N/A red alder Alnus rubra 1 12 15 0 N 1 11 1 Dead top RemoveR Riverside Homes No. Tree Species Common of 3rd Avg DBH 3 Avg Cond 3 Rating (sq ft) (sq ft) Comments 70858 N/A bigleaf maple Acer macrophyllum _ 6,7_ 12_0 N 2 2 Codomi nant stems Remove Dense even-aged stand of 538 Douglas-firs in an unmanaged Invasive species,codominant 1Douglas fir(Pseudotsugamenziesii) 13 2 1 124,825 0 plantation, no understory;as well as one bigleaf maple and 70930 N/A sweet cherry Prunus avium 7,8 10 0 N 2 2 stems Remove four invasive sweet cherries from natural regeneration along Crown asymmetry,few dead and 1ST SUBMITTAL: 9/13/2021 southern property boundary. 70931 N/A Douglas-fir Pseudotsuga menziesii 21 20 0 N 2 2 broken branches Remove 2ND SUBMITTAL: 1 /27/2022 Relatively natural stand along south and west boundaries of 70932 N/A Douglas-fir Pseudotsuga menziesii 12 10 0 N 2 2 Remove 3RD SUBMITTAL: 3/24/2022 Douglas-fir(Pseudotsuga menziesii) 24 2 project site;includes 153 mature Douglas-fir, 48 bigleaf maples 70933 N/A bigleaf maple Acermacrophyllum 14 15 0 N 2 2 Moderate structure Remove 4TH SUBMITTAL: 5/5/2022 below the dominant fir canopy, eight scattered invasive sweet 70936 N/A bigleaf maple Acer macrophyllum 11 12 0 N 2 2 Remove 5TH SUBMITTAL: 6/14/2022 cherries,one grand fir,one Scouler's willow,and one In dense row with smaller trees, REVISIONS 2 bigleaf maple (Acermacrophyllum) 12 1 2 68,010 0 unidentified deciduous tree that may be a shrub species. Of poor structure,vines throughout the 212 trees in stand 2, 66 are located off-site to the south or 71070 N/A Port-Orford-cedar Chamaecyparis lawsoniana 9 6 0 N 1 1 crowns Remove along the southern property boundary and all but one will be 71071 N/A Port-Orford-cedar 7,8 8 0 N 1 1 Remove NO. DATE DESCRIPTION sweet cherry (Prunus avium) 10 1 removed with adjacent clearing. Off-site tree#71690 will be Branch dieback, crown and basal protected at the 26-foot radius dripline at a minimum. 71077 N/A English walnut Juglans regia 21 26 0 N 1 1 decay Remove Declining stand of 41 Douglas-firs, 20 of which received 71093 N/A deciduous unknown 16 18 0 N 1 1 Remove preservation ratings of less than 2. Root disease is suspected; 71094 N/A sweetgum Liquidambarstyraciflua 24 22 0 N 2 2 Moderate structure Remove 3 Douglas-fir(Pseudotsuga menziesii) 16 1 1 14,680 0 site may be too wet for firs in this area.Stand 3 also includes Very poor structure,trunk and one Oregon ash (Fraxinus latifolia) located off-site to the south 71095 N/A deciduous unknown 21 19 0 N 1 1 crown decay Remove that is planned for removal with the adjacent clearing. 4 apple (Ma/us spp.) 11 1 1 11,177 0 Orchard trees, not well-maintained; poor structure,trunk and 71500 N/A bigleaf maple Acermacrophyllum 12 12 0 N 2 2 Moderate structure, forked leaders Remove crown decay. Includes 13 trees. History of branch failure,trunk DBH is tree diameter measured at 4.5-feet above the ground level,in inches. 71582 N/A Douglas-fir Pseudotsuga menziesii 24 20 0 N 2 2 wound Remove Cond is the numerical condition rating(0-3)as defined in the Tigard Urban Forestry Manual: 71583 N/A sweet cherry Prunus avium 9 13 0 N 21 1 2 Invasive species,forked leaders Remove CANOPY FAILURE 71584 N/A Douglas-fir Pseudotsuga menziesii 28 22 0 N 3 2 Some history of branch failure Remove RATING VIGOR DENSITY DEADWOOD HISTORY PESTS DECAY History of branch failure, numerous 0 dead to severe decline <30% major scaffold branches >lscaffold Infested major conks and cavities 71618 N/A Douglas-fir Pseudotsuga menziesii 18 14 0 N 2 2 epicormicsprouts Remove 1 declining 30-60% twig and branch dieback scaffold branch Infested one to a few conks;small cavities 71619 N/A Douglas-fir Pseudotsuga menziesii 24 17 0 N 2 2 Reduced vigor Remove 2 average 60-90% small twigs small branches Minor presentonlyat pruning wounds AS-BUILT 730001 N/A Douglas-fir Pseudotsuga menziesii 15 16 0 N 1 1 Broken top, small live crown Remove 3 good to excellent 90-100% little or none none None absent to present only at pruning wounds 730003 N/A apple Malus spp. 11 12 0 N 1 1 Very poor structure Remove Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: DATE 5/10/2023 Invasive species, dead and broken APPROVED CRAIG LARSON RATING CONSIDERATIONS 730004 N/A ,European white birch Betula pendula 13 10 0 N 1 1 branches, crown decay Remove Nuisance trees are the dominant species in the stand and/or continued viability of the stand is unlikely due to pests,competition from nuisance tree or plant species, hydrologic changes or 1 0 DBH is tree diameter measured at4.5-feet above the ground level in inches;trees with multiple trunks splitting below DBH are measured separately and individual trunk other factors. measurements are separated by a comma,except multiple trunks of the same size are indicated as quantity x size. 1 The stand requires a currently cost prohibitive level of investment and management of pests,diseases,nuisance tree or plant species, hydrology or other factors to become viable. 2C-Rad is the average crown radius measured in feet. The stand is viable but requires more frequent management and monitoring of pests,diseases, nuisance tree or plant species,hydrology or otherfactors for continued viability than a stand 30/S identifies the trees as either Open Grown or Stand Grown. 2 rated as a "3". 4HT identifies whether or not the tree is a Heritage Tree(either Y for yes or N for no). RIVERSIDE The stand is viable but requires less frequent management and monitoring of pests,diseases,nuisance tree or plant species, hydrology or other factors for continued viabilitythan a stand 5Cond 3 is the numerical condition rating(0-3)as defined in theTigard Urban Forestry Manual: rated as a "2". RATING VIGOR CANOPY DENSITY DEADWOOD FAILURE HISTORY PESTS DECAY AT SCHOLLS Total Canopy is the delineated on-site tree canopy area (in square feet)calculated by Pacific Community Design. 0 dead to severe decline <30% ijor scaffold branch >1 scaffold Infested major conks and cavities 1 declining 30-60% Band branch dieb< scaffold branches Infested one to a few conks;small cavities MEADOW 2 average 60-90% small twigs small branches Minor present only at pruning wounds 3 good to excellent 90-100% little or none none None absent to present onlyat pruning wounds 6Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: RATING CONSIDERATIONS The tree is a "hazard tree"as defined in chapter 18.120 of the Tigard Development Code and "hazard tree abatement" as defined in Cha pter 18.120 in the Tigard 0 Development Code cannot be completed in a mannerthat results in tree retention consistent with tree care industry standards. 1 The tree is dead, in severe decline, or declining but may still be retained if desirable for wildlife or other benefits because it is not considered a "hazard tree" or"hazard tree abatement"could be performed. npn,, 2 The tree has average health and/or structural stability that could be alleviated with treatment;the tree will be less resilient to development impacts and will F: require more frequent management and monitoring after development than a tree rated as a "3". c�G I NFF4 3 The tree has good to excellent health and structural stability;the tree will be more resilientto development impacts,and will require less frequent A-963PE management and monitoring after development than a tree rated as a "2". o OREGON oh 13, ,o � 4/0 L. LPG EXPIRES: 12-31-24 TREE PRESERVATION PLAN E a O CV O N d > 0 m WH W N 3 r,...,4 1 3 D PACIFIC COMMUNITY DESIGN Lu ct 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 N [F] 503-941-9485 N U) PROJECT NO.: 144-001 .5 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 0) 2 0 O 0 O 4 v 0 1 1 3 Z . L l \ . \ / \ / , / SW JEAN LOUISE ROAD -, r . , . • r , r 0 w. 0_ w _ Q a a - o R/W R/W Z ~ - N K 52' R.O.W. R/W R/W PL • �J,, a r Ug 52' R.O.W. VARYING TRAIL CORRIDOR ` '> R-1 Riverside Homes 8' 28' PAVEMENT 8' I I 8' 28' PAVEMENT SW GRAND ST o P U E I 5' 5.5' 8' 12' 8' 5.5' 5' I PUE E P U E �� 2 >- - SW PLANT. PARKING TRAVEL PARKING PLANT. SW I 5' I 5.5' 8' 12' 8' 12' I 0 SW PLANT. PARKING TRAVEL PARKING PLANT. 3 0.5' � � 0.5' 1ST SUBMITTAL: 9/13/2021 II 5 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 5.1 I0 5 0.5' - - TC = CL+ 0.85' TC = CL+ 0.07' - - 0.5' I 1 0.5'� fTC = CL+0.85' TC = CL+0.07' -- �0.5' I TRAIL MAX. 2.50% 2.50% 5.� MAX 5:/ MAX. I 2.50% 2.50% 15.1 MAX 3RD SUBMITTAL: 3/24/2022 -y 4TH SUBMITTAL: 5/5/2022 IL -� TC ELEV= C ELEV-0.03' 5TH SUBMITTAL: 6/14/2022 CONCRETE CURB AND GUTTER 1 PER DETAIL 3, SHEET D2.01. D2.01 CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER 1 CONCRETE CURB AND GUTTER GENERAL NOTES: CONCRETE SIDEWALK PER DETAIL 126, SHEET D2.01. PER DETAIL 3, SHEET D2.01. D2.01 PER DETAIL 126, SHEET D2.01. REVISIONS CONCRETE SIDEWALK 1. CONSTRUCT SW GRANDE AVENUE PER PER DETAIL 120, SHEET D2.01. TYPICAL STREET SECTION B1 Et B2, THIS NO. DATE DESCRIPTION PER DETAIL 120, SHEET D2.01. STA: 14+67.51 TO 15+50.03 SHEET. SEE CR4 AND CR5 FOR ADDITIONAL STA: 10+00.00 TO 14+67.51 B2 LOCAL RESIDENTIAL - SKINNY STREET B I LOCAL RESIDENTIAL - SKINNY STREET SUPER ELEVATION AND TRANSITION CROSS PARKING ON BOTH SIDES PARKING ON BOTH SIDES SECTIONS. N.T.S. N.T.S. 2. REFER TO CR4, AND CR5 SHEETS FOR CURB RETURN INFORMATION. 3. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE NUMBER OF CROSSINGS, EXACT LOCATIONS, DEPTH, CONDUIT TYPE, ETC. SHALL BE SW 175TH AVENUE SW 174TH LOOP SPECIFIED BY THE PRIVATE UTILITY SEE SHEET 207 SEE SHEET 206 CARRIERS. CONTRACTOR SHALL COORDINATE. I N moo- I '1' o 77 25 °�, 8 13 I I I 18 o� I STREET NOTES: goo vv ✓ ' I �o-o 'no:. I O INSTALL STANDARD ADA ACCESSIBLE w o �^0 9 I 24 RAMP PER DETAIL 128, SHEET D2.03. AS-BUILT 1 2 3 Z 12 o • o, �- I 190 INSTALL MONUMENT BOX TYPE PER DATE 5/10/2023 < boo I ° °- o I I DETAIL 170, SHEET D2.02. TYP. ° ' : 9I oo•-I APPROVED CRAIG LARSON Ioo I -• I 23 03 CONSTRUCT 3' ASPHALT BENCH AT END 0� 0 - 0 � N © l� O 10 8.00' I I, >o% I 20 OF STREET IMPROVEMENTS. 1 -- ,A� - PUE, TYP. 11 6 >-:- 'FiCE•inganitainialL *4 ___ 0 �� • • v, a O4 INSTALL STREET BARRICADE PER SHEET �i� ►� � `I!� P E I D2.02. ° 22 10 100 ss 11 :: 0 . , . °. ° �� , RIVERSIDE O5 INSTALL SIDEWALK STREET BARRICADE a� s �- ��00 - TRACT A PER SHEET D2.02. k0� �� M M �� A,� iV asp- 13+00 SW GRAND STREET ,fit/ ° _ w _ as _ as , - _ _ _ AT SCROLLS ►�li� _I •I - W- w :=� S//6540 e O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER 8 er, ^ �° _/ __-_ 4110 \a DETAIL 141, SHEET D2.01. SEE TABLE �'raiir s �' " �� 21 THIS SHEET FOR DRIVEWAY MEADOW A ��r • W NI INFORMATION. © © O O © TRACT H © O e r • -_ Il pe* so ��,\` c, O a 00 ( © © © O © ° . �- - I- N 6A CONSTRUCT COMMERCIAL DRIVEWAY I O / w W PER DETAIL 143, SHEET D2.01. SEE ST:11+08 11 `�,,� 15�00 W TABLE THIS SHEET FOR DRIVEWAY iI OFF:14.50'R TO ST:13+39 / •• ;� ° o lid Z I INFORMATION. ( ST:11+49 .. Q Vl 6 � ( OFF:14.50'R TO / c 11 CONSTRUCT GUARD RAIL AND POSTS \\,,, ( OFF:14.50'R ST:13+82 / ID \ s� 0 w PER ODOT DETAIL 1404, 1470, AND 1471 PRQFF- - _ _ OFF:14.50'R , - \ N ON SHEET D2.05. INSTALL \��I NE-- -)*. ENERGY-ABSORBING TERMINALS - _ I - 84963PE MEETING ODOT'S QPL AT ALL ��Q . SW GRAND STREET - PLAN GUARDRAIL TERMINI PER ODOT DETAIL 1465, SHEET D2.05. LOCATION OF o OREGON SCALE: 1" = 40' GUARD RAIL RELATIVE TO CURB PER c6 13, `O DETAIL 2, SHEET D2.03. GUARD RAIL 'q/ c' POST TO HAVE A MINIMUM SETBACK OF G L L . �'P 3' FROM FACE OF WALL AND BE EXPIRES: 12-31-24 EMBEDDED A MINIMUM OF 5' DEEP PER AASHTO REQUIREMENTS. STATION AND OFFSET TO FACE OF GUARDRAIL. , LEGEND: SW GRAND STREET a Q 290 - PVI STA: 10+88.57 - PVI STA: 13+44.60 290 . SIDEWALK BUILT BY DEVELOPMENT PLAN AND PROFILE N PVI ELEV: 259.37 PVI ELEV: 261.41 ,o,000-ovo SIDEWALK BUILT BY HOME BUILDER .00 PVI STA: 8+48.40 LVK; 15.44 K: 20.00 ciRw - PVI ELEV: 260.58 w a AREA FOR GRIND AND OVERLAY >. BVCS: 1 +78.85 w LVC: 24.11 ce O �\: � 0 K: 25.00 BVCE: 259.42 BVCS: 13+32.54 , , o _ LVC: 78.90 _ F- w BVCE: 261.32O _ 280 EVCS: 10+98.29 - �•, > -z 280 HIGH PT. STA: 8+75.35 O0 0 0o EVCE: 259.45 a EVCS: 13+56.65 w o HIGH PT ELEV: 260.41 00 o v o LOW PT. STA: 10+86.35 - EVCE: 261.65 DRIVEWAY STATIONS _ N'" + N + N + N ON. LOW PT. STA: 13+32.54 - Lf, N �` - co 0o - z ^- • LOW PT ELEV: 259.40 - z e'', o rn co N N U II N z M o LOW PT ELEV: 261.32 oar LOT STREET STATION WIDTH .0 .o v > v > za _O � vMON N m m W w O F- I F- N O: N w 270 a cn > + N L - " i� 270 3 10+22.18 GRAND STREET, 14.000' LT 16.00' ii zap L„ � �I „ i_ aaw LU w w " " > z v~, v~, w 4 10+52.18 GRAND STREET, 14.000' LT 10.00' • o N w EXISTING GRADE ® a a w ' ' . _ STREET CENTERLINE _ z FINISH GRADE ® 2.00% C PVI STA = 10+00.00 I STREET CENTERLINE _ - - - - - i- - - - 5 10+74.18 GRAND STREET, 14.000' LT 16.00' 11P00""illiti ELEV = 259.82 N _ o.5o 0.80% _ _ -- -�,�ii�iii 260 PACIFIC COMMUNITY DESIGN 260 - --- - __ 0.50% _ _ - c' 2 66% __-1 _ - �� -� _ �� - - ui ` _PROPOSED 8" ATER 12564 SW Main Street NE ' - - Tigard, OR 97223 FUTURE GRADE ® - _ - [T] 503-941 -9484_N STREET CENTERLINE - PROPOSED 12" STORM � [F] 503-941 -9485 250 _ - - - PR POSED 8" SANITARY, PROPOSED 18" STORM 250 PROJECT NO.: 144-001 2 65 5 75 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 15+50 TYPE: CONSTRUCTION REVIEWED BY: PRE 0) C SW GRAND STREET - PROFILE 50 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SCALE 4 40 0 20 40 (-11;) 201 o 1 INCH = 40 FEET z JL , 1 , , J) SW JEAN LOUISE ROAD 0 .w a w a �_ w - x x z a a a - o z ^ z o F - n E Z - - Q - U N �a s RA Riverside Homes SW GRAND ST LD _ �� 1 >- - 0 ,, 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 REVISIONS SW SABRINA AVENUE SW 172ND AVENUE SW 171 ST AVENUE NO. DATE DESCRIPTION SEE SHEET 209 SEE SHEET 204 SEE SHEET 203 I o °°:o W ass I °oz�o z I °°-,› Z :. n' a ) o°. I I > ::°,� 48 8.00' 49 I > � 1 j _ �I z -® I O 34 35 1 i �ii N ®:. i O\AA PUE, TYP. 0 j a N I 0 a1 GENERAL NOTES: a , W � - I ,„ �� 3 3 I 1. CONSTRUCT SW GRANDE AVENUE PER W \ 3 a 3 O 3 a • , . , . a �, TYPICAL STREET SECTION B1, THIS SHEET. SEE m v, • mu I! I N 3 4 �I„ CR1, CR2, AND CR3FOR ADDITIONAL SUPER �Ix I A 0 ON LA I- --- 1 20+00 20r75 ELEVATION AND TRANSITION CROSS SECTIONS. W 16+00 17+00 SW GRAND STREET 18+00 ", 19+00 -Z Ci WI - SD I s�r SE I - SD - SD SD SD 2. REFER TO CR1, CR2, AND CR3 SHEETS FOR w w w- wTW A, ' w- CURB RETURN INFORMATION. W ° '- \ _ _ •.I 3. DRY UTILITY CROSSINGS SHALL BE PLACED ' - - - - 1 /i . = 1 � , E;1 PRIOR TO PROOF ROLL TEST FOR CURB. THE 2 a 1. 14., ' - Om �' O r0 TRACT E 1 ® NUMBER OF CROSSINGS, EXACT LOCATIONS, 3 ----, 0 OI ase �a�e�� 2 �I~�rn61 �� © DEPTH, CONDUIT TYPE, ETC. SHALL BE © �� I =! I 1 .1 SPECIFIED BY THE PRIVATE UTILITY AS-BUILT _L ' . TRACT F 1.- .--z DATE 5/10/2023 CARRIERS. CONTRACTOR SHALL COORDINATE. AppF1pvED CRAIG LARSON SW GRAND STREET - PLAN SCALE: 1" = 40' STREET NOTES: 0 INSTALL STANDARD ADA ACCESSIBLE RIVERSIDE RAMP PER DETAIL 128, SHEET D2.03. 2O INSTALL MONUMENT BOX TYPE PER AT SCHOLLS DETAIL 170, SHEET D2.02. MEADOW 134I STA: 17+29.77 1 LEGEND: - PVI ELEV:268:67- PVI STA: 20+13.43 - K: 20.00 PVI ELEV: 265.51 p LVC: 58.87 I- K: 20.00 SIDEWALK BUILT BY DEVELOPMENT 290 w BVCS: 17+00.311 w _ 290 0 0° v w LVC: 20.19 w a' SIDEWALK BUILT BY HOME BUILDER BVCE: 268.23 1- > "' EVCS: 17+59.20 v, a BVCS: 20+03.33 i- w o z o 0 BVCE: 265.60 `^ a AREA FOR GRIND AND OVERLAY ` D PROFS , a m N. N EVCS: 268.2p (-,1 EVCS: 20+23.52 Z N \S �G I NFF o rn v 0 N .o ^ HIGH PT. STA: 17+30.34 cc° 1 �� * + n1 I- IrVCE: 265.53 I 1 84963PE + o �c HIGH PT ELEV: 268.45 0 `� `O °' °� II N z as o o LOW PT. STA: 20+21.04 280 z M a z 0 280 -''�II I. 11 o • , � � ' o � � o LOW PT ELEV: 265.52 Q Q u H Ni ,o > H v c+1 ,0 o lr; oo o OREGON ,T v~i � > w .+o o c�.l w w o+o o N PV STA = 20+61.49 v I+ `+ �h `0 w w N7 � N - - „ ooc.l C,, 13, > w u n " w ° " > - ELEV = 265.57 VI N '- CI- u q LiJ I- Q a w FINISH GRADE @ 1- a H J ce " " G LP ui z v~i v~i w STREET CENTERLINE - v' v' w EXISTING GRADE @ z 1 1 J L . PVI STA = 16+29.49 z w 270 I ELEV = 267.18 1- _ 270EXPIRES: 12-31-24 150% -144% JSTREETCENTERLE mod 0.12% 2.79% --- 1 260 PROPOSED$"WATER I - -6 260 SW GRAND STREET - - PROPOSED 12" STORM PLAN AND PROFILE N PROPOSED 18" STORM 0 N 250 250 o 15+50 16+00 17+00 18+00 19+00 20+00 21 +00 R/W R/W PL N 0 52' R.O.W. VARYING TRAIL CORRIDOR LuLLI= SW GRAND STREET - PROFILE s' 28' PAVEMENT `' PUE I 1 1 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 1 5' I 5.5' 8' 12' 8' 12' 1 1 0 SW PLANT. PARKING TRAVEL PARKING PLANT. w 0.5' f 5' 5:1 I 0.5'- --.-TC = CL+ 0.85' TC = CL+ 0.07' 0.5' I TRAIL � z MAX. 2.50% 2.50% 5..1 .. `X' z g �� TC ELEV= C ELEV-0.03' FL4 Di,,ir N CONCRETE CURB AND GUTTER 1 PACIFIC COMMUNITY DESIGN o PER DETAIL 3, SHEET D2.01. D2.01 CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 0 CONCRETE SIDEWALK 12564 SW Main Street N PER DETAIL 120, SHEET D2.01. STA: 15+50.03 TO 20+75.49 Tigard, OR 97223 0 LOCAL RESIDENTIAL - SKINNY STREET [T] 503-941 -9484 , i3D- PARKING ON BOTH SIDES [F] 503-941 -9485 N.T.S. 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION REVIEWED BY: PRE 1) c 2 0 0. SCALE 4 40 0 20 40 (7) 202 o 0_ 1 INCH = 40 FEET z JL , 1 J) SW JEAN LOUISE ROAD w a w 0 > �_ w Ni = a a a o 1_ z � z o . N -I m N N -I u a 'N 3 N ' % R-1 Riverside Homes N K SW GRAND STREET - �� SW GRAND ST (--1 -' 2 SEE SHEET 202 ,_ - .� , y� _ o 1ST SUBMITTAL: 9/13/2021 ' 1 T KEY MAP e 2ND SUBMITTAL: 1 /27/2022 /�,� i II 3RD SUBMITTAL: 3/24/2022 '7� 1 I o , 4TH SUBMITTAL: 5/5/2022 ,$ TRACT E I CONNECT SIDEWALK TO - 5TH SUBMITTAL: 6/14/2022 I I EXISTING SIDEWALK �,, I r STA:13+00.51, 24.50'L GENERAL NOTES: 49 50 51 52 53 54 55 o ELEV=266.54' _ REVISIONS _ .CONNECT SIDEWALK TO 1. CONSTRUCT SW 171ST AVENUE PER TYPICAL T. EXISTING SIDEWALK , p �T STREET SECTION A, THIS SHEET. STA:13+00.51, 19.50'L NO. DATE DESCRIPTION ti Z < START DRIVEWAY WING TAPER p _YP ELEV=266.60' < STA:12+97.51, 14.00'L '1 I t0I Q SAWCUT CURB 2 INFORM. REFER ATION. ON.SHEET FOR CURB RETURN At 0 ii 0 0 0 e 1�" o z _ __ _ END DRIVEWAY WING TAPER v\\ • ). STA:13+00.51, 14.00'L 3. DRY UTILITY CROSSINGS SHALL BE PLACED �,�� `' - - ° °,7, d ° ..°_ o a <, < V GUT ELEV=266.01'_ PRIOR TO PROOF ROLL TEST FOR CURB. THE °°°° 4 c �' 14j s off.: �o %ao�,� o00 ° a, ^ 000°0 :, N ■� NUMBER OF CROSSINGS, EXACT LOCATIONS, _ � '°`°° �a ��'°y°'°° ` SAWCUT PAVEMENT ��GRIND AND OVERLAY �,', S SS 12i00 SS SSIF ��re1 XSS STA:13+01.58, 12.50'L i - STA:13+13.20, 12.50'L DEPTH, CONDUIT TYPE, ETC. SHALL BE 6+71 +� :+� 9+0� ' ' 1•� QO� SW 171 ST AVE Cam_ - /LI I SAWCUT PAVEMENT -.- 1--- _� .� Q SPECIFIED BY THE PRIVATE UTILITY - - ,01A1� - SD �" M SD �� SD SD ' M SD ��I 0 XSD STA:13+01.58, 9.50'L v� IL - „ h • )( I XSS / XSS CARRIERS. CONTRACTOR SHALL M rmir XW SAWCUT PAVEMENT COORDINATE. //.1/� . � a I>k ° M - '. RIAMII - IA • I • . e • - / i - STA:13+06.01, 9.4TL _ - + • . - - - •�' SAWCUT PAVEMENT SAWCUT PAVEMENT STA:13+01.58, 4.50'L-13+1� I ' , ® 60 _ v x - - STA:13+05.96,4.54'L �0.,�( - - - - - - -- - 63 62- - 61- 59 58 57 56 I� -- - ��-- I / TRACT D 0 64 „n I8.00' I I I Xsr STREET NOTES: k )n� I I I UE TYP. I I III SAWCUT PAVEMENT I I SAWCUT PAVEMENT 1O INSTALL STANDARD ADA ACCESSIBLE �J STA:13+01.58, 7.50'R - - STA:13+12.20, 7.50'R RAMP PER DETAIL 128, SHEET D2.03. SW 171ST AVENUE - PLAN M SAWCUT PAVEMENT STA:13+12.20, 10.50'R 2O INSTALL MONUMENT BOX TYPE PER SCALE: 1" = 40' SAWCUT PAVEMENT DETAIL 170, SHEET D2.02. N STA:13+11.08, 10.50'R AS BUILT 03 CONSTRUCT 3' ASPHALT BENCH AT END 5/10/2023 c�GRIND AND OVERLAY DATE START DRIVEWAY WING TAPER x OF STREET IMPROVEMENTS. STA:13+08.22, 13.72'R m STA:13+13.20, 12.50'R j APPROVED CRAIG LARSON SAWCUT PAVEMENT 04 INSTALL STREET BARRICADE PER SHEET a b. A STA:13+11.22, 12.50'R D2.02. SAWCUT CURB A END DRIVEWAY WING TAPER <, T STA:13+11.22, 13.72'R O INSTALL SIDEWALK STREET BARRICADE CONNECT SIDEWALK TO@ / GUT ELEV=265.53' D( PER SHEET D2.02. EXISTING SIDEWALK CONNECT SIDEWALK TO I \ RIVERSIDE STA:13+11.01, 24.50'R EXISTING SIDEWALK 6' 06 CONSTRUCT RESIDENTIAL DRIVEWAY PER ELEV=266.14' STA:13+11.08, 19.50'R ELEV=266.13' DETAIL 141, SHEET D2.01. SEE TABLE _ - - -I- - -, o m THIS SHEET FOR DRIVEWAY AT SCHOLLS INFORMATION. I I 7 SEE TREE FARM TERRACE MEADOW o I CONNECTION DETAIL SHEET 209 CONSTRUCT COMMERCIAL DRIVEWAY 300 300 I I 6A PER DETAIL 143, SHEET D2.01. SEE PVI STA: 9+18.34 TABLE THIS SHEET FOR DRIVEWAY PVI ELEV: 261.03 SW 171ST AVENUE STREET INFORMATION. _ K: 20.00 PVI STA: 11+52.74 - CONNECTION DETAIL LVC: 79.94 PVI ELEV: 271.58 0 SAWCUT EXISTING CURB AT EDGE OF I� r-, 7 M K: 20.00 SCALE: 1" = 10' DRIVEWAY DROP. CONSTRUCT 3' M 00 M 00 290 06 o -N - LVC: 160.00 _ - 290 DRIVEWAY WING FOR EXISTING N. `�' rn `�' HIGH PT. STA: 11+62.74 ^ COMMERCIAL DRIVEWAY PER DETAIL nDn�` �;; v cii v c-i r HIGH PT ELEV: 270.00 �i o0 143, SHEET D2.01. SEE STREET r11U/` - u > u > I+ �° `+ 'N° - - Z o CONNECTION DETAIL FOR STATIONING. �� I / G F m C° w w END CONSTRUCTION o w N ,�; N 8496 PE PVI ST, = 9+70.5 1 - u - u u N �, 7 SAWCUT MIN. OF 1-FOOT INSIDE SOUND �" lJ � `\ - 280 - ELEV= 263.38 m 0° w w _ ii o 280 EXISTING ASPHALT CONCRETE Q PAVEMENT AND REMOVE. SEE STREET o OREGON CO ci N. FINISH GRADE @ N N DRIVEWAY STATIONS CONNECTION DETAIL FOR STATIONING. ch ti� , .+o ou� SIrREET CENTERLINE a I C,jq/ 13, ii `V w _1 LOT STREET STATION WIDTH O8 GRIND TOP 2" OF EXISTING ASPHALT & G LP N EXISTING GRADE C� °O ``' EXPIRES: 12-31-24 OVERLAY TYPE 'C' LEVEL II FOR THE 270 > L STREET CENTERLINE - - _ - 49 10+87.50 171ST AVE, 14.000' LT 16.00' LIMITS SHOWN ON THE PLANS. SEE 270 CL w FUTURE GRADE C� - - 3•5qq STREET CONNECTION DETAIL FOR CENTERLINE I50 11+20.50 171STAVE, 14.000' LT 16.00' STATIONING. 51 11+45.50 171STAVE, 14.000' LT 16.00'I 10 REMOVE EXISTING WOOD FENCE WITHIN [1TT - �5U%- - - - - - - - - - - - - - - - 260 C� - ° - SDLN 1 260 52 11+86.50 171ST AVE, 14.000' LT 16.00' RIGHT-OF-WAY AND FENCE MOUNTED 4.50% SSLN-E STREET BARRICADE SW 171 ST AVENUE PROPOSED 8" WATER _� 53 12+11.50 171ST AVE, 14.000' LT 16.00' -------7- E TPROPOSED 12" STORM Q 54 12+52.50 171 ST AVE, 14.000' LT 16.00'-47 PLAN AND PROFILE PROPOSED 8" SANITARY LEGEND: 250 250 55 12+77.50 171ST AVE, 14.000' LT 16.00' 0 6 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+50 TRACT B 10+93.00 171ST AVE, 14.000' RT 16.00' • . SIDEWALK BUILT BY DEVELOPMENT _ vvavvoo SIDEWALK BUILT BY HOME BUILDER o AREA FOR GRIND AND OVERLAY N w SW 171ST AVENUE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' a 3 U R/W R/W w 52' R.O.W. Q 8' 28' PAVEMENT 8' ,,, PUE I PUE PACIFIC COMMUNITY DESIGN I 5' 5.5' 8' 12' 8' 5.5' 5' I SW PLANT. PARKING TRAVEL PARKING PLANT. SW 0 5' -- L0.5' 12564 SW Main Street c.iff0.5' - TO= CL + 0.07' TC = CL+0.07' - - 0.5' Tigard, OR 97223 c'S0 5'1 MAX, 2.50% 2.50% 5.1 NIPX. N [T] 503 941 9484 [F] 503-941 -9485 0 , \ 1 N D2.01 PROJECT NO.: 144-001 5 TYPE: CONSTRUCTION 2 LOCAL RESIDENTIAL - SKINNY STREET REVIEWED BY: PRE B PARKING ON BOTH SIDES 2 o N.T.S. 0 0 SCALE 40 0 20 40e 203 o a 1 INCH = 40 FEET 2 SW GRAND STREET SW JEAN LOUISE ROAD SEE SHEET 201 - O6 . , w w DRIVEWAYS STATIONS - ~ 3 m - Li 3 3 o I LOT STATIONS WIDTH 'N �J 3 . N R-1 Riverside Homes �' I SW GR'.ND ST TRACT F 35 10+88.00 (172ND AVE), 14.00' LT 16.00' - r- ( 1 2 - )0 • o 35 36 37 38 39 40 41 a N 36 11+20.00 (172ND AVE), 14.00' LT 16.00' 1ST SUBMITTAL: 9/13/2021 �: KEY MAI' W 2ND SUBMITTAL: 1 /27/2022 0 , 8.00' 37 11+46.00 (172ND AVE), 14.00' LT 16.00' )� I I D TY, • PU= TYP. 6, 3RD SUBMITTAL: 3/24/2022 O �� Z 4TH SUBMITTAL: 5/5/2022 • - © ,�: I o - • l 0 - . - - -- _L - 0 J ko 0 38 11+86.00 (172ND AVE), 14.00' LT 16.00' t �� m - aaTaaaQa a, a 39 12+11.50 (172ND AVE), 14.00' LT 16.00' GENERAL NOTES: 5TH SUBMITTAL: 6/14/2022 O' ` ii ` °°°° .. °° ., pva 1 o,c<,° °°°<<o,,,,, <,° REVISIONS • - :..: °� °�°°° 1. CONSTRUCT SW 172ND AVENUE PER TYPICAL 0 • - ■N °° N� 1 ' �� 40 12+52.50 (172ND AVE), 14.00' LT 16.00' • SW 172ND AVE 0 •• s - Ss ' (jJ� XS STREET SECTION A, THIS SHEET. 8+00 9+00 11430 •• r_ . 6+71 7+00 -� - NO. DATE DESCRIPTION I I - I - I- -I - - A " I. •1D SD i O XSD- 41 12+77.50 (172ND AVE), 14.00' LT 16.00' 2. REFER TO CR2 SHEET FOR CURB RETURN MX- • M I W -!� �1� w I w INFORMATION. I �v , �° ,yd \`�O 42 12+77.50 (172ND AVE), 14.00' RT 16.00' I Irk ill ... 1 .: `',1, 1 ,` ' ' ! <:'<,1 ° ° ° ° 3. DRY UTILITY CROSSINGS SHALL BE PLACED a a a - 43 12+52.50 (172ND AVE), 14.00' RT 16.00' PRIOR TO PROOF ROLL TEST FOR CURB. THE 1 g ,�`' �' NUMBER OF CROSSINGS, EXACT LOCATIONS, O O 0 O 44 12+11.50 (172ND AVE), 14.00' RT 16.00' DE TH, CONDUIIT TYPE, ETC HALL BE © , ( TYP. SPECIFIED BY THE PRIVATE UTILITY I I e 45 11+86.50 (172ND AVE), 14.00' RT 16.00' CARRIERS. CONTRACTOR SHALL COORDINATE. 48 47 46 45 44 43 42 46 11+45.50 (172ND AVE), 14.00' RT 16.00' TRACT IE I c' 47 11+21.00 (172ND AVE), 14.00' RT 16.00' I r 48 10+87.50 (172ND AVE), 14.00' RT 16.00' STREET NOTES: illI i I . O INSTALL STANDARD ADA ACCESSIBLE III I: 1-• _ I I P RAMP PER DETAIL 128, SHEET D2.03. SW GRAND STREET SW 172ND AVENUE - PLAN O INSTALL MONUMENT BOX TYPE PER SEE SHEET 201 DETAIL 170, SHEET D2.02. AS-BUILT SCALE: 1" = 40' O CONSTRUCT 3' ASPHALT BENCH AT END DATE 5/10/2023 OF STREET IMPROVEMENTS. - APPROVED CRAIG LARSON I O4 INSTALL STREET BARRICADE PER SHEET D2.02. Lil - O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER - v v < v v < DETAIL 141, SHEET D2.01. SEE TABLE d Q < < < < a < Q < ' SAWCUT CURB THIS SHEET FOR DRIVEWAY RIVERSIDE END DRIVEWAY WING TAPER INFORMATION. �� STA:13+00.67, 14.00'L v START DRIVEWAY WING TAPER GUT ELEV=267.49' STA:12+97.67, 14.00'L 0 SAWCUT EXISTING CURB AT EDGE OF AT SC H O LLS ov v 7 I ,\ _ ,°' GRIND AND OVERLAY I DRIVEWAY DROP. CONSTRUCT 3' / STA:13+10.24, 12.50'LL DRIVEWAY WING FOR EXISTING MEADOW SAWCUT PAVEMENT I SAWCUT PAVEMENT COMMERCIAL DRIVEWAY PER DETAIL i�STA:13+01.87, 12.50'L I1 17-) STA:13+05.77, 9.421i 143, SHEET D2.01. SEE DETAIL THIS SAWCUT PAVEMENTSHEET FOR MORE INFORMATION. SS STA:13+01.87, 9.50'LXSS X o O7 SAWCUT MIN. OF 1-FOOT INSIDE SOUND - SAWCUT PAVEMENT EXISTING ASPHALT CONCRETE 300 300 SAWCSTA:13+101 87, 4.50'L 131T PAVEMENT I.10 STA:13+05.76,4.50'L PAVEMENT AND REMOVE. SEE PROFILE / FOR STATIONING. - N SAWCUT PAVEMENT PVI STA: 9+15.51 sD XSD 8 GRIND TOP 2" OF EXISTING ASPHALT a PROF PVI ELEV: 265.19 PVI STA: 10+85.02 PVI STA: 11+82.85 STA:13+01.87, 7.50'R I SAWCUT PAVEMENT OVERLAY TYPE 'C', LEVEL II FOR THE �j��I N ` / K: 20.00 PVI ELEV: 267:98 PVI ELEV:271.76 SAWCUT PAVEMENT I I STA:13+09.24, 7.50'R LIMITS SHOWN ON THE PLANS. c� F� 290 LVC: 96.54 K: 20.00 K: 20.00 290 ST 1 PAVEMENT 10.50'R 1 -- 84963PE M LVC: 47.98 LVC: 145.61 W SAWCUT - W I4 m MX- 10 REMOVE EXISTING WOOD FENCE WITHIN LAC PVI STA: 7+98.71 N I rn o BVCS: 10+61.03 BVCS: 11+10.04 Z M STA:13+01.87, 12.50'R I -- -1- -SAWCUT PAVEMENT O �4 OREGON RIGHT-OF-WAY AND FENCE MOUNTED o PVI ELEV: 257.80 - o0 0 o BVCE: 267.63 BVCE: 268.95 O M I STA:13+09.24, 10.50'R c �O K: 2 .00 + �" + `"- 00 N' - o STREET BARRICADE h 1 g, 00 0, _ �, o EVCS: 11+09.01 EVCS: 12+55.65 v + �. ,;, END CONSTRUCTION w + o + M D ,,., \-7 \ 1 / GRIND AND OVERLAY ,9 LVC: 22.9�3 (;; V v; u o o EVCS: 268.91 EVCS: 269.27 cc - 'r' START DRIVEWAY WING TAPER 4 STA:13+10.24, 12.50'R /C L , LP o N > >� PVI STA = 9+70.61 w N u N LOW PT. STA: 10+61.03 HIGH PT. TA: 11+87,32 N ° N STA:12+97.70, 14.00'R I / 280 - N N -� m ELEV = 266.01 m ii -N a a I� a N 280 0 7 o o SAWCUT CURB EXPIRES: 12-31-24 r• < o Oa a > ii LOW PT ELEV: 267.63 HIGH PT LEV: 270.44 - END DRIVEWAY WING TAPER- I ao r, cn '^ > V v v cv N > w J Z > �� a N 1 1 J STA:13+00.70, 14.00'R LEGEND: w w > J a W d 2.50% 3 d w < CONNECT SIDEWALK TO! 4 `- GUT ELEV=267.24' > ro > w FINISH GRADE m w <II_ STA 113+00.70,STING D 9W55'R:1A m w STREET CENTERLINE - • :° . SIDEWALK BUILT BY DEVELOPMENT 270 7 2.82% 3.•a/o -+ - - - _ - - - ELEV=267.86' o _ - _ _ 270 CONNECT SIDEWALK TO - _ - -•3.42� - • STA 1EXIST1NG 3+OOI70 24L50'R K °J° SIDEWALK BUILT BY HOME BUILDER 1.36% _ 1' 7 -v - ELEV=267.94' AREA FOR GRIND AND OVERLAY SW 172ND AV E N U E a N " - _� �� PROPOSED 8"WATER I� �� I - Q EN > _ _ _ _ - - o I I :" SANI`A'"� PLAN AND PROFILE SW 172ND AVENUE STREET a IJ 6•33/ _ - - - 1.50% 260 j - - 260 CONNECTION DETAIL ci _ -- - - PROPOSED 12" STORM cN2 - - SCALE: 1" = 10' o - - 1 - / EXISTING GRADE @ 0 250 'Cr - _ _ STREET CENTERLINE _ 250 w w 3 245 245 R/W R/W ill 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+25 52' R.O.W. i 4111041 Z 8' 28' PAVEMENT 8' ZI I PUE I 5' 5.5' 8' 12' 8' 5.5' 5' 1 PUE I ,,,..„00.--..J° 1 SW PLANT. PARKING TRAVEL PARKING PLANT. SW COMMURr ,,/r 3 SW 172ND AVENUE - PROFILE 0.5' -- 0.5' 0.5' TC = CL+ 0.07' TC = CL+ 0.07' 0.5' 12564 SW Main Street N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' S.� N1AX. 2.50% 2.50% 5.� MAX Tigard, OR 97223 -~ [T] 503 941 9484 %, \ -CONCRETE SIDEWALK 1 CONCRETE CURB AND GUTTER [F] 503-941 -9485 0 PER DETAIL 120, SHEET D2.01. D2.01 PER DETAIL 126, SHEET D2.01. o5 PROJECT NO.: 144-001 B LOCAL RESIDENTIAL - SKINNY STREET TYPE: CONSTRUCTION 0) PARKING ON BOTH SIDES REVIEWED BY: PRE N.T.S. 0 i SCALE 204 40 0 20 40 0_ 1 INCH = 40 FEET 2 JL , , J) SW JEAN LOUISE ROAD o w a w a -. _ w - SWGRANDSTREET a a a � z ^ z , - Z N c Z " SEE SHEET 202 m Li - R� N " 3 ,, Riverside Herres �' I a I - - 0 SW GRAND ST ouj v8 >- - 0 °o( DRIVEWAYS STATIONS " 1ST SUBMITTAL: 9/13/2021 - // KEY MAP e 2ND SUBMITTAL: 1 /27/2022 TRACT G /� ° I 21 22 23 24 25 26 27 LOT STATIONS WIDTH 3RD SUBMITTAL: 3/24/2022 / 21 10+94.09 (SABRINA), 18.00' LT 16.00' 4TH SUBMITTAL: 5/5/2022 ° ',1 8 Q / I 5TH SUBMITTAL: 6/14/2022 8.00' TYP. 22 11+26.59 (SABRINA), 18.00' LT 16.00' GENERAL NOTES: 4 ° O 1 0 PUE, TYP. 0 0 0 REVISIONS e - -- - - 0 - - 1. CONSTRUCT SW SABRINA AVENUE PER l� - - 23 11+52.59 (SABRINA), 18.00' LT 16.00' TYPICAL STREET SECTION A, THIS SHEET. .I s a a a La j a a a _ SUPER ELEVATE FROM BEGIN CONSTRUCTION NO. DATE DESCRIPTION 3 stia_a da��?'a?�aa -aaaa ' a aap<a' a a 24 11+93.09 (SABRINA), 18.00' LT 16.00' �' I ,„„ ,,,r�, a°°°bs�a° °`c° . <aaa,, o0 4 a ar • ►� {,1 1. 9,v,A„: ,4:Qo °'J'`o,,:mvA aaaaaaao/°oo°0000\".a'Do o°oA aaaaa as/,, oA■a_ �� • # ON STATION 9+68 TRANSITION TO STREET ° I 25 12+18.09 (SABRINA), 18.00' LT 16.00' SECTION A AFTER INTERSECTION SEE CR3 FOR �/l SW SABRINA AVE r s, �s + sS �s 1 ,1 © XSS SUPER ELEVATION AND TRANSITION CROSS + 1 7+00 8+00 9+00 10+BO 0 _ - - - 1- 26 12+58.59 (SABRINA), 18.00' LT 16.00' SECTIONS. 6 17 1 - - I- -I - I-- - I I 1 SD SD D 7:77771- I p I XSD 2. REFER TO CR3 SHEET FOR CURB RETURN ® M W eaal • . Nf, N V� N MX c 27 12+81.09 (SABRINA), 18.00' LT 10.00' INFORMATION. ,O \�' as a is •tea°, ° ° ° d a a a p28 12+78.09 (SABRINA), 18.00' RT 16.00' 3. DRY UTILITY CROSSINGS SHALL BE PLACED • vsP9°� y°: � y °a° �. a° aa°s_'�� faa�a,°� _ va• aI f,, - aaaaaaaaa _ ' PRIOR TO PROOF ROLL TEST FOR CURB. THE • _ D - J- - - �-� - - -f + ( Z - - - - 29 12 52.59 (SABRINA), 18.00 RT 16.00' NUMBER OF CROSSINGS, EXACT LOCATIONS, 0p 0 i' . 6 1 • ( © 0 m 0 DEPTH, CONDUIT TYPE, ETC. SHALL BE " `^ 8.00 SPECIFIED BY THE PRIVATE UTILITY 1 :I�� 30 12+12.59 (SABRINA), 18.00' RT 16.00' , PUE, TYP. TYP. CARRIERS. CONTRACTOR SHALL pa ■ I ,- ,: 31 11+86.59 (SABRINA), 18.00' RT 16.00' COORDINATE. q • i 0 34 33 32 31 30 29 28 32 11+46.59 (SABRINA), 18.00' RT 16.00' s TRACT F I 33 11+21.09 (SABRINA), 18.00' RT 16.00' STREET NOTES: - 1 1 q I I 34 10+88.09 (SABRINA), 18.00' RT 16.00' INSTALL RAMP PER ETAIRD28D SHEET SIB03. As_Bu LT I d. I' J '1 1° DATE 5/10/2023 °A_ �l' 1-7 i-: . 2 2O INSTALL MONUMENT BOX TYPE PER APPROVED CRAIG LARSON SW GRAND STREET SW SABRINA AVENUE - PLAN I DETAIL 170, SHEET D2.02. SEE SHEET 201CONNECT SIDEWALK TO CONNECT SIDEWALK TO 000NSTRUCT 3' ASPHALT BENCH AT END SCALE: 1" = 40' EXISTING SIDEWALK EXISTING SIDEWALK STA:13+01.10, 23.50'L STA:13+01.10, 28.50'L OF STREET IMPROVEMENTS. - ELEV=266.66' ELEV=266.72' 1 SAWCUT CURB a ° A 0INSTALL STREET BARRICADE PER SHEET 1 END DRIVEWAY WING TAPER < 1 4 D2.02. RIVERSIDE STA:13+01.10, 18.00'L < C. GUT ELEV=266.22' START DRIVEWAY WING TAPER O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER STA:12+98.10, 18.00'L , 116:. \[7] DETAIL 141, SHEET D2.01. SEE TABLE AT SCROLLS 7 Fy, e _ THIS SHEET FOR DRIVEWAY 0 INFORMATION. MEADOW SAWCUT PAVEMENT >c 300 - - - 300 STA:13+03.65, 16.50'L GRIND AND OVERLAY 6C SAWCUT EXISTING CURB AT EDGE OF S ISTA:�1c+14.59, 16.50'L DRIVEWAY DROP. CONSTRUCT 3' PVI STA 10+77.96 SS SAWCUT PAVEMENT SAWCUT PAVEMENT DRIVEWAY WING FOR EXISTING STA:13+03.65, 13.96'L STA:13+07.30, 14.03'L COMMERCIAL DRIVEWAY PER DETAIL PVI STA: 9+40.78 ELEV = 268.88 BEGIN CONSTRUCTION ,„ SAWCUT PAVEMENT 143, SHEET D2.01. SEE STREET PVI ELEV: 262.90 0 SAWCUT PAVEMENT STA:13+07.40, 9.03'L CONNECTION DETAIL FOR STATIONING. K: 20.00 PVI STA = 9+67.88 I- STA:13+03.65, 8.96'L 290 ELEV = 264.08 w PVI STA: 11+92.67 290 1 O LVC: 27.09� (} SAWCUT MIN. M rn rn O• a N PVI ELEV: 272.97 13+ 0 7 EXISTING ASPHOALT CONOCRETE INSIDE SOUND 484963E - K: 23.39 / PAVEMENT AND REMOVE. SEE STREETLVC: 221.67 ( / SAWCUT PAVEMENT+ N + N , Q I STA:13+08.59, 9.50'R CONNECTION DETAIL FOR STATIONING. cn l7 SAWCUT PAVEMENT0 I I U .. w w o HIGH PT. STA: 11+65.09 7, 7 03.65, 9.50'R STA:13+ _ v > > j z co a �- _ O� HIGH PT ELEV: 270.50 0 280 �$ GRIND TOP 2" OF EXISTING ASPHALT > CO 280 > co w ``' d °+ N EX STING GRADE ® + N o OREGON O ,O 06 oFINISH GRADE M .. I SAWCUT PAVEMENT OVERLAY TYPE 'C', LEVEL II FOR THE o u o+ ,+O N w STREET CENTERLINE STREET CENTERLINE v -5.92� o SAWCUT PAVEMENT - ul STA:13+08.59, 12.50'R LIMITS SHOWN ON THE PLANS. SEE C,j ch 13, cv w iii u vi STA:13+03.65, 12.50'R O c, o w u u > > > - > w - V% s' MX MA STREET CONNECTION DETAIL FOR q/G L LPG' z 1-- 1-- - m w START DRIVEWAY WING TAPER I STATIONING. N I - `^ Ln w STA:12+98.40, 18.00'R I I EXPIRES: 12-31-24 II 270 II-- 'I J - - 270 I - 10 REMOVE EXISTING WOOD FENCE WITHIN "' I _• RIGHT-OF-WAY AND FENCE MOUNTED a -1 3.56% 1 } v v4 v v N I / STREET BARRICADE 4.36% immilliiiiil 0 C GRIND AND OVERLAY I 4.36° 7 0 �I SAWCUT CURB STA:13+14.59, 16.50'R _� i ( END DRIVEWAY WING TAPER a SAWCUT PAVEMENT a STA:13+01.40, 18.00'R Q STA:13+03.65, 16.50'R 260 �1 _ _` PROPOSED 12" STORM - I f END CONSTRUCTION 260 a < GUT ELEV=266.22' a SW SABRINA AV E N U E a �� I I SAWCUT < < " 1<ONNE<CT SIDEWALK TO CONNECT SIDEWALK TO LEGEND: PROP06ED 8"WATER _J PVI STA = 13+04.30 PLAN AND PROFILE 5��% ' - _ ELEV = 266.36 o EXISTING SIDEWALK EXISTING SIDEWALK SIDEWALK BUILT BY DEVELOPMENT „ STA:13+01.40, 28.50'R STA:13+01.40, 23.50'R o ' I PROPOSED 8" SANITARY ELEV=266.86' ° ELEV=266.74' eN 250 ' - 250 °°oo� SIDEWALK BUILT BY HOME BUILDER 2 0 SW SABRINA AVENUE STREET AREA FOR GRIND AND OVERLAY - - _ - _ - - - _ CONNECTION DETAIL w SCALE: 1" = 10' 240 240 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+75 R/W R/W D 58' R.O.W. z w Q 8' 36' PAVEMENT 8' z SW SABRINA AVENUE - PROFILE PUE I I PUE :!. ot,,JP I 5' 5.5' 6' 20' 6' 5.5' 5' N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW PLANT. BIKE LANE TRAVEL BIKE LANE PLANT. SW L PACIFIC COMMUNITY DESIGN 3 0.5' 0.5' 0 5 1 MqX 0.5' - - TC = 2 50°+ 0 2 C + 5 1 MAX .02' TC CL 0 02 0 5 1 12564 SW Main Street Tigard, OR 97223 [T] 503 941 9484 N \ 1 [F] 503-941 -9485 PERO DETAILS1D20W SHEET D2.01. CONCRETE CURB AND GUTTER D2.01 N PER DETAIL 126, SHEET D2.01. 5 PROJECT NO.: 144-001 Q0NEIGHBORHOOD ROUTE - STANDARD STREET TYPE: CONSTRUCTION A PARKING BOTH SIDES N REVIEWED BY: PRE 0 N.T.S. 2 0 0 SCALE 40 0 20 40e 205 o 0_ 1 INCH = 40 FEET z SW JEAN LOUISE ROAD 0 .w w = a a a - o I., l d -1 3 m n U SW GRAND STREET CONNECT SIDEWALK TO x 'N �,3 �J N - a RA Riverside Homes EXISTING SIDEWALK ° in SEE SHEET 201 STA:12+84.03, 24.50'L SW GRAND R" (-1 oLDEfj -,0I , ELEV=261.47' - _ Li, >- o W® v J v v v CONNECT SIDEWALK TO u) p Q Q Q Q < EXISTING SIDEWALK 1ST SUBMITTAL: 9/13/2021 ® I 1 •° STA:12+g4.04, 19.50'L KEY MAP e 2ND SUBMITTAL: 1 /27/2022 ® ° 1 0 � < �" ELEV=261.29' -! 0 v v v SAWCUT PAVEMENT I 3RD SUBMITTAL: 3/24/2022 GRIND AND OVERLAY 4TH SUBMITTAL: 5/5/2022 ® I 11 12 13 14 15 0 0 0 0 STA:12+g6.25, 12.50'L STA:12+97.69, 12.50'L n �� ,� 5TH SUBMITTAL: 6/14/2022 I GENERAL NOTES: ® ° x SAWCUT PAVEMENT 1. CONSTRUCT SW 174TH LOOP PER TYPICAL I REVISIONS ,® 1 TYP. o STA:12+91.32, 9.47'L ! • z -0 0 0 SAWCUT PAVEMENT I STREET SECTION A, THIS SHEET. o I m NO. DATE DESCRIPTION ." N x� • \ _ _ SS STA:12+g6.25, 9.50'L X S XSS XS 2. REFER TO CR4 SHEET FOR CURB RETURN ®® rn • - - � - - - SAWCUT PAVEMENT INFORMATION. ® El 1 °a : °SW aaaaaaOOP oao,°m tioo°o°° n S SAWCUT PAVEMENT STA:12+91.49, 4.48'L \ ® '�°°°°7° -�;�- '. SW 174TH LOOP °° ° o STA:12+g6.25, 4.5o'L - _ 3. DRY UTILITY CROSSINGS SHALL BE PLACED \ 11+00 0 ■ SS '^^ »''' sk �, i+00 XSS I I I PRIOR TO PROOF ROLL TEST FOR CURB. THE \ - I - 1 XSD - I SAWCUT PAVEMENT -XSD XSD- NUMBER OF CROSSINGS, EXACT LOCATIONS, D SD SAWCUT PAVEMENT I STA:12+89.35, 7.50'R DEPTH, CONDUIT TYPE, ETC. SHALL BE ® 1/40 � ititall6"4111,At._, W XW STA:12+86.25, 7.50'R '�•��. � �� u � - ,� I SAWCUT PAVEMENT SPECIFIED BY THE PRIVATE UTILITY :I • � / v� °a✓ �°- °��:° �a ,/ CARRIERS. CONTRACTOR SHALL �" , ,I 4 °° a a ° a °°°° a STA:12+89.35, 10.50'R \\ /� I i a a • a <� a a vs SAWCUT PAVEMENT m W COORDINATE. a.aaa as a,aaaaa a a a a s � a \ - - - W O` J r XW GRIND AND OVERLAY20'R STA:12+86.25, 12.50'R f \ , / © 0 START DRIVEWAY WING TAPERI \ 0 8.00' 0 0 0 STA:12+81.63, 14.00'R IF �/ PUE, TYP. i TYP. / V v v o / STREET NOTES: SAWCUT CURB 0 v V V .777C END DRIVEWAY WING TAPER / /iii 7 0 STA:12+84.63, 14.00'R v0 INSTALL STANDARD ADA ACCESSIBLE • / / 20 19 18 17 16 1 Q a 'III < <I v a v a v GUT ELEV=�261.06' \A RAMP PER DETAIL 128, SHEET D2.03. 2O INSTALL MONUMENT BOX TYPE PER �f� � / /TRACT A ° � <_ <,�l _< < H, .f'`A / I CONNECT SIDEWALK TO CONNECT SIDEWALK TO P G E DETAIL 170, SHEET D2.02. As_BuILT ., EXISTING SIDEWALK EXISTING SIDEWALK �/` STA:12+84.63, 19.58'R • STA:12+84.63, 24.50'R 644 O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER/ / 5/10/2023 / o I ELEV=261.55' ELEV=261.61' DETAIL 141, SHEET D2.01. SEE TABLE DATA I I I I THIS SHEET O FOR DRIVEWAY APPROVED CRAIG CARBON SW GRAND STREET - SEE SHEET 202 SW 174TH LOOP - PLAN SW 174TH LOOP STREET CURB AT SCALE: 1" = 40' CONNECTION DETAIL 6C DRIVEWAYSAWCUTXISTING DROP. CONSTRUCT 3'E OF DRIVEWAY WING FOR EXISTING SCALE: 1" = 10' COMMERCIAL DRIVEWAY PER DETAIL RIVERSIDE 143, SHEET D2.01. SEE DETAIL THIS SHEET FOR MORE INFORMATION. AT SCHOLLS 0SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE MEADOW PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. Ln as 290 M • N - p 290 DRIVEWAYS STATIONS coo 0o a` co + .o PVI STA: 11+66• .18 O8 GRIND TOP 2" OF EXISTING ASPHALT Et o+ o o = N PVI ELEV: 263.05 v �+ LOT STATIONS WIDTH .o z r,,, OVERLAY TYPE 'C', LEVEL II FOR THE ii .°, �� ° Q `" - K: 20.00 , • 11 11+37.54 (174TH LOOP), 14.00' LT 16.00' LIMITS SHOWN ON THE PLANS. Ha u N > LVC: 54.71 z a "' ,> ; J J BVCS: 11+38.83 N N 12 11+71.04 (174TH LOOP), 14.00' LT 16.00' 10 REMOVE EXISTING WOOD FENCE WITHIN 280 w w • "' - BVCE: 262.71 z j > _ LOU RIGHT-OF-WAY AND FENCE MOUNTED EVCS: 11+93.54 w � J STREET BARRICADE EVCE: 262.63 COW 13 11+95.04 (174TH LOOP), 14.00' LT 16.00' �� PROFF , HIGH PT. STA: 11+63.15 - 14 12+37.04 (174TH LOOP), 14.00' LT 16.00' 8496 PEA/G HIGH PT ELEV: 262.86 �^�, 15 12+61.04 (174TH LOOP), 14.00' LT 16.00' riknc•ii r"nenr - - LEGENDI ° o 270 r ,w,Ji 1 vnHv� 270 OREGON STREET CENTERLINE 16 12+61.04 (174TH LOOP), 14.00' RT 16.00' ch 13/J 1.47% 1 2 17 12+37.04 (174TH LOOP), 14.00' RT 16.00' L SIDEWALK BUILT BY DEVELOPMENT �/G L . \-1' e -1.52% 000,�,°o.: SIDEWALK BUILT BY HOME BUILDER EXPIRES: 12-31-24 1� i 3 _ 18 11+92.04 (174TH LOOP), 14.00' RT 16.00' 260 2.36° _ _ _ _ - - - - - - _ - - - - -_ - - - - - - - 260_ _ _ _ AREA FOR GRIND AND OVERLAY I um �-----EXISTING GRADE: ® 19 11+68.04 (174TH LOOP), 14.00' RT 16.00' r I I STREET CENTERLINE - J L - �� PROPOSED 1 ' STORM \`-PROPOSED 8" WATER 20 11+34.54 (174TH LOOP), 14.00' RT 16.00' 250 \ iil 250 SW 174TH LOOP U -PROPOSED 8" SANITARY PLAN AND PROFILE E 0 240 240 10+50 11 +00 12+00 13+00 13+75 R/W R/W 52' R.O.W. 0 8' 28' PAVEMENT 8' eN SW 174TH LOOP - PROFILE PUE 1 5' 5.5' 8' 12' 8' 5.5' 5' 1 PUE `SSW PLANT. PARKING TRAVEL PARKING PLANT. SW 3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0.5' - L0.5' __ M II 0.5' --- TC = CL + 0.07' TC = CL+ 0.07' 0.5' I MAX p5'1 Ax. 2.50% 2.50% 5.1 J �� y FL4to ,,_, 1 PACIFIC COMMUNITY DESIGN -CONCRETE SIDEWALK D2.01 CONCRETE CURB AND GUTTER o PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. 12564 SW Main Street CV Tigard, OR 97223 LOCAL RESIDENTIAL - SKINNY STREET [T] 503 941 9484 , B [F] 503-941 -9485 PARKING ON BOTH SIDES N N.T.S. PROJECT NO.: 144-001 51 TYPE: CONSTRUCTION 2 REVIEWED BY: PRE E 2 0 0 SCALE 4 40 0 20 40e 206 i 0_ 1 INCH = 40 FEET 2 J L , 1 , J , , J) SW JEAN LOUISE ROAD S ( S I 0 W a w Q Z_ w 7,x = a a a z z o F - Z , Q n N - LiN o RA Riverside Homes -1 - SW GRAND ST w LD 2 O . 1 x - ° ' o oc lQQva < < 3 1ST SUBMITTAL: 9/13/2021 �, a I ] a d < < < < J < p KEY MAP0 2ND SUBMITTAL: 1 /27/2022 I 3RD SUBMITTAL: 3/24/2022 N I. GRIND AND OVERLAY a 2 p • ,�.;i _ 4 5 V Q V V SAWCUT PAVEMENT STA:2+15.71, 12.50'R 4TH SUBMITTAL: 5/5/2022 v c7 v v v 7 STA:2+26.25, 12.50'R u/ 5TH SUBMITTAL: 6/14/2022 g GENERAL NOTES: .o I I_ ,� IIIIN 3 8.00' YP. 1. CONSTRUCT SW 172ND AVENUE PER TYPICAL REVISIONS 0 0 ID I © O PUE, TYP. O Q SAWCUT PAVEMENT SAWCUT PAVEMENT STREET SECTION A, THIS SHEET. it 1 STA:2+26.25, 9.50'R n STA:2+19.61, 9.47'R NO. DATE DESCRIPTION '. ' \� - - - -1- - - - - - - - - - , SS �J / 2. REFER TO CR5 SHEET FOR CURB RETURN INFORMATION. �) 555110MENa SAWCUT PAVEMENT ° SAWCUT PAVEMENT 1- SW 175TH AVE - �� ° STA:2+26.25, 4.50'R I STA:2+19.52, 4.50'R 3. DRY UTILITY CROSSINGS SHALL BE PLACED © lair. ��i � PRIOR TO PROOF ROLL TEST FOR CURB. THE :�� Ir NUMBER OF CROSSINGS EXACT LOCATIONS, �p © SD SD mnor O + SAWCUT PAVEMENT I SD XSC •+00 W limi 3+� Ise DEPTH, CONDUIT TYPE, ETC. SHALL BE n STA:2+26.25, 7.50'L I I SPECIFIED BY THE PRIVATE UTILITY X V V`/ °°v��a T' CARRIERS. CONTRACTOR SHALL �� v° a . TaI aaag ° a a a - TA2SAWCZTZAV1MENL - -- STA:2+11 T PAVEMENT COORDINATE. `s a ° S 6 5, 0 50 W S 6 50 3 Q D 4 r _ .SAWCUT PAVEMENT • . O CI10 O I Z I SAWCUT PAVEMENT + STA:2+16.71, 10.50'L_ ) A TYP. ° 0 C 0 STA:2+26.25, 12.50'L I 1\ STREET NOTES: �( rn i 7 0 V V * GRIND AND OVERLAY ° m 10 9 8 7 653 STA:2+15.71, 12.50'L O INSTALL STANDARD ADA ACCESSIBLE v RAMP PER DETAIL 128, SHEET D2.03. a Q < n Q Q < A 2O INSTALL MONUMENT BOX TYPE PER • - - o - - ° DETAIL 170, SHEET D2.02. , 1 ° X X AS-BUILT a I._:. ic,,. I i O DETAILR 41T SHEET D2I01.AL DSEE TABLE VEWAY PER DATE 5/10/2023 ° THIS SHEET FOR DRIVEWAY APPROVED CRAIG LARSON SW GRAND STREET SW 175TH AVENUE - PLAN INFORMATION. SEE SHEET 201 SCALE: 1" = 40' SW 175TH AVENUE STREET 07 SAWCUT MIN. OF 1-FOOT INSIDE SOUND CONNECTION DETAIL EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE SCALE: 1" = 10' FOR STATIONING. RIVERSIDE O GRIND TOP 2" OF EXISTING ASPHALT & AT SC H O LLS OVERLAY TYPE 'C', LEVEL II FOR THE LIMITS SHOWN ON THE PLANS. 10 REMOVE EXISTING WOOD FENCE WITHIN MEADOW HIGH PT. STA: 2+76.52 • DRIVEWAYS STATIONS RIGHT-OF-WAY AND FENCE MOUNTED STREET BARRICADE HIGH PT ELEV: 262.34 LOT STATIONS WIDTH N PVI STA: 2+79.37 N NI 280 "? "' 280 1 2+51.51 (175TH AVE), 14.00' RT 16.00' FINISH GRADE ®- M PVI ELEV: 263.04 N LID + (NI K: 20.00 + N STREET CENTERLINE "' L'A u,;� LVC: 105.70 `" w ,'n u O z 2 2+76.51 (175TH AVE), 14.00' RT 16.00' LEGEND: w m� V L'-' _ rn 6 2+48.51 (175TH AVE), 14.00' LT 10.00' p so - M - SIDEWALK BUILT BY DEVELOPMENT `� ROFF , v ��G FF4' ,� �, •• N . , 7 2+70.51 (175TH AVE), 14.00' LT 16.00' .. I N o cv o SIDEWALK BUILT BY HOME BUILDER 84963PE o •o u N „ ,o z 0 � 5` o � Ni - a n Q ii u °O + + z 8 3+11.51 (175TH AVE), 14.00' LT 16.00' AREA FOR GRIND AND OVERLAY 270 v N a `N° > W 270 o OREGON c) Q ll Q Cl_ w m ii il ~ N ~_Ln II N 1-' w `nw w 9 3+33.51 (175TH AVE), 14.00' LT 10.00' - C,1tjgch 13, � 'i - w a w a w 10 3+64.01 (175TH AVE), 14.00' LT 16.00' /G L . L ' a w "' EXISTING GRADE ® EXPIRES: 12-31-24 / STREET CENTERLINE ,t A if 260 - _ _ .2.78% - - - _ 260 ,-A .50% SW 175TH AVENUE __ PROP SED 12" STORM PROPOSED 8" WATER PLAN AND PROFILE N - 0 250 - PROPOSED 8" SANITARY / 250 247 247 R/W 52' R.O.W. R/W 4+50 4+00 3+00 2+00 1 +25 28' PAVEMENT 8' N 8' N PUE I 12:191,/ 5' 5.5' 8' 12' 8' 5.5' 5' I P U E 0) SW 175TH AVENUE - PROFILE I SW PLANT. PARKING TRAVEL PARKING PLANT. SW -0 u_iHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0.5' 0.5' LI5IZ I 0.5' --- TC = CL + 0.07' TC = CL+ 0.07' 0.5' 1 MAX 5'1 MAX. 2.50% 2.50% 5'.1 � ____ � �_ 1 PACIFIC COMMUNITY DESIGN -CONCRETE SIDEWALK D2.01 CONCRETE CURB AND GUTTER o PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. 12564 SW Main Street Tigard, OR 97223 LOCAL RESIDENTIAL - SKINNY STREET N B [T] 503 941 9484 PARKING ON BOTH SIDES [F] 503-941 -9485 N N.T.S. 05 PROJECT NO.: 144-001 TYPE: CONSTRUCTION 2 REVIEWED BY: PRE 0) c 2 0 0 SCALE 40 0 20 40e 207 0_ 1 INCH = 40 FEET 2 SW JEAN LOUISE ROAD ▪ r . . . . r \ r 0 .w a w > �_ Ni x x a a a — 0 1- z ,r z o F — N. ES Z — — d: m n N. U • Q N 3 N , .N ce RA Riverside Homes SW GRAND ST uJ LD (--) (---) w > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 GENERAL NOTES: SW 171 ST AVE SW TREE FARM TER REVISIONS 1. CONSTRUCT SW NORWAY LANE PER TYPICAL SEE SHEET 203 SEE SHEET 209 STREET SECTION C, THIS SHEET. 62 I I I CR4, NO. DATE DESCRIPTION vvi I IF 73 a 2 CURB RETURN INFORMATION. SHEETS FOR �� I ^ - b; " 3.00' S.00' I w u 5.00' 3.00' ° I o I PUE, TYP.63 PUE, TYP. 1- ce _� v,'PUE, TYP. 72 PUE 1.,,\.4,N3. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE I A I_ —� — — /� `��\�_� — — — — — _ NUMBER OF CROSSINGS, EXACT LOCATIONS, 113 �/ �.v.0000.009 0o Vvv,000<e,v"v . I DEPTH, CONDUIT TYPE, ETC. SHALL BE oa� .�Ir�IIII — �I ssVail s _ SPECIFIED BY THE PRIVATE UTILITY II _ p _I — I CARRIERS. CONTRACTOR SHALL o �lHi � � �N `N w COORDINATE. -- ��0000>0000�o vv o 11". •voodoo 7' oo0 $Timies 1 All— :SW NORWAY LANE dojo I an. r -- -- I— _ _ — 3.T0' I • LEGEND: O ,- n PUE, TYP. c/1 I— 64 65 66 67 68 69 70 71 W •° SIDEWALK BUILT BY DEVELOPMENT z W SIDEWALK BUILT BY HOME BUILDER Z000000. 2 avv < w W AS-BUILT � w / I I, DATE 3 `^ APPROVED /CRAIG LARSON � STREET NOTES: SW NORWAY LANE — PLAN 1A INSTALL CURB TIGHT STANDARD ADA SCALE: 1" = 40' ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03. O2 INSTALL MONUMENT BOX TYPE PER RIVERSIDE DETAIL 170, SHEET D2.02. PVI STA: 2+26.80 04 INSTALL STREET BARRICADE PER AT S C H O L LS PVI ELEV: 267.93 SHEET D2.02. K: 30.00 MEADOW 300 _ LVC: 51.20 300 (c.),LgiA/ PT. STA: 2+33q30 'W PT ELEV: 26843 osj ++ N G + N N V N LiQ W N V cc N V > co w w > W W 290 290 g W Z 'r' z s aa oW z �3 Lu 0PROFN z Op K�GINE�i__ ii 1 z ! �4~ 280 » o ,- so 280 Z W w + 9 N oN r � Oo OREGON NI >I U II wFL FINISH GRADE C qoNQ Ww °6 13' — "' "' LL' STREET CENTERLINE xl/C L . `P -/ 270 -1.08% 0.62% 270 EXPIRES: 12-31-24 PROPOSED 8"WATER 260 - — — EXISTING GRADE ® 260 - PROPOSED 12" STORM— PROPOSED 8" SANITARY STREET CENTERLINE SW N O RWAY LAN E o E Q 255 I I 255 PLAN AND PROFILE co 0+75 1 +00 2+00 3+00 4+00 4+25 N SW NORWAY LANE — PROFILE 0 0 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 2 o R/W R/W N 31.0'TRACT Li, w N 20' PAVEMENT 0) 1 1 1 5' 10' 10' 5' 1 a TRAVEL TRAVEL Q r 0.5 —.1 i f 0.5 I I Plot O 2.50% - PACIFIC COMMUNITY DESIGN 6"THICK CONCRETE SIDEWALK 41111 PAVEMENT PER DETAIL 120, SHEET D2.01. D2.01 SECTION TYPE A MOUNTABLE CURB 12564 SW Main Street PER DETAIL ON SHEET DTL2 Tigard, OR 97223 o TYPE B MOUNTABLE CURB o PER DETAIL ON SHEET DTL2 [T] 503-941 -9484 N PRIVATE STREET — SIDEWALK BOTH SIDES [F] 503-941 -9485 N.T.S. PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION REVIEWED BY: PRE I) c 0 0 0. SCALE 40 0 20 40 (7) 208 Nr 1 INCH = 40 FEET 2 J L , , J) I �D I `..4 XSD-FACE OF CURB XSD SW JEAN LOUISE ROAD SEE 171ST CONNECTION DETAIL !yN �`II ON SHEET 203 FOR WATER LINE , Xt,REMOVE AND REPLACE EXISTING XW-STANDARD CURB PER DETAIL 125 SHEET D2.01 X w a _ CONSTRUCTION WITHIN ROW err STA:3+16.49, 80.19'L GS 'a z J > �' = a a a - o FACE OF CURB �� GUT ELEV = 266.4T Z o , - - Z Z o° REMOVE AND REPLACE EXISTING ° ° 4 ° o ° ° '3 �� a - - U Riverside - - STANDARD CURB PER DETAIL 125 SHEET D2.01- - PGE 3 , ,''' , , , R-1 Homes STA:3+13.51, 77.19'L , SW GRAND ST SAWCUT PAVEMENT GUT ELEV = 266.52'-I- �� / STA:3+16.51, 80.21'L o - SAWCUT PAVEMENT I SAWCUT PAVEMENT N • STA:3+13.51, 77.19'L I STA:3+16.51, 41.21'L 1ST SUBMITTAL: 9/13/2021 SAWCUT PAVEMENT I I SAWCUT PAVEMENT KEY MAP e 2ND SUBMITTAL: 1 /27/2022 STA:3+13.51, 41.21'L I STA:3+18.01, 41.21'L 3RD SUBMITTAL: 3/24/2022 I I k 4TH SUBMITTAL: 5/5/2022 SAWCUT PAVEMENT END CONSTRUCTION OF NEW 5TH SUBMITTAL: 6/14/2022 57 STA:3+10.01, 41.21'L _ MOUNTABLE CURB SAWCUT AND GENERAL NOTES: REVISIONS 59 58 FACE OF CURB I I TIE INTO EXISTING MOUNTABLE CURB BEGIN CONSTRUCTION ON CONTRACTOR TO VERIFY WIDTH ON SITE 1. CONSTRUCT SW TREE FARM TERRACE PER STANDARD CURB PER I I STA:3+19.51, 41.21'L TYPICAL STREET SECTION C, THIS SHEET. GUT ELEV = 265.79' NO. DATE DESCRIPTION DETAIL 125 SHEET D2.01 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR STA:3+10.01, 41.21'L I SAWCUT CURB CURB RETURN INFORMATION. GUT ELEV = 266.34' I k STA:3+19.51, 26.50'L END STAND ON TC UB ION OF NEW UT AND I 1 . GUT ELEV = 265.66' 3. DRY UTILITY CROSSINGS SHALL BE PLACED TIE INTO EXISTING MOUNTABLE CURB x PRIOR TO PROOF ROLL TEST FOR CURB. THE STA:3+18.01, 29.28'BL I >< �♦�♦�♦�I NUMBER OF CROSSINGS, EXACT LOCATIONS, _ _ I -�„ �� GRIND AND OVERLAY DEPTH, CONDUIT TYPE, ETC. SHALL BE GUT ELEV = 265.96' SPECIFIED BY THE PRIVATE UTILITY i �� _ ♦♦♦♦ STA:3+35.51, 26.50'L CARRIERS. CONTRACTOR SHALL a a a a a a a a �a 'a 'a 'a 'a "1 "a a s a s aaaaaaaaaaaaaa asasaaaaaaaaaaaaaaaal1aaaaaaaaa aaaaa ■ �� A- SAWCUT LINE ALONG EDGE OF COORDINATE. a^a a a a n a a a ,a a .a .a a a a a d n n a n n r�:�:�: EXISTING MOUNTABLE CURB s ss - 3+0 �� 38 SAWCUT CURB SD SD I s� I STA:3+19.51, 26.50'R � ♦♦♦♦ GUT ELEV = 265.16' M - M M MMIk ♦��♦ LEGEND: N a a a _ .. aaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaa ..,aaaaa < aaaal ♦��♦ • n / ° u I I a a a a a a a a a a a .a .a a a a a a a a a ♦♦.♦ GRIND AND OVERLAY • 8 o END CONSTRUCTION OF NEW �•�� STA:3+35.51, 26.50'R SIDEWALK BUILT BY DEVELOPMENT �T° N x ® °® x x - I STANDARD CURB SAWCUT AND - /\S-BIJIL_. 1 I- -I p TIE INTO EXISTING MOUNTABLE CURB �� vvvv000 SIDEWALK BUILT BY HOME BUILDER I I I STA:3+18.01, 29.28'R I END CONSTRUCTION OF NEW • I I I GUT ELEV = 265.42' I j MOUNTABLE CURB SAWCUT AND AREA FOR GRIND AND OVERLAY DATE 5/10/2023 aQIN 57 56 II °. + o I / TIE INTO EXISTING MOUNTABLE CURB APPROVED CRAIG LARSON A 63 62 61 60 59 58 I I N FACE OF CURB CONTRACTOR TO VERIFY WIDTH ON SITE x x 'a as � BEGIN CONSTRUCTION ON I STA:3+19.51, 41.21'R STANDARD CURB PER GUT ELEV = 265.03' I b . D - 0 3.00' I m - DETAIL 125 SHEET D2.01 iii P E, TYP. I `' �..�.� STA:3+10.01, 41.21'R I STREET NOTES: � �� GUT ELEV = 265.59' iii■ A� � - i _ IJ / i...� I�� \ :1'.1 a,'. aaea.. °, e.,°T SW TREE FARM a::=1.1 eaaeaaeeae,.1::: a . -��OOi x N RIVERSIDE �.eaaae eaaaaae.eaeaeaneea.a.a.a_e_e.'a' _ eeeaeanaeanane a �.e.a '1�1i .,.,.,., x • O INSTALL STANDARD ADA ACCESSIBLE RAMP - TERRACE ►�i�i�i I PER DETAIL 128, SHEET D2.03. I- �•••� 76 77 78 79 m I�Q _ strAs ss O ►0_D_O_ �.. nn I AT SCHOLLS v�� SAWCUT PAVEMENT 4'CZ�ZZaI dd3'3a aGa4 C Y A GeG a.]eaG�Ca CeC�Ca�dC .♦.•.. �Ire 4e;aaaaea< a ege,a,e,eeaeeeee e=ee" " . <- - - ] aaa'4 eaeae <nl 1,.�D�� NI I !.i - -- e - -- - - - - , i� N STA:3+10.01, 41.21'R a � ,•.�.•. x x MEADOW c O PUE, TYP. )) \_FOR SW TREE FARM rn : g a°' _ CONNECTION TO EXISTING SAWCUT PAVEMENT o r PRIVATE STREET SEE SW STA:3+18.01, 41.21'R I I � m TREE FARM CONNECTION x o I - 72 73 74 75 76 77 78 79 DETAIL AND EXISTING x PRIVATE STREET CROSS SW TREE FARM CONNECTION DETAIL SECTION EC, THIS SHEET.te � SCALE: 1" = 20' 110 a na< 1; as aa I BE � -D PROF .asO • EXISTINGPORTION OF TO PARKING � F�GI NF )/,. Ia �L / \ r �,��/� - �� REMOVED FOR SW TREEFARM CONNECTION 84963PE KI t ,' SEE CONNECTION DETAIL, THIS SHEET. SW NORWAY LANE SW TREE FARM TERRACE - PLAN B/L PL PL o OREGON O SEE SHEET 208 SCALE: 1" = 40' 5 5' 25.5'TRACT c , 6 13, , I TRACT xliC 19' PAVEMENT L . �P I I 18' 9.5' 9.5' PARKING TRAVEL TRAVEL 0.500 II I---0.5000 II I I lir _ 2.50% - E o _ \ PAVEMENT SW TREE FARM a CONCRETE CURB 0 11' o SECTION TYPE A MOUNTABLE CURB v o o - - - - 1.-:. M .6 r., PAVEMENT TERRACE+ - N M M N � M �, SECTIONo 11 N II N H N Hr..' o <-� g „ g n g II 290 TYPE B MOUNTABLE CURB- PLAN AND PROFILE 290 _N N > W > > N EXISTING PRIVATE STREET - PARKING ONE SIDES a- W > J > -I w d W d W d W - EC `N N.T.S. I- E w x 280 - - 280 0) Ua w - FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ 270 F STREET CENTERLINE 270 w - - - - - - - - -n_-T229o- - -0.9'% 117............Itir - - - - L O R/W R/W PACIFIC COMMUNITY DESIGN f 31.0'TRACT ,, I -2.50% 20' PAVEMENT 12564 SW Main Street N PKUPOSt "WA-ER I Tigard, OR 97223 O 260 - 260 I 5' 10' 10' 5' I PROPOSED 12" STORM-� t'------ TRAVEL TRAVEL [T] 503-941 -9484 N PROPOSED 8" SANITARY- 0.5 �I f 0.5 [F] 503-941 -9485 255 255 I 0+75 1 +00 2+00 3+00 3+50 2.50% PROJECT NO.: 144-001 sp 6" THICK CONCRETE SIDEWALK S TYPE: CONSTRUCTION o D2.01 PAVEMENT TYPE A MOUNTABLE CURB N PER DETAIL 120, SHEET D2.01. SECTION PER DETAIL ON SHEET DTL2 REVIEWED BY: PRE 0) SW TREE FARM TERRACE - PLAN TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 SCALE: 1" = 40' o °PRIVATE STREET - SIDEWALK BOTH SIDES Oi) 209 oN.T.S. SCALE 40 0 20 40 o 0_ 1 INCH = 40 FEET 2 SW JEAN LOUISE ROAD i i \ i .,I, CLASS CLASS 100 RIPRAP �, STA:0+70.00, 3.50'L 4 a a — - W W — x a > > p 1 x H a a a — Z I CLASS 100 RIPRAP a Z STA:0+86.66, 4.55'L •3��L, N N — R/W PL CLASS 100 RIPRAP I I m 3 3 V R/W PL R/W PL 3 � � � R Riverside Homes TRAIL ALONG STORM WATER BERM STA:0+70.00, 3.50'R ' a i I CLASS 100 RIPRAP " VARYING TRAIL CORRIDOR TRAIL ALONG STORM WATER BERM t a SW GRAND ST o i < I I STA:0+92.53, 5.00'L �� 1 I CLASS 100 RIPRAP I I CLASS 100 RIPRAP >- I 7' I 1 1 1 VARIES i STA:0+85.75, 3.71'R �� STA:1+08.76, 4.38'L 3 111111N1ST SUBMITTAL: 9/13/2021 5, '��•r� \ -CLASS 100 RIPRAP KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 TRAIL ' M I TRAIL 3. I CLASS 100 RIPRAP ; .�` I 3; I 5; a V 4 \ STA:1+16.60, 3.84'L- - 3RD SUBMITTAL: 3/24/2022 \M M I TRAIL PX 4TH SUBMITTAL: 5/5/2022 3. I I I 3.�M MqX I STA:0+92.58, 5.00'R ��♦ \ CLASS 100 RIPRAP\Itt 5TH SUBMITTAL: 6/14/2022 __ /-STA:1+25.85, 3.50'L CONCRETE SIDEWALK CONCRETE SIDEWALK SEE OVERFLOW CLASS 100 RIPRAP T \ _ _ GENERAL NOTES: PER DETAIL 120, SHEET D2.01. PER DETAIL 120, SHEET D2.01. DETAIL, SHEET 311. STA:1+03.77, 5.00'R ` '•� REVISIONS a 1• CONSTRUCT TRAILS PER TYPICAL SECTION 1''�� D Et D1, THIS SHEET. NO. DATE DESCRIPTION D 5' TRAIL 5' TRAIL 5' TRAIL - OVERFLOW CLASS 100 RIPRAP CLASS 100 RIPRAP a 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR N.T.S. D 1 N.T.S. D2 N.T.S. STA:1+09.67, 4.69'R STA:1+25.85, 3.50'R CURB RETURN INFORMATION. TRAIL - POND STA: 0+24 TO 0+70 TRAIL POND STA: 4+75 TO 6+79 TRAIL - POND STA: 0+70+00 TO 1+26 TRAIL - POND STA: 1+26 TO 4+75 CLASS 100 RIPRAP TRAIL TRACTG STA: 0+24+50 TO 1+63 STA:1+19.12, 3.90'R RIP RAP WIDENING DETAIL SCALE: 1" = 20' LEGEND: iw • . . SIDEWALK BUILT BY DEVELOPMENT I 290 a , 0 290 v°op°ovv SIDEWALK BUILT BY HOME BUILDER -L J/ ��i- � -� I I' 9is„. I 5 vvvv_v•off��o00 o o oo ° $ iiTTTT - -8-0� I �I i "SpD o she b � 22 I o o Ce o 10 0 ss s1J#0: OA. ° ° \ C+ I-- I /?+Q I o en Z Q O O N J J as 0 �/� v TRACT A p �.; Ma, Q O as 13+00 SW GRAND STREET / ° \ N + 80 M �: M M as as _ \ 5' X 5' ADA LANDING AT- oa w - 280 " - co.M '-`+' n �„_ 1 ---- -\ \ -I- ao— U M II O• I I N N • _ w w �4x0 \ INTERSECTION OF Dp Z Z N M II N o Ln O I� AB—BUILT TRAIL AND PATH. SEE � - - a \ c W II 0' N I- r °, \ 1^/, '��\ CR SHEETS FOR DETAILS I a O N 4- N > J N � % N DATE 5/10/2023 r ° - - ° , I oo Z J � � „ aw > JLnIn i II APPROVED 1 5' X 5'ADA LANDING AT TRACT H ti a w w CRAIG CARBON I INTERSECTION OF ° - - a 270 a a Z v~i v~i w 270 w I TRAIL AND GRAND AVE S• �� 3 I SIDEWALK. SEE CR / A 4' - A /5,0I. El 11 I I SHEETS FOR DETAILS. SEE WATER QUALITY POND OVERLOOK • / ` rA 0 I I GRADING PLAN ENLARGMENT, SHEET L3.02. '� / O 16+00 1 81% _ _-4-15% 12'WIDE PAVED FACILITY ACCESS / • _ I I— - ° ° I , sD — 1.80% 1.24% RIVERSIDE - _ TRAIL - POND ROAD SEE SHEET 311 FOR , V N 260 260 =ip, - - - - _ _ _ _ _ _ _ _ _ - CONSTRUCTION INFORMATION \ a N AT SCROLLS ,y.%,�e - - - - - TRAIL TRACT �, '6�p FINISH GRADE @ •�* _ _ _ - - - - 1 CENTERLINE _ . ' ffi+ STREET - +00 IEXISTING GRADE @ MEADOW �� =�� a ., + _ cl Y � • 5'X 5'ADA LANDING AT �� • �� STREET CENTERLINE 'a ' TRACT G '�..r,�..E�w-=�.._�r 5 INTERSECTION OF TRAILS 250 0+75 1+00 2+00 0 r SD SD S D -�r.rt-�. TRAIL - TRACT G - PROFILE TRAIL - POND AND TRACT G - PLAN HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SCALE: 1" = 40' ("�GIN`cF�P/ 84963PE o,, OREGON 9,3 ob 13, �4/C L. `p ' 300 300 EXPIRES: 12-31-24 I- ce W W r 290 w ^ z 290 TRAIL POND Et iLLI 0 00 N 0 O a E Y c z u • M • oe n " TRACT G a Q Z Oce O� � .NON tea . 280 a h. M 3 2 1a " II " 1 H M 280 PLAN AND PROFILE N O J O M Nrm .0 .O M xi. H i- N W N W W V Ln d. O O O O .0 .O Z 0• N I� d W d W Z 00 d- ~ " f\'O + N N O �'O �' II N II N O• N " - O N + .0 Y. O 0000 + •a• O Ln in + a• + a• II N Q II l II V .O .O .0 U .+O _ N W O O II N II N Ln Q N Ln > w + + N J II II o Z N c+ a. Q " H II 1- II Q " Q ii " ill > > > Jtil II II Q Q w 270 OU o+ o N a N W Ln w N II II J o_ w o_ w Q Q w H v~i till- w w II W J J W W 1— N W 270 aw aw o_ w z N aQQw n�_ w aw aw I) II-- v~i VIw 3,42% FINISH GRADE@ _ - - - - - - a STREET CENTERLINE 4.50% 1.50% 4.50% _ _ _ _ - - - 3 82% _ _ _ - PVI STA = 5+76.17 1:r\....s..._.,liAD O 2(�0 \- _ _'4.48% 4.480_ 00 4.50% T 0.00% 4.50%- - ' /PVI STA = 5+63.45 1.50% ELEV = 262.86 -1.16% 260 _ _ _ _ EXISTING GRADE @ _ _ - - ELEV = 262.67 PACIFIC COMMUNITY DESIGN 56' BERM OVERFLOW SEE RIPRAP _ , , _ _ - -- STREET CENTERLINE _ - - _ - o WIDENING DETAIL THIS SHEET AND — � , , _ _ _ _ _ - - - - - - - - - - - - - - 12564SW Main Street N 250 SEE SHEET 311 FOR DETAILS 250 o Tigard, OR 97223 [T] 503-941-9484 -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 [F] 503-941 -9485 2 TRAIL - POND - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PROJECT NO.: 144-001 4 Q TYPE: CONSTRUCTION Q N REVIEWED BY: PRE Is 3 2 0 0. 0 SCALE 40 0 20 40 (i) 2 1 0 i a 1 INCH = 40 FEET z JL , 1 , , J) SW JEAN LOUISE ROAD -�o F 1 LY , ° ,tf 72 ,- Ev D Wp 50 w 111 S'' D v 36 Gp I °DA O 47 p Dp I a I / \��"- I• > �- J ; LL, W i r � �:o33 J- �70 ppppp ppppppppppppppp 1 oo v pssp ss +�o N MI WI .,:','° — 1 mom .._.,:i, ,.., ,,, _., „_. , RA Riverside Homes m . > Z °P^v "DD W r —�-- ....v vvvvvvV vvvvv vvpv pC Q ° Z I s;p DD Z T`o si` appppppppppp,.ppppp• ppp p SW GRAND ST o o� W u°� _° W v>vvppvovvvvvvovvvvvvvvovvvvv�vvvvv {o°vv '�apppyep.•oo�s��••�••-••••- 7 111111 p vv v• v°v°v°v°v°p°°v -� > � pp I _ pppppppppppppppp„ppppppp�.pppppppp. pp ppp 35 a 48 49 I�3 +- I _ � 1 �� 4S 34 0 Il �) ^ l� �� -✓J • ^ a I I 3 1ST SUBMITTAL: 9/13/2021 3 3 3 3 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 \I ' ^ . " "' 3RD SUBMITTAL: 3/24/2022 T � � � ' 64 65 66 67 68 69 70 71 U 17+00 SW GRAND STREET 18+00 ; 19+00 — 20+00 20+75 I t 4TH SUBMITTAL: 5TH SUBMITTAL: /5/2022 6514/2022 I - I - I_ - -- I SD SDSD SD I- NI � — -„ w w � w w- — w I Ia GENERAL NOTES: REVISIONS i w _ - . � I '- / 3 1 1. CONSTRUCT TRAILS PER TYPICAL SECTION D, �. �0 I THIS SHEET. W �� 4 - - - - _ _ 2j NO. DATE DESCRIPTION CI W - - - - - -�+�� TRAIL TRACT EMID—_ _ k0� _-�� i^ t Z I s® _TRAIL - TRACT F MID- Tf�ET F- - - - - Vi TRAE7-E • . / .. 3+00 I 3 86 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR Q l/1 2+OOo• o +00 • _ I I - TRACT D —T I - I I CURB RETURN INFORMATION. dW - I - TRAIL - TRACT F I - I TRAIL - TRACT E IJ I I-5' X 5' ADA LANDING AT -5' X 5' ADA LANDING AT < -5' X 5' ADA LANDING AT INTERSECTION OF TRAILS 5' X 5' ADA LANDING AT INTERSECTION OF TRAILS INTERSECTION OF LANDING AT INTERSECTION OF I- TRAIL AND PATH. SEE 5' X 5'ADA LANDING AT- INTERSECTION OF 5' X 5' ADA LANDING AT- TRAIL AND 171ST I LEGEND: INTERSECTION OF TRAIL AND PATH. SEE INTERSECTION OF I SIDEWALK. SEE CR I CR SHEETS FOR DETAILS TRAIL AND PATH. SEE I CR SHEETS FOR DETAILS SHEETS FOR DETAILS. CR SHEETS FOR DETAILS TRAIL AND PATH. SEE • .4 . SIDEWALK BUILT BY DEVELOPMENT CR SHEETS FOR DETAILS p°°°ovvv SIDEWALK BUILT BY HOME BUILDER TRAIL - POND AND TRACT G - PLAN SCALE: 1" = 40' 300 300 300 300 /.\S-BUILT' R/W PL a 0 VARYING TRAIL CORRIDOR DATE 5/10/2023 w APPROVED CRAIG LARSON w Ce H H H w H H H I I a s -- a " " I I 290 o 290 290 co o 0 290 a s 71 J J O so O r J J O N 0 0 O 5' 1 X• TRAIL 1 o � 0 Q a LriN rirn � + • � I� � � 5:1Mq I cc F.. p.• IZ H a` r\�QLnO ~ � I- � - � n N II N H J :O N N •0 M so H J j� N Q Q L RIVERSIDE Z .77r II c...1 z n O O II N u N z LMfI z 11 O Q Q II H II H II Q II p N `n w `n w 280 0 0• °r° o N'w w N N w `� w w ^ 0 280 280 0 - c) .0 - w LH a w a w 280 CONCRETE SIDEWALK AT SC H O LLS z �Oo `O > J "' N " aw awzo�• d� � `W^ `V - II PER DETAIL 120, SHEET D2.01. co_ w II II Z II II o ° � N zLA � w oM � N zI- HJ MEADOW u ,.n ,n w J II II J II II 5 TRAIL a Q a w ' < < FINISH GRADE ® D 1 270 H H w H w 270 270 p a 1 q STREET CENTERLINE _L1 ______ 2.99% -1.00% 5 c - - - - - 3 - _ 1.46 I PVI STA = 2+34.93 EXISTING GRADE C� EXISTING GRAD C� _ ELEV - 267.90 STREET CENTERLINE STREET CENTE LINE nDn� 260 FINISH GRADE' @ 260 260 - 260 `�I N � - STREET CENTERLINE 8496 PEA G�i_ 250 250 250 250 o OREGON O E 0+75 1 +00 2+00 3+00 3+50 0+50 1 +00 2+00 ' 6 13, q c/C L `P TRAIL - TRACT F - PROFILE TRAIL - TRACT F MID - PROFILE EXPIRES: 12-31-24 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Ld w TRAIL 290 - 290 290 w a W w - a' 290 290 J > - - 290 E H ° w TRACTS D, E, Ft F Q Q Q o U Z H H 0 H Q r O O Q a N V U o v 3 N N 1- 1_ O Q Q `* ce H -- c[ O I� v coQ co N M N M H H -JJ NO M � 0 ' ccI- NHS — NI, �• M PLAN N FILE N N sii H J o . _I o , ce N d•• M M o • N r ( 'O ' NO NO I Z Q — J J H J 60 H - M Ins/D r i in ~ ~ O LC1 Q N Q ii N O H • Z Q N Z Q Ln II N II N 280 zOOv soH III I- II 280 2801 H � � o_ 5 � Q � Q o 0o .0M II Nv> > Ln > IJInI� H ~ 7 280 280 h ~ N II II 280 � 0 0 Lr; Q II > J > J Z N ^ Z O CO M W o W o tow N > H W + t N > Z • N M LC�• M _, N No `V �II j LLI Jo_ w o w + � : w � oN � � M ONrn• � FINISH GRADE C aw aw w II II > a W J II II II Ln `- N II V M rn `� v rn N STREET CENTERLINE w H ' a w > II II J II u = tv~icnw EXISTING � NNw z � � J QQQw - QQw STREET CENTERLINE - `n `^ ``' 1yH, vHi w Lr~i v~i w 3 270 I 270 270 270 270 — 270 1111, oO SIC 772 _ -0.57% I I o - - -0.98% 0.50% 5 ° _ _ - _ 1 I 7....•.....,41 Di 1) 0 L1.00% FINISH GRADE C� I — — — — — — — — — — -v/ PACIFIC COMMUNITY DESIGN 260 260 STREET CENTERLINE 260 FINISH GRADE C� 260 260 TRAIL TO CONNECT TO 260 ROY ROGERS SIDEWALK o STREET CENTERLINE EXISTING GRADE @ 12564 SW Main Street N STREET CENTERLINE TO UI LT UNDER PERMIT NO. Tigard, OR 97223 oO EXISTING GRADE C� [T] 4 STREET CENTERLINE 5 1, [F] 503-941 -9485 250 250 250 250 250 250 0+50 1 +00 2+00 0+75 1 +00 2+00 3+00 3+50 1 +00 2+00 3+00 3+75 } TRAIL - TRACT E MID - PROFILE TRAIL - TRACT E - PROFILE TRAIL - TRACT D - PROFILE PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' N REVIEWED BY: PRE 0) C O 0 0 SCALE 40 0 20 40 (7) 21 1 i o 0_ 1 INCH = 40 FEET z SW JEAN LOUISE ROAD p p > v . i i , , I I 7 V > > I I I 1 50 pp ' > I I W a _ 17 p w > > I I a a o z o - Z Zri I p p ► L -- .3 - V RI Irside Homes p p V V V p p C SW GRAND ST o V V I I7 ppppp Ii f 0 pp IV0 �7 �7n � o I� p p 1ST SUBMITTAL: 9/13/2021 p V ° KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 I V v 3RD SUBMITTAL: 3/24/2022 V V V Vj > > +b0- - - 4TH SUBMITTAL: 5/5/2022 U 5TH SUBMITTAL: 6/14/2022 p p ' I> I p v > I REVISIONS I p > I' V V> > > Z NO. DATE DESCRIPTION • ' pp> > > I i VVVVV V V ► > R 17 p V' p 7 ' 7 0 I • 268.26 77 77 77 77 77 S L-3 0 - 2 0+ 1 3 . /2 49 268.34 I V1.5% � ó - - - i r 280 - - 280 I I 267.90 268.03 TZ 268.11 A0 267.47 I 267.38-\ 1.5% a, 267.98 14 1� �. i `v -1. . o STA-10+67.00 ° w Z •• >267.55� 1.5% 2.5/ : IW 3 N J o267.33 ELEV= 0+67. !�o > c •/.5% il) a; a I+a; 267.46 i- u p „ w c,1 � - , 5, o o ° I 270 - D > °' I " - 270 Lu ��267.47- \° !� 267.16- . 4.1/ 1.5/ 267.31 0 v > > 1 U?/ •oo,_ 267.20 1 ��°, o r 267.38 ``' -2.50% LL' -2 5 0 o w \rill , ° • 267.11 0�° S� I o 11 •6.8% 266.70 'V °�° 66.99; -l'ID' 1.5% :iv, c1 266.67 266.63 o M I 0 o p 267.02 c26743 / / 26693 % 260- 26736 AS-BUILT ___,7___==._________. 30 20 10 0 10 20 30 a ° DATE 5/10/2023 4 a ° a a 0.4% �� /- �� gppRp� CRAIG CARBON • � ^ o 267.08 o°°�,:o/ C2 I 5% 0 " 266.55 / �- 266.63 ° 266.59I SL-31 - 20+34. 50 201 4 266.25 STA= 10+28.00 280 - - 280 RIVERSIDE `� STA=20+36.48 r 266.18 ELEV=264.62 7 AT S C H O L LS ELEV=266.18 20+00 - - - 2 i�15 I -I - -- N 3 N Lu W N MEADOW • 270 o W u > ? - 270 Lu BRAND STREET ) 4 lei 264.91 d- 264.84 I i / \ v u_ I I 4 j< • 1.5% C1 260- -260 ° goo - u N� ^^ -30 -20 -10 0 10 20 30 PROF 410 N o e (C:��v INFt "I° 4- 264.38 265.11 .7 265.184963PE 264.76 264.81 �bti1 _ _ _ - 'ib 264.22 o OREGON 264.440 �O - - - - - - - - 264.62 a; a; 264.51 C,� h 13, ic 264.45 A ,C. 264.21- f% I 4/G LPG' - li 264.571.0%� 1 � 3.2°°�' + 0 - I $ -r 264.3i EXPIRES: 12-31-24 o �- c 0%a��% o o' iv ��i8% 1.5% 4.44 264.59 \ - \ 6•1 ° 263.992.5% 263.99y 1K- It id /� 264.91 PC- 4 0. :. ;ACT E it 4ili ° I STA=9+89.00 264.39 264.46 1 1 p Q d a 4 ELEV=264.91 I V f�L� a I a aIII 264.40 264.33 • I RETURN co N ° a 4 264.54 I 0 N CURB RETURN TABLE CURVE LENGTH RADIUS DELTA I CHORD BEARING START STATION END STATION U w C1 39.27' 25.00' 90°00'00" 35.36' S45°39'36"E 20+36.49, 14.00'R(GRAND STREET) 9+89.00, 14.00'L(171STAVE) w CURB RETURN - GRAND ST Et 171ST AVE C2 39.27' 25.00' 90°00'00" 35.36' N44°20'24"E 20+36.48, 14.00'L(GRAND STREET) 10+67.00, 14.00'L(171ST AVE) -0 SCALE: 1" = 10' z w W ce I 7...•......1 4.1 PACIFIC COMMUNITY DESIGN U 12564 SW Main Street O Tigard, OR 97223 [T] 503-941-9484 [F] 503-941 -9485 N PROJECT NO.: 144-001 0 Q TYPE: CONSTRUCTION Lo N REVIEWED BY: PRE 0) c 3 2 SCALE 0 (ri) 10 0 5 10 0 0 v 1 INCH = 10 FEET C R 1 i 0 a z SW JEAN LOUISE ROAD v \. /C , p�er,, v v , , , , . , , ( , I 7 V 7 V G> D p IV V 4 az � � ; W W __ o 0Vppp pPO � � z z � - Z 17 Epp pp 0 V I N " _ - a 3 ce R Riaverside Homes Ioo pp pp7ocl 3 3 3 d 7 V p p V V ` CT O D > > I > p p 7 G rw GRA " o > W 70G> p o > pp V V 0 - 268.14 268.14 � 268.07 • ^ 268 0�> \ I 1ST SUBMITTAL: 9/13/2021 `"� 0 48 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 35 \I -1 _ - I 1 I 267.91 < 3RD SUBMITTAL: 3/24/2022 I 267.98 o I \, \ 4TH SUBMITTAL: 5/5/2022 0 0 STA= 10+67.00 I �� '�'' o; oI 267.98 Ni �� - ELEV=267.33 �� w� �,,i�� ,i r i 267.78 5TH SUBMITTAL: 6/14/2022 267.91 1.5% 1 267.97 3�o" 267.33 PC- -� �- �C 267.33 0 ' 35! 2.5/ 2.5/ 267 70 ,\ + ° \267.73 REVISIONS //267.97 i.° 7 -,. 267.79 267.32 ,% �A o \ NO. DATE DESCRIPTION .� o� ' I o �g 267.61 L 5 �r 5% 267.56 268.30268.06 �� / , 26 3 // 267.39 •.�1�� q�f� \�0 267.60 267.57 ON - 268.73 268.36 ° ')y 48' 0 00 9,sc; -NI j NI N 3q°I \SQ 267.28 ec ` \ °° ,� o ° °O J J 3.2% �+. 1.2% 267.47 \ .0.9/; 0.3% _ - o, to - - - - - - - ��- o �' 267.73 267.65 \,tied• o r, c' a _� as a ° t � 1'5% M1.0% 'H as L ° I' 1.3/0 c, a 4 3.2/ 1 / c, .R ,„ -y 267.54 scs 00 _,o Lf1 �N Nb L° o\ l� •o^�` o �00 267.4 267.50ooA / 1.5% �' C6 C5 Q 0.•% 1 I; 268.65 268.29 ILt 268.22 267.98 I \ / 267.33 o o 1g If>. 267.84 267.05 N / Ni Ni I I 267.00 N GRAND STREET 267.91 STA= 18+06.49 STA= 18+84.49 ELEV=267.33 in /-ELEV=267.00 19 00 18+00 _ _ _ _ ,__ - + - - As_BuILT _ _ _, 4- 1 1 _y - DATA 5/10/2023 t-- `' � 266.29 I I ,°ram°, 266.26 APPROVED CRAIG CARBON 1N 267.17 N IN 267.10 / \ I u u V M ' 16= u C4 C3 j�, ',o0. o o RIVERSIDE �bo as, \ 265.90 j �'� `-; II - 266.15 LAz_c°h:- N AT SCROLLS I c 266.21 265.93 Ao 266.10 1., 1.0% Q 266.95 267.00 bh° I d �66, !.,1 ° _ - - - MEADOW - - - - - o o tib o _ - CURB RETURN TABLE �N�r N 266.77 266.03 265.86 • 266.72 `V 265.91 CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION 70.6% 266,,,_ .56 265.95 ° 266.74 -� ` pG p 4ItTi 265.87 _1 0/_ 265.81 C3 39.27' 25.00' 90'00'00" 35.36' N44°20'24"E 18+84.49, 14.00'R(GRAND STREET) 9+89.00, 14.00'R(172ND AVE) 266.$4 1 8%� _ 36% y,b�o �, 265.95 3+ 5 °° 5% 0 •' �- 0.6 0 z265.76 C4 39.27' 25.00' 90°00'00" 35.36' N45°39'36"W 18+06.49, 14.00'R(GRAND STREET) 9+89.00, 14.00'L(172ND AVE) -2.0°0 - 00 o,___.,____ I o `'• 265.91 0 0 0I C5 39.27' 25.00' 90'00'00" 35.36' S45°39'36'E 18+84.49, 14.00'L(GRAND STREET) 10+67.00, 14.00'R(172ND AVE) 101111 O-p � - ` 3.6gi /o 3 4� /1 , ^n� j- +I v 1 4 C6 39.27' 25.00' 90°00'00" 35.36' S44°20'24"W 18+06.49, 14.00'L(GRAND STREET) 10+67.00, 14.00'L(172ND AVE) 4 °- - 2.0% - 265.87 rc- -PC 857. 7 1-- ifillil 4 I a 266.51 • RAF a L � INF -"/ STA=9+89.02 265.88 265.85 I ° a 84963PE 266.33 ELEV=265.87 I 265.82 I 266.79 I / I 265.76 266.16 • • I 265.710 o OREGON o C�q/h ti 13, (SC� EXPIRES: 12-31-24 CURB RETURN - GRAND ST Et 172ND AVE CURB a SCALE: 1" = 10' co RETURN N O N O T O w SL-26 - 17+84. 87 SL-27 - 18+04.49 SL-28 - 18+85 . 00 SL-29 - 19+06 . 11 N 280 280 280 - - 280 280 - - 280 280 - 280 3 N co ,673 as ws w � 'n o 0 00 N p w N W N Z ^ > r- > > �' 8 w = > i_ II II ?:1) w N II w N 3 N sip w N Z Nsci J sO m J r► J 0LJ > Ce U > I- II F II O II I- II O N W N 270 w > >270 `" 2.50%% d w 270 LLI 2.50/ d -� w -- 270 270 - L.7 w v 270 v 2 0 u 2.50% UJ 270 UJ > 7 7,4 �, - "' -2.50% J 2 82 o W -1 J - �� 2.50% w ° 2.50% LL' -2.50% W PACIFIC COMMUNITY DESIGN 1 12564 SW Main Street U Tigard, OR 97223 0 260 - - 260 260 260 260 - - 260 260 - - 260 [T] 503-941-9484 4 , -30 -20 -10 0 10 20 30 [F] 503-941 -9485 ° -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 r PROJECT NO.: 144-001 .0D Q SCALE TYPE: CONSTRUCTION 0 10 0 5 10 (;) m m REVIEWED BY: PRE 3 1 INCH = 10 FEET 2 0 O 0 0 4 v ,_ :7 C R2 Z di_-34 I 2.5% 2.5% I s_6. I SW JEAN LOUISE ROAD„ 11+17.47 . - r . , . , - r , r I s I I - W a < "' w r, \ / _ a 'a a - a 33 � - • � - Li 3 a 5 / I 3 3 c, Riverside Homes 2 i I 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 I 3RD SUBMITTAL: 3/24/2022 JL-33 25% 0.0% 5.5% - 4TH SUBMITTAL: 5/5/2022 10+92.59 5.5% r 5TH SUBMITTAL: 6/14/2022 Duj I I Z REVISIONS 269.13 a I CURB RETURN TABLE 269.20 1 5% • I CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION NO. DATE DESCRIPTION Q C7 39.27' 25.00' 90°00'00" 35.36' S44°20'24"W 16+54.49, 14.00'R(GRAND STREET) 9+89.59, 18.00'R(SABRINA) I 269.51 C8 39.03' 25.00' 89°27'01" 35.19' S45°23'06"E 15+68.86, 14.00'R(GRAND STREET) 9+89.59, 18.00'L(SABRINA) 1.5% I 269.58 34 C9 39.27' 25.00' 90'00'00" 35.36' N45°39'36"W 16+54.49, 14.00'L(GRAND STREET) 10+67.59, 18.00'R SABRINA STA= 10+67.59 •►---f (SABRINA) ,� �� I�r\i ELEV=267.94 I C10 39.63' 25.00' 90°48'54" 35.61' N44°44'51"E 15+67.94, 14.00'L(GRAND STREET) 10+67.59, 18.00'L(SABRINA) may\\ N. +,0 268.18 I �II-li,ll , o ° �_ 267.94 111 II Ill Iy M 00 -*� �� 268.07 a �1�,lli��iii�u.'u��!'''' 269.15 �� 267.99 L 2t 5.5� ?5� 0.7% 269.19 \ \ 110+67.59 267.94 C- -PF 268.66 /j � -- 3• 0 269.03 1 5/0 269.11\ o - __ //267.91 3j 268.75 i °• 269.03�` _ _ _ ° 267.77 l �l� \� --- - - - -- / 1'0� OQ°�° I1� \top?, . \ /o 268.90- SCALE T70 _ 10 0 5 10 `� S -co , 267.04 267.52 h\ 1/0 .f ti� �, 60 268.63 _ _ t0 �)266.77 266.96 �p ^ a\° P PG) 267.55 p� �6a\,, °° o �' v c�°I°/ �o>�, 268.27 �� o ° 268.87 r, li 1 INCH = 10 FEET J -In o �° 6% / 1.4/n n 2.3%_ - - - .o to - - 1. o -1 268.96 h < C,. 5 267.86 268.82 tie�� 0 iig a A l N� `-� 1.7% 1 5= o" Q o Qs 14, AS BUILT L ® ^' PC 268.56 268.79 DATE 5/10/2023 ulun ‘,55`" 267.55ceZr • o-v►` \vim .o 268.18 APPFiO� CRAIG LARSON o Mmur �O o n C9 Q 1. d:, iti 268.62 ry�/ 1Sx0..., o/ / 266.69 266.89\ 9- 266.96 1 in ° !� `� I / \ 266.59 268.24 �` c`i GRAND STREET I 268.18 266.51 RIVERSIDE ` / � I STA= 15+67.94 STA= 16+54.49 / ELEV=266.51 - - ELEV=268.18 - - uo// 16+00 I N -� - _ - _ T - - +M AT SCROLLS a / / 0 I �; MEADOW n • A = _266.93 . \ / a I r V\ I . 266.84 a 265.35 • I 1 / \ 6 a 265.27 o. °o r-) tR '" \ \ N I M• C8 / ; MI N' Pp I N L 265.96 0r �• 0 266.70 RD7F ‹06 / 1.0%, Q 266.65 1. a 26___5.35 265.40 tib I 265.79 1,-)c).. 6, �� G I NE�,`0� - Imo _ _ 'bh \ o � row ' - - - - T - - - 84963PE ° ° 1 .o ° < a 6t00 - - ,� M 264.85 a ° _ ` ° aa Q ° a -• 0 265.43 0 266.29 r^ ri z266.34 6C/4 a I265.38 264.75 + pco„ OREGON a 1.0% 265.30 ',A Al-%ill.° 265.62 65.69 266.11 266.41 ch )<\ 13, l'." i s 265.41 ti -` I 266.71 _ ��/C L. k.P _' a �l 3.0% 3.0% ' 2. %��' - 2.9% a �� _ 0.94) 4 3.8% 264.54 0 _ a 4 a G 2. 'oo �$�g �'0 2/ o r /o EXPIRES: 12-31-24 Q� o\\� n o\ O - 1 oo N ,,O - I - ._. COI a �� I�1 a IC: 3.8% 0 5. ,o 4 ° _ 2 5� ' _� Il -rj�� •o a 7264. 47' :, -F)or. 5. .4$ o o o 0.9% 3.0% 3.0� I 3.0/ I 265.48 I 3.0/ a a CURB RETURN - GRAND ST Et SABRINA AVE STA=9+90.02 \ / I a ELEV=264.55 266.06 SCALE: 1" = 10' I I 0 1 1266.36 CURB E 265.25 I • 265.36 / \ -265.73 1 266.66 co(NI264.96 264�80 265.91 RETURN N I 1 o SL- 13 - 14+83 . 79 SL- 14 - 15+ 15 . 00 SL- 15 - 15+41 . 19 SL- 16 - 15+67. 94 T • 280 - - 280 280 - - 280 280 - - 280 280 - - 280 C) U NO j M W N > � Z > �r'l J � Z � w � W N 3N J � W N wl.n ,p WLIJ J w rq - 270 270 - f-- N 0 N w `, 270 270 ? II O II I- N 270 II ,� N 3 270 - WN N wN II II II > H- a II 1- II » U > LL w u w = > 270 M> 270 17 et 1 w 4.50% -4.50% J > u > 0 W w > J .50 J L7 w W �� C.9 W � c.7w `� � w J I-LIJ -2.50/ � J `� 2.50% -2.50% w � w w 2.50% w 52. 0°o w m m U • 260 - - 260 260 - - 260 260 - - 260 260 - 260 PACIFIC COMMUNITY DESIGN U U -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 12564 SW Main Street Tigard, OR 97223 S L- 18 - 16+79 .49 SL- 17 16+54.49 SL-32 - 10+67. 59 - [F] 503-941 -9485 • 280 - 280 280 280 SL-3310+92 . 59 SL-34 - 11 + 17.47 oo N 280- - 280 w 00 rn woo Z ^ > "' M 280 O0 oM 280 280 N No N 280 PROJECT NO.: 144-001 LeiQ HN W43 N HN ON -1 ,0 3N wN J • 3N wN J � 3 � J � TYPE: CONSTRUCTION J '0 w N Z 00 w w CO ,p w O� W ^ W �` i m > ~ II L7w uw > > a II � `� 0 II it � II IY N II FN 0 1-1-1 » J w » u > » u > REVIEWED BY: PRE II g 270 - u-' 4.50/ - w 270 270 w 2.50% 1-LI 52. 0% d -- 270 u - t7 o 0 0LLI 0 IJ 3 -4.50% J -, 270 - '"-' 2.27% L - 270 ll 270 `" -2.50% "' -0.00% `" ,_, 270 `" 2.50% `" -2.50% w c2.72/ 270 --'- 270 09 0 0 4 i 260 - - 260 260 - - 260 262 - - 262 262 - 262 0 262- - 262 CR3 Z -20 -10 0 10 20 -20 -10 0 10 20 -20 -10 0 10 20 20 10 0 10 20 20 10 0 10 20 I7V V I / \ / \ / \ / \ J J V SW JEAN LOUISE ROAD 10 0 7 V VI 17 o 7 0 v > > �'0 V ' , ,a. z o , z p a p Z N. _ N C I� o a - p N o " o > o o° �, Riverside Homes > • p 2 SW GRAND ST o -1- > > C VI �� K I' V V > I> I - > > CV V o 1ST SUBMITTAL: 9/13/2021 p v I> C V 0 262.81 ` p 262.74 • C20 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 11 U STA=11+25.00 > > V V 1.5%_ > 3RD SUBMITTAL: 3/24/2022 ELEV=262.53 �1- r0 262.64 I �, V V 262.73 4TH SUBMITTAL: 5/5/2022 v +r,; J•'' 5TH SUBMITTAL: 6/14/2022 i • 262.66 �1.5% �� 0.8% 262.60 / , "- 1 262.35 1 I REVISIONS 262.45 °�° �S` • ' 262.31 I _ - '262.38 ^/ °\° I 262.37 ` .g, I NO. DATE DESCRIPTION b• 1S . 111 N r� 262.38 0 CO 262.05 262.05 I 2i62p n,'.fr/0 j ° ^' o. 261.99 . I RETURN TABLE 0 , °° �� \S� Sa . �� I 0.8( CURBU `� J , `U' 262.41 �/� - - _ _, N _ - 0.0% N L '�% OI° 261.92 261.93- ,A 1 I 263.03 CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION a o �� / - 'o• ° i0 C7 39.27' 25.00' 90°00'00" 35.36' S44°20'24"W 16+54.49, 14.00'R(GRAND STREET) 9+89.59, 18.00'R(SABRINA) J. G iLli‘-' a 0.0% 1' •� d.,�, ° C8 39.03' 25.00' 89°2T01" 35.19' S45°23'06"E 15+68.86, 14.00'R(GRAND STREET) 9+89.59, 18.00'L(SABRINA) a 262.30 • �.5�° \�po 263.11- C9 39.2T 25.00' 90°00'00" 35.36' N45°39'36"W 16+54.49, 14.00'L(GRAND STREET) 10+67.59, 18.00'R(SABRINA) -' o o �� o � 263.36 .- 5.: O / p I 261.96 \r...9� oo �� ,63 36 9 C10 39.63' 25.00' 90°48'54" 35.61' N44°44'51"E 15+67.94, 14.00'L(GRAND STREET) 10+67.59, 18.00'L(SABRINA) I 1+00 I! 261.97 261.97 �- \ fr\ 262.02 16/ lo °\° 0 \ ., \, �' ., TRACT A , irt_0 f y..• < ,g/ z\ I 262.33 '°o' : Q ° A. LI % o ° \ N I 262.98 `\�` � ' ,,,' \ \\ 13}00 �\ (1/40) __ _________ _ _ _ _ I _ _ _ °\L �,, AS-BUILT ■� 262.61 262.68 w/ a INN I \ a- \ate DATE 5/10/2023 I I 263.28 �� h \ APPROVED CRAIG CARBON 1�`' GRAND STREET IN �" 260.85 263.06 263.31 \ 260.89 261.83 x , 261.18 %/�f„�. 74x °° / \\a, \ a 41 a 261.36 N 261.20 261.52 _ \ \ \ RIVERSIDE 3_8 0.5% o . 2 f L '� � Zi 261.94 AT S C H O L LS �� I 2.0% `r' �I J "a° 262.21 °�° a In� I I =I I I I I I I I I I I I I I I I 1 - I 9/ \ h I I 1. o .�i�i=•='= =.1==A=:=i=�0�� iPI=i=ii�i=F1O °. .2% t7�0� � „ j 1 �. \o �� \= °y. ' 262.43 / '_apt.:.-�_ g �; 4411; / ti:: MEADOW • 261.43 261.25 261.59 iC "� -, � 0 °\° 6.0o j • - . • • .. . ;:-•,.::...:.: pie.g / ,,, 4., 7 ' - 1 �`�� PRI F --zpi _,/,, ,_ !i< 0� .1 1 .► a 84963PE � ,� p p \ o OREGON �' 0p - _ 13. 7 ' o �O CURB RETURN - GRAND ST 8t 174TH LOOP �`< - � ��' � p p ' � �q/h � SCALE: 1" = 10' /` > „ > D p p I G L L. LP > EXPIRES: 12-31-24 S L-7 - 12+74. 16 /. , ,�� E SL-9 - 13+23 . 87 �� CURB R 270 - > o 270 r7 3 > • SL-8 - 13+00. 00 RETURN w 0 w II o � > cc > > 270 c o - 270 l7 -I _ Di _� c7 J • o w -2.82%% `" -2.50% w N sO 260 260 270 > 0 0 270 ce u ,> > > ce w - Z - > <7w U w N 3 N w � 2.50% w 52. 0% w w ~ u O n I- u o u Lu m J 260 - 260 3 w -0.00% `" -2.50% w 250 - - 250 260 - ' °- 260 255 - - 255 z . w -30 -20 -1-0 A13 10- 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 co SL- 10 - +90. 61 :!.. U i Di 3 PACIFIC COMMUNITY DESIGN ✓ 280 - 280 12564 SW Main Street SL- 11 - 14+ 15 . 62 SL- 12 - 14+42 . 05 Tigard, OR 97223 [T] 503-941-9484 280 - - 280 280 - - 280 [F] 503-941 -9485 N / > •�• M O� - 270 w N Z N > 270 N w N ^so PROJECT NO.: 144-001 Q > > " II C v > •°` Z r' > °: TYPE: CONSTRUCTION NI- Lc)o u 0 w 270 - -I •• Z w �" - 270 270 w N 3 N w N 270 SCALE REVIEWED BY: PRE 0) �" 2.50% ''' -2.50% w w N p `� w N i_ ii c ° i_ u I- ii �� „ D > u >w D > 10 0 5 10 O 260 260 w 0.00/ `" -2.50% w L'' 2.50% w2.50% w o J - 1 INCH = 10 FEET 255 - - 255 260 - - 260 260- - 260 4) g -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 C R4 a z D , SW JEAN LOUISE ROAD D p p 1 N 70 �1 Lo 2 3 7 I I = a o 'a - z Z Z H - c, R Rwersidel-lomes Q Q I SW GRAND ST I �� - D ,, 1ST SUBMITTAL: 9/13/2021 Z D D [ 0 v KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 D Q7 V G 3RD SUBMITTAL: 3/24/2022 D ° o a D V 7 4TH SUBMITTAL: 5/5/2022 N D 7 p V I 5TH SUBMITTAL: 6/14/2022 260.70 IQ oo D D V 0 I REVISIONS 260.77 260.56 + D 7 1.5% • D D V 0 260.66 NO. DATE DESCRIPTION i MI 5% 0 2.5% > � � � 1.5%�� 260.30 10 4 260.26 I 260.31 N 260.59 260.33 `r�^ ( 260.73 CURB RETURN TABLE / 260.18 ' a , 260.22 ' . �� °53 I° CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION / °cs/ \Si • S I ` So \ _ _ C7 39.27' 25.00' 90°00'00" 35.36' 544°20'24"W 16+54.49, 14.00'R(GRAND STREET) 9+89.59, 18.00'R(SABRINA) c/ o��I 259.89 259.84 `•O• •�S` 260.87 C8 39.03' 25.00' 89°27'01" 35.19' S45°23'06"E 15+68.86, 14.00'R(GRAND STREET) 9+89.59, 18.00'L(SABRINA) J o / , 260.69 o , p (V 260.24 260.15 0o M b\° �, oj` ° 0, °o ° °° y p o '�� o°� N + ° ��o 1 �c�o ^�I�, ` C9 39.2T 25.00' 90°00'00" 35.36' N45°39'36"W 16+54.49, 14.00'L(GRAND STREET) 10+67.59, 18.00'R(SABRINA) of Lri -1 rnJo a \1 S/.0a ); * .�C•; _ \ r''iJ ,� N N 0.9� + 6 �° Olo +� (n ` C10 39.63' 25.00' 90'48'54" 35.61' N44°44'51"E 15+67.94, 14.00'L(GRAND STREET) 10+67.59, 18.00'L(SABRINA) ✓ V U V V 00000 `7007 � 0000n '�/ '7 259.85 a °o o � 259.90 �, _ / , , , ,_ 0 8/ �� 260.23-' / o \ 0.7/� u�l + (� O 0 0 n n Z 1.6% ik J\V19 26024 V 0V 0VV0V 077 0 0V0260.65 � �1-9, a a =6F----/ 1 o 4 a -d 260.16 260.08 GRAND STREET I 4 A I p I .0 4 259.72_ ,9 oAS BUILT iS SS SS o SS SS SS • N o o t-..• 259.70 5 260.26 N1i _260.24 260.79 o 0 p4 5/10/2023 AppROY CRAIG G LARSON 11+00 -0 I \o "�'Ill, - -H- - - - - -I - I=/ - as as as as as � as as _ I -- _ ° / as o 259.51 as NI25a9S.58 as ‘5�12i° / (Nil/ 259.02 Ni RIVERSIDE N d 259.04 I -- 259.62 aS I as 259.55 -- / \ - \ 259.61 260.09 259.94 �/ - AT SCHOLLS S in \L? 0.4% �' 6.7% �n0.9% I -- 260.28 / OF,oi oI.°r - � , .o°Oo �- : o • - � : g 1/ / \ I MEADOW `0.4% a 0.5% 4.1% 11� a a � o G a ) o � I I I PI I I I I I I I I � f } 2 .% NUl ICI ..�I��I7 �i�I .: _:I=I I_I I IC �C��JI'=�= ��I I=iI==I �I� :iC�C1Gi=i=�01=1 i=i=i= i=i��ClC� =1 ` 3it?iC� 4* 0o �� . %259.62 259.69 260.16 259.88 i�. ' 259.58 259.32 259.35 ��.i< _ a1/ i : - 1T "z PRIG' CURB RETURN - GRAND ST 175TH AVE 259.96 / L t iDi _' j , 41 4 \ �,G I NeF` / = 4,I -260.35 `'i'i=i�i� j / 84963PE SCALE: 110 260.09 -Li=C�CimI o,• OREGON O � oh 13, 4/C L. `p ' EXPIRES: 12-31-24 SL- 1 - 10+40. 00 SL-2 - 10+65 . 00 SL-3 - 10+90. 00 270 - N N -270 270 - - 270 270 - - 270 > N .O nil -1. �. o .- wo` z �; wo` wog_1 Lnp >L.Lia; p• • J L co H N u c\I » w U W RETURN J r J -► -' J -� J L. w - - J U' W 0 260 '" -2.82% _�" -2.50% ''' - 260 w 0.00% ''-' 52 0% w 2.00% w -2 50 o w N 260 - - 260 260 - - 260 o 1 • 1.111 0 U W 250 - -250 250 - - 250 250 - - 250 w 3 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 ,673 W m U , IP!......•........,iii 4.1 ,._7_., PACIFIC COMMUNITY DESIGN U SL-4 - 11 +63 . 37 SL- 5 - 11 +90. 00 SL-6 - 12+ 16 . 66 12564 SW Main Street O Tigard, OR 97223 0 270 rn ^ 270 270 - co co rn - 270 270 - o �; o - 270 [T] 503-941-9484 N z � > ,n wo zo > � > •o zo > • o o N w N w N 3 N w N W co 3 N W [F] 503-941 -9485 u II H u a I-- a 1- u I ° 1- u i U > > > U w > > > U w > > w -2.00% w - J J J -� J J �`- J W PROJECT NO.: 144-001 -2.50% w ``' 0• .00% LL' -2.50% w w -2.82%% LL' -2.50% Q 260 - I - 260 260 - '' 260 260 260 TYPE: CONSTRUCTION i - + 0 SCALE REVIEWED BY: PRE 10 0 5 10 �3 0 o 0 250 - 250 250 1 INCH = 10 FEET O 250 250 250 0 v 4 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30CR5 i 0 a z ✓ V V D • v V V V O D DpD I > > 7 7 V 12 7 V V > D p I> V V O V. p p p p D p 7 p 19 R Riverside Homes 17oC\ D o0 Ipp DVI> D �7 ,I 70Vi 00 I p p I p V 1ST SUBMITTAL: 9/13/2021 7 0 Vi O p 2ND SUBMITTAL: 1 /27/2022 ✓ p p p 3RD SUBMITTAL: 3/24/2022 I p V V V 4TH SUBMITTAL: 5/5/2022 ✓ V ' V V I 5TH SUBMITTAL: 6/14/2022 2112 62.40 72 V V 17 o o LF KGB- I REVISIONS O 0�> Di; o+oo.00 V V 7 V D GB-0203.89 D 7 > p 0 NO. DATE DESCRIPTION V P GB'=0+07.78 p p p 0 0 o o p 262.28 p o 0 1 I 0 V D 1+09.61,GBrLP,v v , ✓ 0 \ p D , I I D p o vI 7. D ' 262.22 0 262.22 GB CD ` 11 v v p GB 0+15.83• 0 1+05.06� D p 0 20 77 n v D p 1-7 V 262.11N. • 0 / I a GB 0+23.57 I 4 4, ) 1 �/ as - Gg• 261 2J 00 ON / A ° x32•1•� I 261.92 J G ccn e• �67 0+84.65 GB LP_ — — — — H — — — — GB `' \ — — �x3�z z o+82.» o� AS-BUILT ......._ < ° 4 a A % 1 96 •Gb • o 0 11 66 \ \ \\\ \ DAl'� 5/10/2023 co co oo �� /Iss — �\ / / APPROVED CRAIG CARBON 0 0 0 �� N o GRAND STREET o / \ < 6 TRACT A 0 � I .C��o .• a / RIVERSIDE bq`0 V 13+00 — _ �_ b�� •nj AT SCHOLLS doh ry �� , MEADOW , , • • , .., x V � / /4x00 p -. / co N _ L L . \ L. L , \L L / / (� L PR a a a % 4 a �(...-6INFF ...-- $.. a a a a a a / �,oeV 4963PE a a I I I ''E I I . I I I I I I I I a I I I I I A r I I I I I I ° 000•.• / o/ iMr��IMIC �1 i o OREGON . —4...__-......_cat.. 1 z - iiii / / • � o"� �I EXPIRES: 12-31-24 , . . P , 11 / -&-% '-ki.,„,..1 - / .0 � �� i / a o CURB a N RETURN N CURB RETURN - GRAND ST Et 174TH LOOP 0 SCALE: 1" = 10' ce U I- w w 2 V) (1) V) z CC I- W COCe Ce if--") 1711.00161..") PACIFIC COMMUNITY DESIGN U 12564 SW Main Street U O o Tigard, OR 97223 [T] 503-941-9484 [F] 503-941 -9485 PROJECT NO.: 144-001 -9D SCALE Q.-) (ii) 10 0 5 10 TYPE: CONSTRUCTION ��ii REVIEWED BY: PRE 1 INCH = 10 FEET 0 0 0. 5 0 7 C R4 z I I 7 ° 71 ° ° I > D C °°°\I -..7> %/ D R Riverside Homes I Evv I p v v I 9 1ST SUBMITTAL: 9/13/2021 I /7 ° `1 2ND SUBMITTAL: 1 /27/2022 ° V 3RD SUBMITTAL: 3/24/2022 2 3 7 V C 4TH SUBMITTAL: 5/5/2022 I ° V 5TH SUBMITTAL: 6/14/2022 7 ° I — V V 1 REVISIONS I u L 260.58 260.58_GB,LP 7 ° I Q LP GB 0+00.00 1+13.69 &° V NO. DATE DESCRIPTION p ° V a I D D ° ° D p [7 ° v D ° ° ° ° � i a - DD ° o Ln ► o oa 10 GBF- 259.98 259.95 1.4/� I0+21.586 GB1L' �i� I 1 0+91.04 ° GB 259.92 259.82 GB 1 \`') \ t _ 0+26.19 I 0+87.36 +I 5°I• — — — _ _ ce,A •CV(' \..ro ° N J / o+ 989 ,, I _ _ _ _ _ _ _ s9 .� � _ AS—BUILT a ° �X''-4 '- ii 73 — — [rj PGE \ _ DATE 5/10/2023 V V ° ° ° ° ° � ° ° ° ° ° ° ° ° ° ° 8 I �k� � � /� -_-649 —_— _ _ gpppp'V® CRAIG CARBON ° ° ° ° ° ° ° ° ° ° ° ° ° ♦ ° ° ° ° ° ° ° ° a a calNP a a ll7 O (_, °00L7 ---gym— �— — + f N Os O• Os 00 N •. •• r, • d' e7 4 ZI a c N ,- - Ln r n .o ^ N I N —� N ° ,�'., �+ N \O N �J GRlSc . oTREET RIVERSIDE �� o pNi ------------ _____ fN + p O O r O O N p m a o.�`� AT SCROLLS I N;N b CO •• p .p cb C7 N ' x MEADOW I O o� N,O - H— 11 i00 - - 1M/ — —Q I — / Q:o 0 I N +;O / OIO I \ I _ ..._ / \ i I ID I I LI ,00,7c70 ________ 0 000 0 ____0.L3 / i 0-,\) PROFF Qa 84963PE a I I I IIIIFIIIIIIIII _ I I II I I I I 1 I I I I I I ;tI %� o O REG ON o i=i.i i—■—ii�y�—�— �iii —ziiiii_Fi�izLiiid=is=i��iCiCi=i= p --.„ 1 3 17 e 1 ==Ir I 11�` - n I 'q/0 `p ' EXPIRES: 12-31-24 / ��' a Ll a i=iC:ci�1 o CURB E Q RETURN CURB RETURN - GRAND ST Et 175TH AVE 0 a SCALE: 1" = 10' 0 U H- w w S Z L- w m U ct I 2:........„41 I::0 PACIFIC COMMUNITY DESIGN U c3 12564 SW Main Street U Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 SCALE (;) 10 0 5 10 TYPE: CONSTRUCTION o' o) mi m�� REVIEWED BY: PRE 1 INCH = 10 FEET P_ 0 U 0 0 0 4 v 0 C R 5 a 2 6" FACE OF CURB CURB JOINT DRAINAGE BLOCKOUT STREET WIDTH SEE NOTE 5. SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 DWV (ABS OR PVC) 1 5' MIN. SEE NOTE 5 ROW 1 6 1 3" PIPE W/COUPLING ROAD SURFACE 1' BATTER _ - , _ _ II-n-a-n-u-I rn=n 6" 2% ��=11- Riverside Homes L..0 �- ROAD 1„ 6 1" R ° °° II 1„ BATTER ROAD _ : �, ,: 3/4„ R 6>, EDGE ,� nu 1 J 1111111! : ' . . 'f-'f I f-i I'f-111`-f l'f-1 1 if-1( ((f-1 I I ° -1 I I-1 I I III-1 I I-1 I -�I I I I I I I I-1"- ° ° ° °, 12" f, ,` 12" ° .I-III II_IIIIII. 1 6>> d 1/2„ a=nn. 1 %"MAX ' ° ° d ° ° ° MAX. I1�i 1 0.5" v 1ST SUBMITTAL: 9/13/2021 2" OF 3/4"-O" BASEROCK " 4 ° ° ° 0 0 2ND SUBMITTAL: 1 /27/2022 6" 5 ---s� / DRAINAGE BLOCKOUT °°°°° ° °°°° ° ° ° ° ° °o .ate 3RDSUBMITTAL: 3/24/2022 / COMPACTED SUBGRADE °° °°° ii-�� 6 4 �' 3 I.D. SCHEDULE 40 BASE COURSE 7 =III_n: , oP oo �:. DWV (ABS OR PVC) -"- 4TH SUBMITTAL: 5/5/2022 -�-- PIPE W/COUPLING 24 5TH SUBMITTAL: 6/14/2022 ADJACENT TO SIDEWALK CURB °d ° ° COMPACTED SUBGRADE 7 - 6" - 3„ 0 0 0 0 O 4 0 0 Q o 16 BASE COURSE REVISIONS o 0 ° ° ° - 24" -- Q 0 0 0 PLANTER ►-. 5' MIN. ROW A o D 0 ° ° d ° NO. DATE DESCRIPTION STRIP -... _2% 6 0 ' , 0 00 ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE 0 d ' STRENGTH OF 3300 PSI AT 28 DAYS. ROAD `°q '° _ W"" 2. EXPANSION JOINTS: 2. EXPANSION JOINTS. EIII=III=III=III=III= -III=III-11'- A. TO BE PROVIDED: A. TO BE PROVIDED: 1) AT EACH POINT OF 1) AT EACH COLD JOINT. /l 9 2) AT EACH COLD JOINT. OF THE CURB. 2) AT EACH END OF DRIVEWAYS. 2" OF 3/4"-0" 3) AT EACH SIDE OF INLET STRUCTURES. COMPACTED SUBGRADE BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. NOTES: 4) AT EACH END OF DRIVEWAYS. 4) AT EACH POINT OF TANGENCY OF THE CURB. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. SIDEWALK AWAY FROM CURB 1. EXPANSION JOINTS: NOE& A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. 1) AT EACH POINT OF TANGENCY OF THE CURB. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. EXTRUDING, WITH A THICKNESS OF 1/2 INCH AND SHALL COVER 2) AT EACH COLD JOINT. ENTIRE CROSS SECTION OF CONCRETE. 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTION JOINTS: 3) AT EACH SIDE OF INLET STRUCTURES. 3. CONTRACTION JOINTS. 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. A. SPACING TO BE NOT MORE THAN 15 FEET. 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. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 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. 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION.BASE ROCK SHALL BE WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER ENTIRE CROSS TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER AS-BUILT 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: IS GREATER THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. DATE 5/10/2023 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 15 FEET APART A. 3" I.D. PIPE WITH COUPLING. 5. DRAINAGE BLOCKOUT APPROVED CRAIG LARSON 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 A. 3" I.D. PLASTIC PIPE WITH COUPLING. 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. B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND 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. REPOURED TO FULL DEPTH OF CURB. 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 C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. RIVERSIDE 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 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN I SHALL BE STAMPED ON THE TOP OFTHE CURB CURB ABOVE THE LATERAL. AT SC H O LLS APPROVED BY: APPROVED BY: APPROVED BY: DETAIL V CITY OF TIGARD NO SCALE 41 CITY OF TIGARD 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. - MEADOW MI ENGINEERING DIVISIONCONCRETE DWG, N0, ENGINEERING DIVISIONSTANDARD DWG. N0. ENGINEERINGDIVISIONDWG. N0.CITY ENGINEER CITY ENGINEER CITY ENGINEER PUBLIC WORKS DEPARTMENT �� PUBLIC WORKS DEPARTMENT PP' PUBLIC WORKS DEPARTMENT SHEDSECTION CURB AND GUTTER 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. CURB & GUTTER TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 1 20 TIGARD,OREGON 97223 JANUARY 2013 CURB 1 25 TIGARD,OREGON 97223 JANUARY 2013 1 2 6 TIGARD VOICE:(503)639-4171 - TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE � / VOICE:(3 06)684-7297 1 N. T.S. FAX: (503) APPROVAL DATE 7 5" PAVEMENT SECTION 2"ASPHALT WEARING COURSE 3" ASPHALT BASE COURSE LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF EXISTING DRIVEWAY - EXISTING DRIVEWAY - PR�FO^ AASHTO T 209 MATCH WIDTH & GRADE MATCH WIDTH & GRADE gyrx4g63PE��U/ _..„7/......._ 10" BASE ROCK A f A 2" (3/4" 0) LEVELING COURSE R/W LINE R/W LINE C� lJ I ' 8"- (1 1/2"-0) AGGREGATE BASE VARIES SEE NOTE 3 6„ --Iii SEE NOTE 3 o OREGON \/ \/ \' \' \' \ 95% OF MODIFIED PROCTOR C4)oh 13, , � � � � � � AASHTOT180 SEE NOTE 4 4/G L, LP� 12" �� 6°--� 1" � COMPACTED SUBGRADE SOILS 5' MIN 2% SIDEWALK 5' MIN 2% SIDEWALK EXPIRES: 12-31-24 R=1/2° 1 1/2co \//AA/VA/VA//AAA/VA/\A 95% OF STANDARD PROCTOR t t oo AASHTO T-99 0 ` - SEE � - SEE Lu LANDSCAPE NOTE 3 LANDSCAPE LANDSCAPE NOTE 3 LANDSCAPE R=1" < R=3/4" LOCAL STREET STRIP SEE NOTE 2 STRIP STRIP SEE NOTE 2 STRIP PAVEMENT SECTION MCD " NOT TO SCALE L_ i_ R=3/4 _ Z + 6" PAVEMENT SECTION A --.] A } 2"ASPHALT WEARING COURSE n o• I 3/4"- 2" SECOND LIFT 30' MAX 30' MAX STREET N 2" ASPHALT BASE COURSE �- 3' 3' -f 3' _ 3' DETAILS 6 1/8 ' LEVEL 2, 1/2" DENSE GRADED 10' MIN 10' MIN d N ° R=1/4" _ HMAC - THREE LIFTS �pop�� erie� COMPACTED TO 92% OF PLAN o . ...eig�.tom".r R W `� LAN R W z o _ mob .' AASHTO T-209 6„ \��F 8,> \��y1P PROJECTED TOP PROJECTED TOP 13" BASE ROCK 'c c E. T 5"- (3/4"-0) LEVELING COURSE 3/4 OF CURB 2% MAX 3/4 OF CURB 2% MAX o I COMPACTED MOUNTABLE CURB TYPE 'A' `\\`\\`\\`\\`\\`\\` 8"- (1 1/2"-0) AGGREGATE ° `//// - . CRUSHED ROCK ° as � ° w \ \ \ \ \ \ BASE 95% OF MODIFIED :° 0.00 • LU \ \ \ \ \ \ ' PROCTOR AASHTO T-180 °°°° O,Q °° °°� °° I)/?/fr - 18° \ \ \ \ \ \ STR •EET ° °°°- -_ III-1I1=I /�F STREET a - -_I1 I11I -I /(rF , \ � COMPACTED SUBGRADE SOILS o ° . • _ =° _I - wq y o - • ° - =I �q y oriii) 3 12„ 6„ 1„ 95% OF STANDARD PROCTOR `�oo o /oa a a. :41 ; a a °°°° - = s 000°o °a a a ° ° III,• 0 //\//\//\/\ \ \ o . ° 11=1�1a l 1 ° 11-ITIa l I 1 1/2" mAASHTO T-99 0 00 000 ° 111- I_ 0 00 00 0 < -�=111- Q o0 0 moo o � �0000°000 0000 0 ooaa° 00 0 °o°o ° o 0000 °000 000 SEE NOTE NO. 4 o ° o - �I=1 =1 I-III-°I -�°i-i -I o °c °I1i - i III-°II-°�°-i -I coo o 0 0 -i �-III-III- - NEIGHBORHOOD ROUTE 1i=i1=11=1i1=i' LI R=3/4" 2 OF AGGREGATE 2" OF AGGREGATE PACIFIC COMMUNITY DESIGN - R=1" 2 PAVEMENT SECTION SECTION A-A (3/4"-0") COMPACTED SECTION A-A (3/4"-0") COMPACTED E.cN M N NOT TO SCALE 12564 SW Main Street 0 R=3/4" Tigard, OR 97223 o Z NOTES: NOTES: [T] 503-941-9484 -4 r 3 [F] 503-941 -9485 3/4" 1/3" - t - N 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. o r R=1/4" 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. PROJECT NO.: 144-001 + a ° Q .�Y.�_-- - = .! �" J 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED TYPE: CONSTRUCTION o MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. REVIEWED BY: PRE COMPACTED MOUNTABLE CURB TYPE 'B' 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. 2 CRUSHED ROCK (FOR COMMERCIAL DIRVEWAYS ONLY) 0 APPROVED BY: NO SCALE APPROVED BY: o CITY OF TIGARD CITY OF TIGARD NO SCALE ARE TO BE CONSTRUCTED AT INTERVALS , , ,, CITY ENGINEER STANDARD DRIVEWAY OREGON LORI FAHA, P.E. COMMERCIAL TRANSERVE CONTRACTION JOINTS OREGON LORI FAHA, P.E. 9 , � ENGINEERING DIVISION DWG. NO. , _ 7,1 ENGINEERING DIVISION CITY ENGINEER DWG. NO. 0 .4 NOT TO EXCEED 12 FEET. CONCRETE s, PUBLIC WORKS DEPARTMENT 1.µ".a PUBLIC WORKS DEPARTMENT SHALL BE 3000 PSI, 2-4 INCH SLUMP. _ 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 143 o TIGARD VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 j FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATED2 • 01 10' MIN. (-- 6" CLASS "C AC - OR - 3" CLASS "C AC ON 8" OF 3/4"-0 - — 2% SLOPE TO STREAM ' R Riverside Homes t „ - -,. i i / __ d 'U 2 o 111- 11I1/ /// / /r'oo 0 0� o 0 0 000 00°=-111I a o as pC III I� — — —11r 0 0 0 0 0 01 0 0.111-111 �p o I„IIII��IIII ,111-1�11„�11_ Ilillllt III-II -111 I. q7 �� 1�-)i ^per ap 1ST SUBMITTAL: 9/13/2021 20' IIIIII-III-I I �� / COMPACT & STERILIZE SUBGRADE 2ND SUBMITTAL: 1 /27/2022 6 0' 3RD SUBMITTAL: 3/24/2022 i FABRIC 0 D 4TH SUBMITTAL: 5/5/2022 70' 00 ,(7' 5TH SUBMITTAL: 6/14/2022 00( MAINTENANCE ACCESS )00:F/' REVISIONS � ��oo r)r)9.. c NO. DATE DESCRIPTION 7 lJ MONUMENT CASE & COVER 5' MIN. 2 1/2" A.C. 4" OF P.C.C. ON 4" OF 3/4"-0 2% SLOPE TO STREET NOTES: DAVEMENT 6 " r III-1 I I-I I1 1- WIDTH PER 'II,7III=III= IIIIII=III- 1. MONUMENT BOXES TO BE CAST IRON OR ' �11-II 0 0 .- :O:o 00 0 .0 i;�-I ,- ALLOY SUITABLE FOR HEAVEY TRAFFIC STD. PLAN A 0 O. . .°.' 0.00. 00 _ _ LOADING #1036 OR 1033 SUPPLIED BY: -III- 'I IIII-I I IE 4" A.C. EAST JORDAN IRON WORKS, INC. FABRIC (PART NUMBER 3680) 13127 STATE AVE PEDESTRIAN PATH OR BIKEWAY MARYSVILLE WA 98271 (360)651-6144 SALES REP: (503)367-7925 AS-BUILT NOTE: NOTES: 2. ALTERNATIVE TYPES MUST BE APPROVED DATE 5/10/2023 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. Ap 5/1vED CRAIG CARBON DETERMINED BY THE FIRE MARSH ALL. 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 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. FINISH GRADE. 4. COMPACT AND STERILIZE SUBGRADE. RIVERSIDE AT SCHOLLS CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE V OREGON MICHAEL A. STONE, P.E. a OREGON MICHAEL A. STONE, P.E. MAINTENANCE ACCESS OR v oxIGON MICHAEL A. STONE, P.E. MONUMENT MEADOW ENGINEERING DIVISION CITY ENGINEER FIRE TRUCK DWG. NO. ENGINEERING HALL BLVD. CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT �, PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL TIGARD,OREGON 97223 JANUARY 2013 TURNAROUND 165 TIGARD,OREGON 97223 JANUARY 2013 PEDESTRIAN/BIKE PATH 166 13125 S.W.HALL BLVD.TIGARD,OREGON 97223 JANUARY 2013 BOX 1 70 TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE VOICE: (503)684-7297 APPROVAL DATE(503)639-4171 VOICE:(503)639-4171 FAX: FAX: (503)684-7297 APPROVAL DATE As required in EXISTING DRIVEWAY - Off typical sections MATCH WIDTH (Sc GRADE Street of construction 32' - A -_ Street plans 16' I,: 8" ,` D PRO14 Area GIN / R/W LINE 1 ' T-cut see 18496 PEA �� VARIES SEE NOTE 3 20 I Surfacing L note 1 ) TYP. I a � I 5' MIN. % �A OREGON 5' MIN 2 SEE 2% Topsoil or as GROUND I �45 �' ��h ti° 2% NOTE SIDEWALK 13, directed Base Material ...,�.�W. --18 - \\�\\��%\ \�� `�.��\% 6„� '�/G P ' c� �- . \��\,� 12" L I G _ EXPIRES: 12-31-24 SEE POST _/i U O SUPPORT DETAIL SEE NOTE 2 A ---4- o o a U O 30' MAX QI 0 -o O 6' 6' cn > 0 10' MIN � z \c 0 0 +T, w S O E �- ' 0 C - 0 1. MATERIALS: U PLAN. -C3 v` a) E a) 0 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL STREET ):; c _o (n E POST. U- � o >, DETAILS ,•a � �, � o � � a� � 1 1 [ () ] I 3/4" PROJECTED TOP R/W P� ° Q N I �, a� ; Q 3" 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED / OF CURB 6" \�� N 0_ - cn I- GROUND I O STEEL STIFFNER POST. 0' N 2� MAX O ti- Q� D CD O U O, ii\ \ j /\`\" 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED - r� / '. STEEL ANCHOR. o STREET Q' Q \� i O w a d e .d � Min bedding 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH e d • O " �o'°000 o�o f • R/V'Fij, below outside of 6" - 6 O LOCK WASHER, OR 5/16" CORNER BOLT. 3 0 00 moo o o osa, • �Y� pipe bell 3/4" - 0" MINI MIN O 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND coo o 0 o crushed aggregate ) LOCK WASHER, 2 BOLTS PER RAIL PER POST. J �` 0 2" OF AGGREGATE 0., 0 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND w SECTION A-A (3/4"-0") COMPACTED �� ' �� WHITE CROSS RAILS. F............ft,1 2' Min Trench \\j�j�\�\�� \\\ O 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PACIFIC COMMUNITY DESIGN NE. NOTES: foundation O FOR STREETS AND HIGHWAYS AND THE OREGON 12564 SW Main Street 2 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. stabilization SUPPLEMENT. Tigard, OR 97223 4 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. if required ' O 3F-1 BARRICADES [T] 503 941 9484 N 6C-8 BARRICADE DESIGN [F] 503-941 -9485 0 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6C-9 BARRICADE APPLICATION N MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: POST SUPPORT DETAIL N 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN PROJECT NO.: 144-001 1. 1' T-CUT FOR PIPE ONLY PROJECTS. ACCORDANCE WITH THE CURRENT STATE OF OREGON 4. SEE STD DETAIL NO. 146 Q 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION TYPE: CONSTRUCTION 2 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. REVIEWED BY: PRE a 4. BARRICADE FOR SIDEWALK IS SIMILAR. C I_ a APPROVED BY: APPROVED BY: APPROVED BY: i CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE o OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. ,1 ENGINEERING DIVISION STANDARD DRIVEWAY DWG. NO. a ENGINEERING DIVISION TRENCH DWG, NO, ENGINEERING DIVISION STREET DWG. NO. CITY ENGINEER CITY ENGINEER CITY ENGINEER PUBLIC WORKS DEPARTMENT �\ PUBLIC WORKS DEPARTMENT �,, PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. /► 1 /1 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. O TIGARD,OREGON97223 JANUARY 2013 w/CURB—TIGHT SIDEWALK L TIGARD,OREGON97223 JANUARY 2013 BACKFILL 180 TIGARD,OREGON97223 JANUARY 2013 BARRICADE 1 92 7 �i IGBD VOICE:(503)639-4171 aFAX: (503)684-7297 APPROVAL DATE TI(IARD VOICE:(503)C,39-4171 FAX: (503)684-7297 APPROVAL DATE C=�D VOICE:(503)(5 6843) 7297 1 APPROVAL DATE FAX: 684-72)7 D2 • 02 EXISTING DRIVEWAY - MATCH WIDTH & GRADE Ai- ' R/W LINE VARIES SEE NOTE 3 AIIN y2� 2% �2� R Riverside Homes 1 ,7-SEE NOTE 3 SIDEWALK 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 SEE NOTE 2 A ►- 3RD SUBMITTAL: 3/24/2022 30' MAX 4TH SUBMITTAL: 5/5/2022 6' ► 6' ► 5TH SUBMITTAL: 6/14/2022 10' MIN _ GE Q P A C I E I C 148Tel: (503) 72ndAvenue LOCK+LOAD MSE RETAINING WALL STOP SIGN LOCATION REVISIONS Portland,Oregon 97224 INSTALL 4" PVC SLEEVE UNTIL Tel: 598-8445 TYPICAL CONSTRUCTION DETAIL ( CROSSWALK PERMANENT SIGN INSTALLATION) STRIPING NO. DATE DESCRIPTION GEOGRID SCHEDULE MAXIMUM EXPOSED WALL HEIGHT -I- PC/PT PLAN PANELS (H) 10.97 FEET _ EXPOSED FROM MINIMUM GEOGRID rc5\,,,HEIGHT, H (FT) BOTTOM LENGTH, L(FT) DRAWING NOT TO SCALESIDEWALK 3/4" PROJECTED TOP R/W �p'( 11.00 9 10.5 CURBSIDEi OF CURB 6" O��\E 9.67 8 9.5 J ED 3 / TRgN S'\F /11,„.v �% MAX S /S\ 8.33 7 8.5 �o S<�p �� e ��F STREET J . • . 7.00 6 8.0 6 ' /////// _a o .°.. . TRUNCATED DOME a. a OR/ 5.67 5 7.0 o Z , oa o0.00 0'° • °V°.° °a . - o° °0 00 0 ° �F�q y DETAIL \c,(,\'s 2 0 0 0 �o °0 0 0° ,�a ° 4.33 4 6.0 l o000 0 0 osg° ° oo Boa oov000e°°o° I /� �V� Go° 0 0 0 ° 3.00 3 5.5 f U U o C y \P� .�: �%� 2" OF AGGREGATE 1.67 1 2 Oo © © C / P�� SECTION A-A (3/4"-0") COMPACTED Note: No Geogrid Required for Exposed Heights of 1.67 Feet or Less. o Q� EXPANSION 0 0 0 < z�� O JOINT (TYP) 5.7 DEGREES yREELATIIVELY LEVEL GRADEy WITH 250 PySFy TRAFFIC ySURCHARGE O O O q o c NOTES: (10:1)WALL BATTER 1 1 1 1 1 1 1 1 1 1 1 1 1 oO O° O° C w o �P Gj 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. / CUR6 _ of w Q E PC/PT AS-BUILT 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 7� ,1 / .. DATA 5/10/2023 li / • APPROVED CRAIG LARSON 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED I / RAMP TEXTURE MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 10 EXPOSED Xr q / REINFORCED BACKFILL PATTERN DETAIL PLAN VIEW WALL HEIGHT(H) - GEOGRID MINIMUM LENGTH ZONE- 4. SEE STD DETAIL NO. 146 PER GEOGRID SCEHDULE / 3/4 Cri RUSHED ROCK F--- ► / / CONTRACTOR RIVERSIDE 4' 4' 6" - RESPONSIBLE / FOR STABLE RELATIVELY LEVEL BACKCUT FLUSH AT SC H O L LS ED OREGON MICHAEL A. STONE, P.E. V - I _ 2%-i pp cITY of•rON AaA. ST 6Y. NO SCALE GRADE ^ --- //COMPETENT NATIVE SOIL -IIIiiI=I_h -0 - - 0 12 1ENGINEERING DIVISION o,TYENGINEER STANDARD DRIVEWAY ;IIIilll=ll °$� °i°%°° °$ °°°° ° ° 4DWG. NO. MIN.EMBEDMENT I I-I`11-ri1s�I-III-1I�11I-III- I- ° MEADOW PUBLIC WORKS DEPARTMENT = 12 IN. OR ENGINEERED FILL -"1=111=111=111_1 -111- ° Ii- -°°° °° ' °°,, TIGARD,OREGON BLVD.13125 S.W.HALL 7 23 JANUARY 20131 42 -111-III-I "i_I R I=I 1 C O o O ° O O o°° VOICE:(503)639-4171 _ w/CURB-TIGHT SIDEWALK o o0 0 O 00 i_TIGARD 4' P.C. CONCRETE �8efaoo 0 FAX: (503)684a297 APPROVAL DATE CRUSHED ROCK LEVELING ING PAD 6" C3"RUSHIEDUDRAIN ROCK WRAPPED INI MIRAFI I I11 II I II I -1 I I �000 0000 O 00 O Notes: MIN.THICKNESS 140N FABRIC OR APPROVED EQUIVALENT " I 1III I I ° O O O 0000000 O° = (SEE NOTE 4) 2" 3/4"-0" AGG. BASEROCK 1. GeoPacific should review subgrade soils. Base of wall should be supported on stiff native soils or engineered fill. 2. Backfill behind the wall (reinforced zone)should consist of 3/4"-0 crushed aggregate compacted to 95%of Standard SECTION A-A NOTES: Proctor(ASTM D698). 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 12" ► - 6" _ 3. Use Lock+Load Standard Panel units. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE 4s) PRI F , Face of curb EDGED ON 4 SIDES. s. ct‘G I NF4.4 Street Width 1/2" R. 4. Geogrid should consist of Stratagrid SG350, or approved equivalent(Mirafi SXT, etc.). 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. A963PE Road surface 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 5. No geogrids required for walls with exposed heights of 1.67 feet or less(2 panels or less). 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. y -4-1" 3" see Note 5 6. Recommended wall drain is minimum 3-inch-diameter ADS Heavy Duty grade(or equivalent), perforated plastic pipe 6. SEE STD DETAIL NO. 146 o cOREGONL� 6" i enveloped in a minimum of 1 cubic foot per lineal foot of 2"to 1/2"open-graded gravel drain rock(or approved APPROVED BY: C,j h 13 (� ((-3:':1- - - CITY OF TIGARD NO SCALE ,,c, yequivalent)wrapped with geotextile filter fabric(Mirafi of 2" or equivalent). Date: 11/10/2021 oREGON MICHAEL A. STONE, P.E. 4/0 L. `N Drawn by:ABC ENGINEERING DIVISION CITY ENGINEER WHEELCHAIR RAMP DWG. NO. pZ - 12" �., PUBLIC WORKS DEPARTMENT EXPIRES: 12-31-24 1Project: Riverside at Scholls Meadow 13125 S.W.HALL BLVD. F d. i"� -o ° �1/z" Max4 Washington County, Oregon Project No. 21-5693 FIGURE 2 s��7� TIGARD,OREGON97223 JANUARY 2013 STANDARD CORNER '� 28 (7" d - TIGARD VOICE:(503)639-4171 -1 . d d FAX: (503)684-7297 APPROVAL DATE � D 4 0 C0 0 q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C; 0 Aggregate Base 6/ - - 3"� U -_ 5/ F Notes: f 19 N.T.S. M n'. PEDESTRIAN " PT(HIGH SIDE) N 1. Use Oregon Commercial Grade Concrete CL PL CROSSWALK STREET ✓ Per Section 00440. Face Of Curb 3/4A DETAILS � A. Broom Finish 6' o 0 0 0 0 N Street Width �°o°o*°o°a oN 2. Expansion Joints / 1/2" R. A. Place 1/2" Pre-Molded,Asphalt Impregnated, + / o 0 0 0 0 < p CONCRETE PEDESTRIAN 3°°°°�°°°og Non Extrudin0g Material At: - See Note 5 CURB (TYP.) � - 5' 1) Cold Joints. 6" .44 2) Each End Of Driveways. R=3" 1/20 0 3) Each Side Of Inlet Structures. Road Surface SEE PLANS FOR SIDEWALK WIDTH o 4) Each Point Of Tangency Of The Curb. 5) Locations Necessary To Limit Spacing To �o IV (REFER TO DETAIL BY JURISDICTION) I f °I„ L w 200 Feet. - PLANTER STRIP1 _ OQ. lD NFALL PROTECTION FENCING 3. Contraction Joints Q xI 3 A. Space Not More Than 10 Feet. GUARD RAIL rr sor) o B. The Depth Of The Joint Shall Be At Least 1/3 o a a Depth Of Concrete. Q C. Center Weepholes With Contraction Joints. .w.w.4W. .w.w.w. / .4 o D. Locate Weepholes As Close As Possible To >o�o�o•0Peo� •o�o ( o LANDING ��1 u, Property Lines. Aggregate Base 20" T liII. `" 1/40 5' X 5' MIN. ceujPACIFIC COMMUNITY DESIGN 4. Use 1-1/2" - 0" Or 33/4" -0"Aggregate Base I I i1 I I I i ;// i PEDESTRIAN Compacted To 100% Of AASHTO T-99, Method D. L hill " CROSSWALK 12564 SW Main Street E. Place To Subgrade, Street Structure, Or 4" In Depth, 9" 12" Iii l . 0.75'TOP OF WALL Whichever Is Greater. Extend At Least 12" Behind Min. Iill� I, ; ,,,,, i /1 IrriA/ TO CENTER OF FENCE POST Tigard, OR 97223 The Curb. o"ovo 2/ MAx. [T] 503-941-9484 O o Sawcut Sawcut 111 11 o 0 04 5. Drainage Blockout N18" �18" - - o000o daA. 3" Dia. Plastic Pipe With Coupling. [F] 503-941 -9485 B. Core Drill Drainage Access Thru Existing Curb Or oho o o ./ ✓ Vertically Sawcut Curb And Gutter 18" Each Side j FACE OF TIMBER ALIGNS WITH TOP °o°o •3� `11 i Of Drain And Repour To Full Depth Of Curb BACK OF CURB SIDEWALK ° ° LANDING} (See Detail A). o o - - - PC 5' X 5' MIN. PROJECT NO.: 144-001 6. Slope Gutters At 5% Max. At ADA Access Ramps. (LOW SIDE) TYPE: CONSTRUCTION Q DETAIL A CURB AND GUTTER o Vary Slope As Required For Drainage And Per REVIEWED BY: PRE 0C Plan Details. 5' , �- OPTIONAL PARALLEL RAMP 3 ��a�`t°"`'o. WASHINGTON COUNTY STANDARD AS NEEDED 2 37�^ DEPARTMENT OF LAND USE & CURB AND GUTTER 0. -.tTRANSPORTATION RETAINING WALL, GUARDRAIL, AND FENCING - °RFGON ENGINEERING SECTION o PLOT STAMP: 01/03/17 2:34P KELLYE EFFECTIVE DATE: 1/01/2017 WASH. CO. # 02010 CROSS SECTION AND SPACING DETAIL CURB RAMP CAD: 2010.DWG DETAIL APPLICABLE TO COUNTY i NOT TO SCALE NOT TO SCALEa D2 • z ROAD (SW ROY ROGERS RD) ONLY R Riverside Homes STONE CAP 1ST SUBMITTAL: 9/13/2021 CONCRETE CAP BY OTHERS 0/ �0 2ND SUBMITTAL: 1 /27/2022 j / �0 3RD SUBMITTAL: 3/24/2022 q� /I is ■ k/ __ BRICK FACADE 4TH SUBMITTAL: 5/5/2022 NLY CELLS Gm es Ir REINFORCEMENT ARE REQUIREDOTO BE GROUTDH #3 TIE BARS @5TH SUBMITTAL: 6/14/2022 COBS M,#4BTOPOTFBONDWALL � / REVISIONS BEAM,TOP OF WALL � WITH CELL(TO PREVENT WATERI INTRUSION) 16"O.C.VERTICAL '4 /v M Ir NO. DATE DESCRIPTION jj /A #5 VERTICAL BARS*, (4)TOTAL AT CONT.#4 BAR AT BOND BEAM, 0i� ,W- 6"x8"x16"CMU BLOCKS(fm=1500psi) m� �� GO COLUMN; FULLY GROUT ALL CELLS o MID HEIGHT OF WALL jr IC X II=� �� G A %� a / _ // / 8"x8"x16"CMU BLOCKS(fm=1500psi) WV IP BRICK FACADEBRICK FACADE CI i BRICK FACADE C *HOOK BARS AND VERTICAL BARS / / �� J �/ /. MAYBE COMBINED TO ONE BAR "- r ' ,/Lim////,/on"immi/////// 4 #5 VERTICAL BARS v4.. M% 0 BRICK FACADE IIE% C *HOOK BARS AND VERTICAL BARS MAY . j____ v 1.IM //,■ m J/ /■ FROM FOOTING E COMBINED TO TO TONTINUOUS OP OF COLUMNS i --t riPallit #3 TIE BARS @ 8"O.C.VERTICALLY N GRADE / /� GRADE �% /o c /%%/ ////// I /\\/\\\/\\,/,\//,\//` %v%\/%\\/%//\/>\/\ GRADE __ ]% i /M GRADE ' % %rA \ i / L �/ PIMMo \ \ 11 iiiii _ ___WWII- 8"x8"x16"CMU BLOCKS(fm=1500psi) a 4 \ 1 4 v - #4 HOOK BARS @ 16"O.C.,TO ��• Jd EXTEND MIN. 2'-0"UP INTO WALL, (3)#4 BARS EACH WAY ° • � d ° • /i�/�A\,\\//j\//4\//j\\��\\//\ 2'-0"x9"CONTINUOUS FOOTING \ 2'0" WITH (2)#4BARS /.\S-BUILT / / y''�///�//�//�///,�//�//\// \�\/ \/\��\\/ (4)#5 HOOK BARS* / 2'-6" / DATE 5/10/2023 AppF10vEco CRAIG LARSON 1 CMU WALL DETAIL 2 DETAIL (3) CMU COLUMN SECTION 92.04 3/4"= 1'-0" 2.0 3/4"= 1'-0" 2. 3/4"= 1'-0" RIVERSIDE AT SCHOLLS ENHANCED FENCING DETAILS FENCING NOTES: MEADOW 1. DETAILS SHOWN PROVIDED BY VISTA STRUCTURAL, REFER TO ROY ROGERS BOUNDARY WALL STRUCTURAL CALCULATIONS REPORT DATED 3/2/22. ��GIN`cFP/ 84963PE $.- *5- 0,.. OREGON 0 :?..0 oh 13, I� I-�83/"- { 3"�4 11" I I I" I I" i l" I I I" I )1" I I l" I 11" I 4'=-{ 3••�8 •'1 -y/C L. `r 10' In curved sections _ _ I I I Radius measured to back face of rough sawn timber rail L___I d, I. A A PI fi 4 A A I I A III ill II /7 'I I I ' II " 11 II " " " " EXPIRES: 12-31-24 Rough sawn Back of rail y 2"chamfer II I I I I I I 11 Face of rail II 11 I I I I o timber rail Rough sawn (Typ•) I o 1 I I I I I I I (Typ.) O4 timber block 12d nail I _ *See details for I I I I I I I t 2"chamfer (TM) (TVA) terminal section posts (Typ.) V.dia.x 8�"carriage bolts Post bolt I I 3/"hole,3'4"deep I I ---) Steel rail(Typ.) w/hex nut&washer(Typ.) /- ' ( 3 " / dia.x 15" /carriage bolt / TOP VIEW gyp') L zz)- / dia.x t& carriage bolts w/hex nut&plate washer It --r- - w/hex nut&washer(Typ.) (TYP•) ^� �� ' r5 5 I^ - - -7' - - ^ - ^'- Imo'1 IO 1 12' ^ 1 00 i O OJ .L '-"�— ^ ^ ^ p p L I r p p L - , F 9'1 1 " \\� Rough sawn Rough sawn timber post TOP VIEW %"dia.x 4" Steel splice - "' (j timber rail ,_. (TYP•) O*See general note 7 I I I I ,�, lag screw(Typ.) plate(Typ.) ry (TYP•) (TYP•) ",,:-., ___ 7 Rough sawn - -^ - - - - ___ - ___ - - -— -__ timber post I w 2'min.-- 1 -� `l v (Typ,) /-Finish grade at face of rail I Finish grade,slope varies �, T \ _ rn _ E 111 Slope varies a 1:10 or flatter Lc) tos% to ,NNI m� STREET ✓ o v e�d,res o 2"chamfer %"holes Paved surface required to face of post 6" 6^� (Typ) 6" i' (TYP•) N U 0 I \ FRONT VIEW SIDE VIEW Ni DETAILS >, `„e, "hole ROUGH SAWN TIMBER RAIL Ocn /�` (TYp-) _ (10'nom.post spacing) o^ '. / O I ! --- -I pp - v / I N v v - - *Varies *Varies p 6" -} 6"-• h 3 �5' I 3 equal spaces=2'-2' I -5 1 3 I { 6 0 5"dia.x l" I 9"nominal1 9"nominal w I deep recess LU I (TYPJ 1 III III III III`vIIII II II I I___ __-- III I I I II II 1 BdckOf-- ^ 11 II IIFace ofrail�Il IrailII I I I IF .') 3 FRONT VIEW SIDE VIEW N 1 12" I I I I cA 4"hole,3'"deep Q GENERAL NOTES FOR ALL DETAILS: ? TOP VIEW TOP VIEW (Typ,) w K. O 1. Site conditions normally require a project specific design. ��1 w See accompanying drawings and project plans for details not shown. v w i Hole Varies-5'nominal -� PACIFIC COMMUNITY UESft�N ce 2. All rough sawn timber components to be shop fabricated,except field trimming,only as shown. Finish ggrade at N face ofrail Post bolt 3. Steel rails,splice plates,bearing plates&plate washers to be shop fabricated. (Normal section) I I I I ��4 p %"dia.x 15"carriage bolt } �''+ ____ N / Rough sawn w/hex nut&plate washer 4. Field cutting of bolts not permitted. 7 sf,, - - ` - P -__= 0 12564 SW Main Street / timber ost (TYPO - - - . _ - - __-_- f P 5. Place a terminal section on approach pproachandtrailingendsofguardrail installations. ° " - - , Tigard, OR 97223 po Raugh sawn / / Terminal section post spacing is nominal. l s. M v timber block P P Install modified connections as shown. 1 ► [T] 503-941-9484 II 3 I I I Steels lice late , , 12d nail 4"dia.x 8/"carriage bolts All concrete shall be commercial grade concrete. (FYN II g II (TYP•) 7 DD / III-.."1 (Typ,) Steel rail w/hex nut&washer(Typ.) R 6. Construct face of rail on alignment as directed.Offset posts to accomodate thickness of io 12 4 (ryp.)holes 6 [F] 503-941 -9485 H (Typ.) \\ H "n _ component(s). N II II j (Itiyil r (( p *Field trim to provide "gap between N 0 0 II II II II t u t o II II II II 7. *O Indicates component number. rough sawn timber rails. N u U �� FRONT VIEW SIDE VIEW See general notes on drg. FRONT VIEW SIDE VIEW \\ PROJECT NO.: 144-001 D %"dia.x 4" Rough sawn �"(Typ.) lag screw(Typ.) timber rail i�� t�i ROUGH SAWN TIMBER BLOCK 0 ROUGH SAWN TIMBER RAIL TYPE: CONSTRUCTION Q (Typ.) n_ 1 I (5'nom.post spacing) o I 1 I I 1 1 I REVIEWED BY: PRE Cc TOP VIEW OREGON DEPARTMENT OF TRANSPORTATION 12 1 OREGON DEPARTMENT OF TRANSPORTATION 2 0 The selection and use of this detail, 0 The selection and use of this detail, m TECHNICAL SERVICES TECHNICAL SERVICES rn -1 while designed in accordance with DETAILS --rr1 I FRONT VIEW SIDE VIEW GENERAL NOTES FOR ALL DETAILS: while designed in accordance with DETAILS p —, generally accepted engineering generally accepted engineering -A principles and practices,is the sole STEEL BACKED DETAIL NO. -P 1. See general notes for all details on drg.no.DETI470. principles and practices,is the sole STEEL BACKED TIMBER GUARDRAIL DETAIL NO. o responsibility of the user and should TIMBER GUARDRAIL ' ROUGH SAWN TIMBER POST 0 responsibility of the user and should (SINGLE RAIL) not be used without consulting a not be used without consulting a -4- (SINGLE RAIL) DET1470 (Normal section") ROUGH SAWN DET1471 ✓ Registered Professional Engineer. GENERAL CONFIGURATION Registered Professional Engineer. TIMBER COMPONENTS 7- 0 a R-1 Riverside Homes Bent steel splice plate sawn B 4-1 Shop bend on curved side only timber post O at beginning and end of curves /Rough (Typ.) Guardrail pay limit Terminal pay limit 1ST SUBMITTAL: 9/13/2021 nYp•1 Shoulder width varies 2' Varies Post bolt(Typ.) `, / Rough sown Steel rail O \ / projectp Guardrail 40 7/z 2 N D SUBMITTAL: 1 / 7/ YP• IIH Steel (See project plans) E (min.) (See plans) type&length steel roil ® 2022 I Osplice plate _ _ 3RD SUBMITTAL: 3/24/2022 g II timber block (10'nom.post spacing) II (Typ.) a m (See project plans) II \ q / II v a w 6 Edge of paved 14' CS'nom-post spocingJ (Typ.! (Typ.) H ;tic 0�� o Edge of paved shldr. 4TH SUBMITTAL: 5/5/2022 shldr.to match (Typ.) �� _ ` - Finish grade o o m 4 face of posts to match face of posts Ed e ofpaved shldr. 1001111YP -� r g p g 5TH SUBMITTAL: 6/14/2022 I I I I p (Slope vanes,2%normal) _ ` A o Extend 70.'I taperIIII Bent steel sp/ice plate � I U JI L U L fSPP !3�a N to normal edge(Typ.) ^_ I Prd I au o *See general 9 pavedsh/dc of YP. 10 ' 4 - * i hi sPn c g o yyIIIF'ff •, - 0 0.. 0.. -.o. o.. 7not O _ 1/Z,* /� Rough sawn timber rail /z . e 32 S a REVISIONS //` „ iv..-1/2- ° aO (Typ m.Past spacing) Depth varies uA v u*ix ' ` R h sown timber roil o c Drainage curb ` Rough -' m (See project plans) ij Norma/edge of paved shldr. B NO. DATE DESCRIPTION 0 (5'nom.post spacing) 3 (Where regd.) q (Typ.) $ c\I o \\ _ _,i2 .,a co SECTION A-A PLAN JN * Field trim the 5'(nom.)rough sawn wood roils to provide 1/2"gap 3 o TOP VIEW o and post bolt clearance S z ou o x o POSTS ON OUTSIDE OF CURVES C a Shoulder width varies E W See grading for Varies o.4 Field trim flush with tangent (See project plans) (See Table) a guardrail terminals IT (See project plans) �a a rough sawn wood roil v v '' c m v a Rough sown timber roil w o - m m Rough sown timber roil f10'nom.post spacing) / O " _ (5'nom.post spacing) O ,/Z% ** 1�/z ** (Typ.) O �� /z gradew sEdge hldr.tomatc a ? - - - - _ _ _ VI Finish grade (Typ.) �� Finish o ° Cross slope W li IT II 11Slope varies,2%normal) (See general note 9� face of posts b O II -,:-,:- .. bl ; --II II il I I I I I I I I I_ II -II II I I T 0:'• :.0.'. -.0... :.0... 3 (See ,3�d W II I II II II II II II II II I I ' t�Z^ n y II II I-I I I _ "- .0..n o0.0o .� ' oo ' o:'� ' 0:'� .o:'� ' o •0 ?Prd/�tP,�j II II II 11 II 11 II II II 11 II II II II II 11 II 11 II II �--- i Bent steel splice plate u \ Steel roil II i u u u u u u u u u u u - * __- Rough sawn (10'nom.postspacing) v • �' Shopbend on curved side onlySteel splice plate H -Depth varies 'h \ �� \ timber block (Typ.! Drainage curb �„ I at beginning and end of curves '�` (T J O (Typ.) (See project plans) g Ground strut on �� i �/' -/1 Steel roil (Typ.) (Typ.)O O (Where regd.) finish grade \e (5'nom.post spacing) °,o - (Typ.) a Rough sawn SECTION B-B ELEVATION " 1 ..:� © °c°N timber post \_' Bent steel splice plate o (Typ.) Oi NOTES: cif& (T 1 O 1.E=2;where shown on plans. TEST LEVEL L(ft) W(ft) AS-BUILT\�/ YP 10 Post bolt(Typ.) 2.Drainage curb alignment same as face ofi "a TOP VIEW guardrail.Modify alignment to match face of 3(>45 mph) 40'-7/2' 4.0 go8 posts at terminal ends only,as shown. DATE 55/10/202 3 ** Field trim the 5'(nom.)rough sawn wood roils to provide I/2"gap • . APPROVED CRAIG LA RS O N POSTS ON INSIDE OF CURVES GENERAL NOTES FOR ALL DETAILS: GENERAL NOTES FOR ALL DETAILS: 1. See appropriate guardrail standard drawing(s)for details not shown. 2. On two way two lane roads,both ends of guardrail runs shall be provided with a terminal. 1.See general notes for all details on drg.no.DET 1400. Paving of widened shldr.to the face of posts on both ends of guardrail runs is required. 3. 1:4 slope or flatter preferable, 1:3 max. 4. Provide terminal from ODOrs QPL.Install according to manufacturer's recommendations. RIVERS! D E Provide shop drawings to engineer. 5. Install fixed object marker on head of every terminal with"W'4 feet or less. 6. This terminal may be used on state highway projects providing a reasonable recovery area exists behind the terminal or can be provided. 0 r OREGON DEPARTMENT OF TRANSPORTATION OREGON DEPARTMENT OF TRANSPORTATION AT S C I-I O L LS The selection and use of this detail, See Highway Design Manual Section 4.6 Design Criteria/Establishment of Variable-Sized Recovery Areas for guidance. The selection and use of this detail, Ill TECHNICAL SERVICESTECHNICAL SERVICES -1 while designed in accordance with DETAILS 7. "W'distance is measured to face of guardrail at end post,exclusive of end piece. while designed in accordance with DETAILS generally accepted engineering - 8. See Std.Dwg.RD701 for drainage curbs,where required. generally accepted engineering NJ 0 principles and practices,is the sole DETAIL NO. u-, 9. Cross slope to match adjacent roadway cross slope(preferred). principles and practices,is the sole DETAIL NO. •p responsibility of the user and should STEEL BACKED TIMBER GUARDRAIL If required,maximum shoulder slope 10%for guardrail widening. responsibility of the user and should NON FLARED ENERGY-ABSORBING MEADOW not be used without consulting a HORIZONTAL CURVES DET1 404 If required,maximum grade break at normal edge of shoulder8% not be used without consulting a TERMINAL DET1425 Registered Professional Engineer. 10.See project plans for details not shown. Registered Professional Engineer. I 84963P �� o O EGON � O ch 13, l' r-83/"- { 3"�4 11" I II" 11" il" I 11" I 11" I 11" I II' I 4={ 3"�8'"� •9/C L. `14 10' In curved sections _ _ I I Radius measured to back face of rough sawn timber rail L___1 ,li il, A 4 A fi i I dl PI 4 III ,4 L 11 I' ' I II II II II I II II EXPIRES: 12-31-24 Rough sawn Back of rail y 2"chamfer II I I I I I I II Face of rail II I 11 I I III o timber rail Rough sawn (Typ.) I o I I I I I I I I (Typ.) O4 timber block 12d nail I - *See details for I 1 I 1 1 I I I 2"chamfer (TYP•) (TM) terminal section posts (Typ.) %/"dia.x 81"carriage bolts Post bolt I I 3/"hole,3'/�"deep I I -__) Steel rail(Typ.) w/hex nut&washer(Typ.) /- _i 3 " / dia.x 15"carriage bolt / TOP VIEW GYP') L _ - / dia.x t& carriage bolts w/hex nut&plate washer w/hex nut&washer(Typ.) (TYP•) ^, 00 i 1 r-1-00 ^ 0 I p - i 12' -- 1 OO i OOJ -....„-sz-- pp T O L 1• t 9'-11'4" -{ I v Rough sawn Rough sawn timber post TOP VIEW s/"dia.x 4" Steels lice O2 timber rail :- (Typ•) O*See general note 7 I I I I ,, lag screw(Typ.) plate(Typ.) ry (TYP•) (TM) n,, 7 Rough sawn - -^ - - - - -�- - -�- - - -- timber post ,° 2'min.-1 o (Typ.) Finish grade at face of rail Finish grade,slope varies �, �♦ %1 - E Slope varies U 1:10 or flatter s% m STREET V - P�"'/tey, 0 2"chamfer %"holes Paved surface required to face of post n, 6" 61 (Typ.) 6" � ,� (TVA) 0 0 0 I N FRONT VIEW SIDE VIEW o 2 N1 DETAILS o Cr,`e "hole ROUGH SAWN TIMBER RAIL -I-a z , (TYP) _ (10'nom.post spacing) O p v v 1\ I N v y - 1- *Varies *Varies p 6" -}�6" +{ h 3 5"- I 3 equal spaces=2'-2' I 51 3 F { v 5"dia.x 1" I 9"nominal1 I 9"nominal deep recess W M I (TYPJ III III III �r 111 III S v II II 1 II 11� oft I I I I 7 I Back N I I I I I IlFace of rail II I rail I is 3 FRONT VIEW SIDE VIEW N 1 1 I I ?� I I 1 1 II II II II 0 12" I I I I J %"hole,3'4"deep GENERAL NOTES FOR ALL DETAILS: n TOP VIEW TOP VIEW (Typ.) w :r\.....0 1. Site conditions normally require a project specific design. w ......1 ill i 1 I See accompanying drawings and project plans for details not shown. t , w t \ ,"hole 'Varies-5'nominal -1 PACIFIC COMMUNITY DESIGN 2. All rough sawn timber components to be shop fabricated,except field trimming,only as shown. Finish grade at n face of rail Post bolt 3. Steel rails,splice plates,bearing plates&plate washers to be shop fabricated. (Normal section) I I I I I �� O %"dia.x 15"carriage bolt } ^•, p / Rough sawn w/hex nut&plate washer 4. Field cutting of bolts not permitted. 7 ,, - - ` - P - ==} 0 1 2564 S W Main Street '- / timberpost (TYPJ ___ - - - - - - - _--_- f 5. Place a terminal section on approach pproachandtrailingendsofguardrail installations. ° " - Tigard, OR 97223 S Rough sawn / Terminal section post spacing is nominal. <I. M v timber blockspliceplateInstall modified connections as shown. I 1 �� [T] 503-941 -9484 II 34" 1 II Steel , , , 12d nail dia.x 8/"carriage bolts All concrete shall be commercial grade concrete. (TYP•! IIg II (TYP•) 4•• %"holes 6" N 00 / (TYPJ Steel rail \ w/hex nut&washer(Typ.) / n \ 6. Construct face of rail on alignment as directed.Offset posts to accomodate thickness of io 2" (Typ! [F] 503-941 -9485 _ H gyp) \\ component(s). ^ U UUU 8i 0 Q2 0 0 I 0 00 0 L II II II II II II II II *Field trim to provide�"gap between N ll t u LI V- 1S 7. *O Indicates component number. FRONT VIEW SIDE VIEW Seeghneral on FRONT VIEW SIDE VIEW See general notes on drg.no.DET1470 II PROJECT NO.: 144-001 %"dia.x 4" Rough sawn 11 "(Typ.) lag screw(Typ.) timber rail J4JHH �i ROUGH SAWN TIMBER BLOCK 0 ROUGH SAWN TIMBER RAIL TYPE: CONSTRUCTION Q (TYPCo .) I (5'nom.post spacing) N !_ i REVIEWED BY: PRE a TOP VIEW CL OREGON DEPARTMENT OF TRANSPORTATION 2 OREGON DEPARTMENT OF TRANSPORTATION 1 3 The selection and use of this detail, The selection and use of this detail, O m TECHNICAL SERVICES m TECHNICAL SERVICES rn -I while designed in accordance with DETAILS -I FRONT VIEW SIDE VIEW GENERAL NOTES FOR ALL DETAILS: while designed in accordance with DETAILS - generally accepted engineering - generally accepted engineering principles and practices,is the sole STEEL BACKED DETAIL NO. -P 1. See general notes for all details on drg.no.DET1470. principles and practices,is the sole STEEL BACKED TIMBER GUARDRAIL DETAIL NO. o --.1 --.1responsibility of the user and should TIMBER GUARDRAIL �' ROUGH SAWN TIMBER POST 0 responsibility of the user and should (SINGLE RAIL) not be used without consulting a not be used without consulting a ✓ Registered Professional without Engineer. (SINGLE RAIL) DET1470 (Normal section*) Registered Professional Engineer. ROUGH SAWN DET1471 GENERAL CONFIGURATION TIMBER COMPONENTS 0 5- D2 . 05 z JL 1 , J , , J) SW JEAN LOUISE ROAD -• r r , r . r \ r 0 w. a w > Z_ J M 2 I- = a a a — 0 o n E Zs. N - d - i.....,___I ZL T N > Q - U N N Cv 3 N _, •` . R-1 Riverside Homes .1 0 SW GRAND ST LU r__.1 r__.1 cc > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN-4 STORM NOTES: SEE SHEET 306 11 J tit b i, o I 20 1 INSTALL STORM MANHOLE PER CWS NO. 010, ® of I . SDMH SHEET D3.01. 7 v I 1 C SDCI O — — z I__� 1 1 D.1 TRACT A 22 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS M • DWG NO. 330, SHEET D3.02. SEE TABLE THIS AS-BUILT N II_ o \ 3A SDMH SHEET FOR INLET INFORMATION. DATE 5/10/2023 Z W SW GRAND STREET SDLN-2 if'dA �/ ` \ 1D J W W 13+00 w 4 ` 1 8.00' SDMH 21 APPROVED CRAIG CARBON I b Zwo • PUE, TYP. 1E A w 0 INLET DATA: LA -41.111 - -- fir_ NI SEE�SHEET 31 0 ifr \\ �``� O SDMH / / wN —`,_ M SDCI 1 D.1 RIVERSIDE ® 1A SEE SHEET 31 / `' �D�N 7 I- 3A 14+19.54, 15.50' L SDMH ® / / Z W (GRAND STREET) 1B �� 3B44 S*OoU? J RIM/TC = 263.36 AT SCHOLLS TRACT H SEf.ST(EET 31 ` 10" IE OUT = 258.05 257.1 1 SDCI TRACT G .\ l/1 w 10.32 LF (PVC) MEADOW W CAS=0.31990.1938 EE SHEET 311 3B SDCI 1D.2 SDLN-1 - PLAN 14+19.97, 15.55' R (GRAND STREET) SCALE: 1" = 40' RIM/TC = 263.04 10" IE OUT = 258.04 20.74 LF (PVC) C 5=0.1587 0.1369 280 280 � F,�GINFWG_ � 84963P u4 OREGON co FINISH GRADE C� �ch 13' ti� S—ORMLINE CENTER I 270 q/c L . `P ' 270 8" WT/12" SD_ 15.76 LF 18" (PVC) 3.12' CLR ® S=-0.0058 EXISTING GRADE STORMLINE CENTER EXPIRES: 12-31-24 - - -\- - - - I ---1-77 260 — 260 • _ — — 1 — 103.16 LF 18" (PVC) _1SDLN - 1 S=0.0050 250 , — 250 PLAN AND PROFILE U ` Z a SEE SHEET 31 50.26 LF 18" (PVC) w o " o co N C1 . I- 0 •0 c' . Lfn N 240 N C„ II . G O� W W 3 I N N O N 240 p 0�0 Z W Z_ e- Z v Z V1 co LC') 0 + I Z O T0 ~ NI v, CO N •M Lf� ~ 9 N 1 Q E Q N W W 0O O. li 4 4 III— co �O N • • N- 0 N 0 N E co co N. N N N H N LP> � II I II cn II UI+ N CV Z_ Z Z = + C- Z Z Z rr + O v + ,p O LLJ 230 = 7 . 11 I Lt.1 - w N 230 w � N N W W W W N to ~ LD 1 — ' o 9INO IN -- oo00 00 O) N tn u-, - Z N N SCALE CLASS 'B' GRANULAR BACKFILL BEDDING - 40 0 20 40 PACIFIC COMMUNITY DESIGN 220 220 _—_—_�_ 0+25 1 +00 2+00 3+00 3+50 1 c 40 FEE 12564 SW Main Street c, 7) Tigard, OR 97223 SDLN-1 - PROFILE [T] 503-941 -9484 N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' [F] 503-941 -9485 z 0 U) v> PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 2 P_ 0 0. 0 0 v 7 a 4301 301 SW JEAN LOUISE ROAD . / . r . r . / 0 u Lu 4 > Z , � - W W to a I- < > a - _ = o L ^ z o H - z P c z ^ d • a � N- - U 3 �� Riverside Homes �� 3 3c, R I SW GRAND ST w w 1 1 l l o O O ie 1ST SUBMITTAL: 9/13/2021 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 SDLN-5 SDLN-6 5TH SUBMITTAL: 6/14/2022 SEE SHEET 307 SEE SHEET 308 1 - I 1 11 " I I REVISIONS I SL tSDMH I I I 49 NO. DATE DESCRIPTION 21 '-., j Oa SDMH SDMH SDMH I , I 8.00' SDMH J w ) 1 1 F 34 1 G 1 H 35 11 1 ® 1 48 PUE, TYP. 1 J SDLN-1 _ _ Q C 1 - 1 1 1 J > l � 0 SEE SHEET 303 Z - i - - 3 it - - `'`_ - -�' 7_ 1� GENERAL NOTES: _ - i m � � 0M `^ I ,' \ I � , �1� 1 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. �- I- 3 --;: Q N ; SW GRAND , W � 16+00 17+00 8+00 • 19+00 STREET 20+11 - SDLN-1 20-75 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE J W , To SD 4 0 1 - I 1 SD I 5+00 SD SD h+I 0 I SD ~ 7+0.0 I SD I SD 8+I D SD ? NOTED. CI I l/1 - ® W W W- W w - W W® W W W W N o = - a1 W _, - - - 1.1_I - ° I r - \ - - _ - - - -, p I /' _ _ - - - - c'+ v~i N TRACTG� ® 1 -n 3C - --- - -- - 3D - - --�1 ® j ,�_, - _ _ � _1 1 o ® -� STORM NOTES: TRACT F I TRACT E m \ 13 SDCI-� SDCI SDCI SDMH 1 INSTALL STORM MANHOLE PER CWS NO. 010, 1 . 1G.1 1H.1 I I 1 J.1 1K _ �� SHEET D3.01. 3A I 3B 3E 3F 3H \ 31 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS /.\3-BtJIL_.."l SDCI SDCI SDCI SDCI 1 F.1 1 F.2 SDCI - SDCI SHEET FOR INLET INFORMATION. 11.1 11.2 1K.1 1K.2 DATE 5/10/2023 AppFIOvED CRAIG LARSON INLET DATA: SDLN-1 - PLAN SCALE: 1" = 40' 3A SDCI 1F.1 3D SDCI 1H.1 II SDCI 1J.1 RIVERSIDE 9+80.87, 19.50' L 18+01.23, 15.50' R 19+99.62, 15.49' R (SABRINA) (GRAND STREET) (GRAND STREET) RIM/TC = 264.64 RIM/TC = 267.76 RIM/TC = 265.71 AT S C H O L LS 12 IE IN = 257.25 10" IE OUT = 262.73262.2 10" IE OUT = 260.10 39.00 LF (PVC) 12.85 LF (PVC) 12.66 LF (PVC) MEADOW @S=0.0476 @S e.29010.2864 @S=0.1265 12" IE OUT = 257.05 50.06 LF (PVC) ® SDCI 11.1 ® SDCI 1K.1 280 280 @S=0.0217 9+79.50, 15.50' L 9+79.50, 15.50' L FINISH GRADE @ (172ND AVE) (171ST AVE) 93.56 LF 18" (PVC) STORMLINE CENTER 44.30 LF 18" (PVC) 3B SDCI 1F.2 RIM/TC = 266.14 RIM/TC = 263.90 @ S=0.0050 39.96 LF 18" (PVC) @ S=0.0050 9+80.87, 19.50' R 12 IE IN = 258.99 12 IE IN = 259.81 8" WT/12" SD @ S=0.0050 EXISTING GRADE @76.84 LF 12" (PVC) (SABRINA) 31.00 LF (PVC) 31.00 LF (PVC) STORMLINE CENTER @ S=0.0050 5.94' CLR RIM/TC = 2(f.62 259.0 @S=0.0200 @S=0.0200 - - - ___ ___ _ 8" WT/12" SD - 270 270 12" IE OUT = 259.11 12" IE OUT = 258.79 12" IE OUT = 259.61 t�� /1� 4.49' CLR - - , - 39.00 LF (PVC) 49.12 LF (PVC) 49.12 LF (PVC) ��V�� PROF / @5=0.0476 @5=0.0215 @5=0.0109 4' 8[ ° 7 _,.4963 E4 3C SDCI 1G.1 ® SDCI 11.2 ® SDCI 1K.2 153.16 LF 12" (PVC) 16+59.76, 15.50' R 9+79.50, 15.50' R 9+79.50, 15.50' R 5 260 149.7C�4S 0 050PVC) - 260 (GRAND STREET) (172ND AVE) (171ST AVE) o c�RE30 9%) LF 18" @ S=0.0050 RIM/TC 267.56 RIM/TC 266.18 RIM/TC 263.84 �,9/ - - 10" IE OUT = 262.44-261.9 12" IE OUT = 259.61 12" IE OUT = 260.43 G' L. LP' 13.58 LF (PVC) 31.00 LF (PVC) 31.00 LF (PVC) / @5=0.3146 0.2747 @5=0.0200 @5=0.0200 EXPIRES: 12-31-24 250 ce R 250 in O 3 £ Z N M 00 M 0 M rn M N ce .� O�w LnI, N N O J w ,. O z z Ln `- `- O Z v) _ V' W N N N N N M Q M J 00 J N in In Ln II O O • M Q W J Z zo •0 O Q - 0• •00 F- cop N N N W ... in Ln L00 O O .0 � � M Q � N co 00 � � O - � l1lM II II II Q \pW M OO CON O SDLN - 1 M ~ .p O' O' F- O N Ln W Ln a0 Q + Z •Z Z Q • 0-' 0, Ln Ln II O N. O� O� N 240 W N Ln Li"; Ln N W M •p co N N N II Q 'p (O - + I- N N j N > Ln Tv' II 24O � N. LnLnLn II � �• � LnLn II o � Ln u F° mac , - - W (Do + LnZZ + aso � NN = PLAN AND PROFILE II II _ _ _ _ O + ul - - - _ Lri Z Z Li- 7- N O .p Z Z Z = C7 L+ N N Z Z = •_- 0+0 Q a` Z Z Q L~!1 L~/1 Q' .N- = N Z I, N W W W = O N 00 N W W O - � Q + .p - - - O - .0Q + .p - - O = ` “ ,-, L, W W � Qg Q � - - - � Q � Q II - - - = II Q �' N W W W W = II Q Ili N W W W Q c Q - - Ln Ln C7 Ln LY ,- O ,- Q F- ,- I- - N cV fV E � Q d' Q � - - - - � Q 0' Q " _ - - Q F- 0 F- 0o b 00 vn v) .... vn ce ,- ,- a Q F- j F- 00 cV N oo Q F- L F- 00 b 00 tA N in 0_ cN to vi LAce ,- ,- v, N vI 0 2301 CLASS 'B' GRANULAR BACKFILL Et BEDDING -] 230 3+50 4+00 5+00 6+00 7+00 8+00 9+00 0 T o UJ SDLN-1 - PROFILE Lu HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' U) 0) 3 i I:1) 37 IF SCALE i 0 40 0 20 40 (41) PACIFIC COMMUNITY DESIGN 0 0 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 0 [T] 503-941-9484 [F] 503-941 -9485 4) r U) PROJECT NO.: 144-001 -9 TYPE: CONSTRUCTION N REVIEWED BY: PRE 0) 3 2 0 0 0 0 0 v v ,_ '7 302 Z SW JEAN LOUISE ROAD 0 .w a w > �_ _ Ni = = a a a o z ^ z o F z `^ - m N -N -_ u • 3 a NL., RA Riverside Homes I SW GRAND ST w > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 SDLN-1 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 SEE SHEET 302 o 50 51 52 53 54 55 I REVISIONS SDCI SDMH SDMH SDCI M NO. DATE DESCRIPTION I [0_ , i 1L.1 1L � . 1M 1M.1 I� I ., `` a l 3A 1 © II m • 1■_I ■EMI■IMI■IkW1■��MI�I MIME Aim■► 1■m► I=■I►NEMI■��=■_m�■AUr i. 10+fie _ �Lf11 1i !9! SDLN-1 �I��II`.�.7 ��I M I sb I N +�� III M I 0+00 M M +.d m+:.,: L' Iil ,loomsti ��1 1 I I ',m■ ■ ! j P. • SW 171ST AVENUE ■iu�■�� z - ,- GENERAL NOTES: --� V �' 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 1-r r STORM LATERAL TABLE 64 3B I 3D I 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE SDCI I i PUE, TYP. SDCI I I II II LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL NOTED. • 1 L.2 I 65I 1 M.2 I I 63 62 61 60 59 58 57 56 I LOT 49 SDMH 1L 37.09' 3.56% 261.705 PVC LOT 50 9+68.27 (SDLN-1) 38.01' 3.12% 261.9 PVC STORM NOTES: SDLN-7 38. 7' 2.00% 261. 51 AS-BUILT LOT 51 9+80.27 (SDLN-1) 38.37' 2.72%2% 261.8 PVC l I INSTALL STORM MANHOLE PER CWS NO. 010, SEE SHEET 309 37.00' 2.00% 261.537 SHEET D3.01. DATE 5/10/2023 LOT 52 10+34.27 (SDLN-1) 37.00' 2.00% 261.922 PVC APPROVED CRAIG LARSON SDLN-1 - PLAN 2 INSTALL 4" PVC STORM SEWER LATERAL ® LOT 53 10+46.27 (SDLN-1) 37.00' 2.00% 262.007 PVC S=0.0200 MIN. PER CWS DWG NO. 520, SHEET SCALE: 1" = 40' . LOT 54 11+00.27 (SDLN 1) 38.05' D3.03. SEE TABLE THIS SHEET FOR LATERAL 2.00% 262.392 PVC 37.00' INFORMATION. LOT 55 11+12.27 (SDLN-1) 38'23 2.00% 262.477 PVC 37.00' 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS RIVERSIDE SHEET FOR INLET INFORMATION. AT SCHOLLS MEADOW INLET DATA: 3A SDCI 1L.1 3C SDCI 1M.1 10+69.18, 15.50' L 12+91.72, 16.21' L (171ST AVE) (171ST AVE) RIM/TC = 267.80 RIM/TC = 266.84 10" IE OUT = 262.97 10" IE OUT = 262.11 31.33 LF (PVC) 20.34 LF (PVC) ,((* PROFS @5=0.0200 CAS=0.0200 F, F,f, 7 84963PE 280 280 3B SDCI 1L.2 3D SDCI 1M.2 10+73.71, 15.50' R 12+91.01, 15.50' R EXISTING GRADE @ I 0 OREGON FINISH GRADE ® (171ST AVE) (171ST AVE) 00 ST E CENTER STORMLINE CENTER RIM/TC = 268.14 RIM/TC = 266.86 C,j 6 113. 0" SD/12" SD I 10 IE IN = 262.34 10" IE OUT = 262.00 q/G LPG' 2.23' CLR 31.33 LF (PVC) 13.86 LF (PVC) EXPIRES: 12-31-24 270 _ ii _ _ _Tl93.OBJl2 (PVCT - 270CAS=0.0200 CAS=o.0216 22.12 LF (PVC) , A @ S=0.0071 I CAS=0.0200 260 1 ■ - ' - 260 66.95LF12" (PVC) SDLN - 1 @ S=0..0050 4" PROPOSED - STORM LATERAL'TYP. PLAN AND PROFILE U . c F E co 250 o Z Z CDf Z (,1 Fe 7 250 aN v 0 0 In .p N °i O 0 ? Oo O N IT N N N .00 fV M O O No Led w N N N 11 CT, > N `O N N N N ~ 0 II O 0 NI N Z + Q M 0 z z II z O+Ya -_") ZZ - - Z - L[') ��- Lfl p^ NCNN I O + - - Q NJW V = IVl I w w w w sZZ O>, = Vl W W w a II w N .o 240 o 1- � 1- � a d - N � � � � � - - i7 '', QWww 240� ,-0I- H - 00 iNl cq h CLASS 'B' GRANULAR BACKFILL Et BEDDING 1 w 235 � 235 N 8+25 9+00 I 10+00 11 +00 11 +50 a a SDLN-1 - PROFILE SCALE0 FL4 Di,,ir o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 40 0 20 40 PACIFIC COMMUNITY DESIGN 0 <2 0 1 INCH = 40 FEET 12564 SW Main Street cn Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE C P_ 0 0 0 0 4 v 7 303 a Z L l \ , \ / \ / \ / SW JEAN LOUISE ROAD r S. . • r ' r 0 ILu a > w - > �_ _1 > w ,, = a > > - 1I F z o F = oo z N _ III •3 '- -_,? - N ` . RA Riverside Homes N s i SW GRAND ST w LD 1 1 �� 0 >- - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: SDLN-3 SDLN-4 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 1 2 3 SEE SHEET 305 SEE SHEET 306 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE IN I l ry, NOTED. TYP. SDCI - ^ --I 2C.1 _ o 2 3 > I SDCI 11 SDMH SDMH I - N - 3C ) a ��^ Q l 10 2A.1 8.00' 1C 4A As-BUILT - - - ° `_ PUE, TYP. '* 3 o 0 I ' I ` � - 3A 1 1 J m STORM NOTES: M I a DATE 5/10/2023 1 �/ o `I � - - - - - 1 - - - - m °" _ �� Z W 1 INSTALL STORM MANHOLE PER CWS NO. 010, APFROVI� CRAIG LARSON �' W SHEET D3.01. \:. I00 o- _- ss •s11+00 U SW GRAND STREET � �,. I o 0 = I +4 o I �2+OD .�\ STORM LATERAL TABLE 1C INSTALL FLAT TOP STORM MANHOLE PER is 4,tP' 2+00 13+00 SDLN 2 �� oo . 3 -imiNa I -� ` W CWS DWG NO. 050, SHEET D3.01. '\ c/� LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL 2 INSTALL 4" PVC STORM SEWER LATERAL LATERAL ®_ _ _ - SDLN-9RIVERSIDE 1C LOT 1 4+41.94 (SDLN-2) 37.00' 2.00% 257.548 PVC S=0.0200 MIN. PER CWS DWG NO. 520, SHEET 1C 3D 1C TRACT H 3B - i a SEE SHEET 31 1 D3.03. SEE TABLE THIS SHEET FOR LATERAL SDMH SDCI SDMH SDMH SDCI 1C - LOT 2 4+15.44 (SDLN-2) 38.31' 2.00% 257.397 PVC INFORMATION. AT SCHOLLS I 2D 2C.2 2C 2B 2A.2 SDMH 37.00' I 2A LOT 3 4+02.44 (SDLN-2) 37.00' 2.00% 257.323 PVC 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS MEADOW i DWG NO. 330, SHEET D3.02. SEE TABLE THIS -1 I SHEET FOR INLET INFORMATION. SDLN-2 - PLAN SCALE: 1" = 40' INLET DATA: 0,D PROFF s. / F,�GINF�G 8493P 3A SDCI 2A.1 3C SDCI 2C.1 12+16.67, 15.50' L 10+87.96, 15.50' L o OREGON T (GRAND STREET) (GRAND STREET) ch 13, `0 , RIM/TC = 260.51 RIM/TC = 260.15 c, 10" IE OUT = 256.05 10" IE OUT = 256.48 q/G `P 270 270 20.31 LF (C900) 18.53 LF (DI) EXPIRES: 12-31-24 71.52 LF 12" (PVC C900) 4" PROPOSED ® S=0.0041 FINISH GRADE @ EXISTING GRADE @ @5=0.0273 @5=0.0200 STORM LATERAL 8" PROPOSED WATER STORMLINE CENTER �} 8 LF 1 " (PVC C900) STORMLINE CENTER 3B SDCI 2A.2 3D SDCI 2C.2 S=0.0050 11+84.84, 15.52' R 10+78.91, 15.50' R 260 - - i 260 (GRAND STREET) (GRAND STREET) _ _ - RIM/TC = 260.26 RIM/TC = 259.54 10" IE OUT = 255.77 10" IE OUT = 256.36 1 I _ 23.57 LF (C900) 16.05 LF (DI) SDLN -2 65.85 LF 12" (PVC C900) @5=0.0116 @5=0.0161 -@ S-0.0057 - _80 80/ 2"SD 167.74 LF 12" (PVC C900) 250 @ S=0.0054 250 PLAN AND PROFILE N U 0 O z N M 7, = F- N .n N _ w.. N 1,- K J W _ tn w z j' w rm ,_ � ON N O J > �,Z M 00 z �z N Q .p c- N `. Ln V' M II M CI 0, N • J N • J Z M W z " N ch d N v~i I� .0 1- 2 H v rn O u'i = M I 0 N N • = Cr) 0 M O O D Lc' p N N 1 c•1 O + Nr O; _ w . to W n N Ln Ln Ln I- _ ON 240 1-- Oz 4 NO 9Woe '0 ° ° ° N NrnLcI .0 LnLn N 0 � w � - u, LnLnN Ww O . . r.t 240 6 1- II Q II II I- • H N N N H _ ,.n I_n u N . 0C n r, in i.n II Q Q ce Q - CL CO N II II II z d M v., 0.; •0 N N CL O I- I • N N N N f- O I- O• a N N N H o LJ- L, - Ln � - I � Z riNwww 0w O0 + rn Z ri Lnzz ONp ozzz0 t� Mo o � zzz n Q II _ _ _ - iI Q II Nww w � z N NW ww w U + - - < < Q - - - - QQg Q - - - I 1- II Q II a - - - - 2 7 Nwww w 0 Jt l.� iV O O J � H - iV N N Q Q ct Q 2 - ' - - � Q cc Q II 0 L� v� in lD J I- O O Co W �n to o_' L� vi vi 0 t~n s_ Lnn 0C i� ILU 230 I- CLASS 'B' GRANULAR BACKFILL Et BEDDING 1 230 a 5+00 4+00 3+00 2+00 1 +00 0+55 SCALE 17.1100--,111qD z 40 0 20 40 PACIFIC COMMUNITY DESIGN J m mSDLN-2 - PROFILE 1 INCH = 40 FEET (il 12564 SW Main Street co Tigard, OR 97223 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' [T] 503 941 9484 v v N [F] 503-941 -9485 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 0 o REVIEWED BY: PRE a P_ 0 0 0 0 v v 7 304 2 I JL , 1 , , J) SW JEAN LOUISE ROAD r , . . r , r 0 w a > �� w > w w M Q = Q a a — Z _ o 1- '�� ^ _,- Z_ CI F- K Q n U _ V i< R-1 Riverside Homes X X — �� SW GRAND ST w o 1 1 ' t >- - ,, 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 SDLN-2 4 5 4TH SUBMITTAL: 5/5/2022 SEE SHEET 304 5TH SUBMITTAL: 6/14/2022 SDMH REVISIONS I SDCI TYP. 3B a , . i 3A.1 3 2 1� l 3A �-� 1 - NO. DATE DESCRIPTION Ln 1C 6 aaa^ v C , 1;., SDMH n> � ' I — SW 175TH AVE = — 1�' 2C 0' :: -- SS 3 ASS T SS • G, +1 1 , _ _ _ > I I SD I LSD I TRACT H o & w w ,7-nn I i1 \ o'fm '" SDLN-34 '/ x �N � a „e m I-\Q N2 F 8.00' I 1C 3B 1C FUE, TYP. GENERAL NOTES: SDLN-2 i SDMH SDCI SDMH TYP. 2B 3A.2 3A 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. SEE SHEET 304 / / 10 9 8 7 6 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE / o NOTED. / 1 STORM LATERAL TABLE STORM NOTES: AS-BUILT DATE 5/10/2023 LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL 1 INSTALL STORM MANHOLE PER CWS NO. 010, APPROVED CRAIG CARBON SDLN-3 - PLAN - SHEET D3.01. SCALE: 1" = 40' LOT 4 2+47.00 (SDLN-3) 37.00' 2.00% 257.728 PVC - - 1C INSTALL FLAT TOP STORM MANHOLE PER LOT 5 2+59.00 (SDLN-3) 37.00' 2.00% 257.788 PVC CWS DWG NO. 050, SHEET D3.01. LOT 6 SDMH - 3B 31.10' 2.00% 257.180 PVC 2 INSTALL 4" PVC STORM SEWER LATERAL @ RIVERSIDE S=0.0200 MIN. PER CWS DWG NO. 520, SHEET LOT 7 2+44.00 (SDLN-3) 31.00' 2.00% 257.593 PVC D3.03. SEE TABLE THIS SHEET FOR LATERAL AT SC H O LLS INFORMATION. LOT 8 1+99.00 (SDLN-3) 31.00' 2.00% 257.368 PVC - - 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS MEADOW LOT 9 1+87.00 (SDLN-3) 31.00' 2.00% 257.308 PVC DWG NO. 330, SHEET D3.02. SEE TABLE THIS - SHEET FOR INLET INFORMATION. LOT 10 1+60.00 (SDLN-3) 31.00' 2.00% 257.173 PVC INLET DATA: , D PRO/2- , is. F,�GINFWG_ 84963P 3A SDCI3A.1 270 -34.68 LF 12" (PVC C900) FINI!iH GRADE ® EXISTING GRADE @ 270 3+79.34, 15.90' R o OREGON ® S=0.0050 / STORMLINE CENTER T STIDRMLINE CENTER c 13' �O 129.93 LF 12" (PVC C900) R175TH 1M TC AVE) 260.39 h 7/_/_@_s=oconcr\ 8" PROP SED 10" IE OUT = 256.48 �/� L . `P ' WATER 19.14 LF (C900) EXPIRES: 12-31-24 260 — — 260 @s=o.o200 4" PROPOSED 3B SDCI 3A.2 "E-12-----L-N STORM LATERAL, � ----4" PROPOSED 5, 15.75' L TYP. I I SANITARY LATERAL, (175TH AVE) 250 8" PROPOSED TYP. 250 RIM/TC = 260.33 M 10" IE OUT = 256.35 r, i SANITARY o v 13.05 LF (C900) SDLN -3 O J g `v M N N Ir,r`l M ri Ln co - @S=o.0200 � � � Ln • PLAN AND PROFILE p M w O �n �n N a O ' Z 3-- - c) W - N Lr lV 240 0 `+ 000zz ?� M Cil 000 �00 N = ° NZW 240 �— � 111 — O e`•1 CO U-I Lsci �f1 If N = n L~ II II Lu 1- II Q II N W W W N M > ,i c) N N N �L Q Q - - Q. -�- N II II II 0 I- - '.cV J < 1 ‹ - - - D a M O Z Z Z Ln V1 � Ln 2 d" '- l7 + _ + q) — O .- MI V1 In Q' I- 7 f'I'I"� I I T W W W W N a 230 230 0+75 1 +00 2+00 3+00 3+50 a 2 Co w w a 0 i D SDLN-3 - PROFILE :!... SCALE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 40 0 20 40 PACIFIC COMMUNITY DESIGN 5 0 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 0 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION a REVIEWED BY: PRE cp P_ a 0. 0 0 v i 0 305 a 2 SW JEAN LOUISE ROAD - - r • r • r '\ E w a t - > '�_ _1 _ > w - w M a a a _ (31_ '�� ^ Z • 2 �- - Z h w Z N - N SDLN-2 v' T i L, -I Riverside Homes SEE SHEET 304 SW GRANDST .� �� la. 1. N 1ST SUBMITTAL: 9/13/2021 1 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 TRACT H ' 0 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5 11 12 13 14 15 5TH SUBMITTAL: 6/14/2022 VI SDMH rrn79 n SDMH SDMH SDMH REVISIONS hl 1A 0 4A.1 TYP. 4B 4B.1 _ SEE SHEET 311 - I 3A 2 1 3C m :,el v .I�, l� - _ NO. DATE DESCRIPTION as J a as Qaaaa:J I ^' /°° 7 SW 174TH LOOP 'o `" n x W SDMH I.A,� o 1 B ss -t+80 ss 0. 11+00 O I ..♦ SEES HEFT 311li. , ► _ SD 2+1C 1_ I I '�;Q li o0 1 77J VVV LLLIIIi/// FFF ��' ��1 D 1 SD- 1 h it4i.i' iI r� ��°'. m - ';_7-;+ coo-..'. / �.. � a a° ip 3B 1 2 8 00' 3D GENERAL NOTES: s� s��^,` �� SDMH SDMH TYP. PUE TYP. SDMH 11 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. /y� J 1 4A°2 4A 46.2 �� SDMH 20 19 18 17 16 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE J��7 1 C NOTED. STORM NOTES: I AS-BUILT 2023 -_ I 1 INSTALL STORM MANHOLE PER CWS NO. 010, DATE 5/10/CRAI APPROVED CRAIG LARSON SHEET D3.01. SDLN-4 - PLAN 2 INSTALL 4" PVC STORM SEWER LATERAL ® SCALE: 1" = 40' S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.03. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. RIVERSIDE 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. AT S C H O L LS STORM LATERAL TABLE MEADOW LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL INLET DATA: LOT 11 1+59.63 (SDLN-4) 37.00' 8.87% 258.3 PVC 9°67% 258°573 • LOT 12 1+93.07 (SDLN-4) 37.00' 9.47% 258.717 PVC 3A SDCI 4A.1 3C SDCI 46.1 LOT 13 2+05.57 (SDLN-4) 37.00' 2.00% 256.035 PVC 11+19.59, 15.75' L 12+79.24, 15.50' L (174TH LOOP) (174TH LOOP) LOT 14 2+59.57 (SDLN-4) 37.00' 2.00% 256.390 PVC RIM/TC = 262.56 RIM/TC = 261.45 �sa PROFE 10"-IE OUT = 257.56 10"-IE OUT = 256.59 �5 ,G1NF��, LOT 15 SDMH - 4B 37.01' 3.55% 257.315 PVC 18.76 LF (PVC) 29.57 LF (PVC) 84963PE �! 270 270 CAS-0.1365 CAS-0.0374 136.85 LF 12" (PVC) LOT 16 SDMH - 4B 31.01' 2.00% 256.367 PVC % - L 35.35 LF 12" (PVC) SDCI 4A.2 SDCI 4B.2 o OREGON C� S=0.0066 3B 3D p C� 5=0.0051 - 11+13.23, 15.50' R 12+79.31, 15.50' R ch `L EXISTING GRADE C LOT 17 :::: : :: 4) :: : ' 200% ::: :: PVC (174TH LOOP) (174TH LOOP) q/- - -FIN-SI RARE 0_ - - - - LOT 18 -4) ' 2.00% PVC RIM/TC = 262.31 RIM/TC = 261.45 260 - - - - - - - 260 10" IE OUT = 257°50 10" IE OUT = 256.59 o , T STORMLINE CENTER EXPIRES: 12-31-24 LOT 19 1+90.07 (SDLN-4) 31.00' 12.04% 258.926 PVC 13.90 LF (PVC) 26.30 LF (PVC) CS=0.1798 CAS=O°0421 �� LOT 20 1+57.07 (SDLN-4) 31.00' 2.00% 255.596 PVC 4" SS/12" SD 250 L 8""WT/12" SD 0.84' CLR 250 3.11' CLR 4" PROPOSED J SANITARYLATERAL, SDLN -4 ono ± z_ � TYP. o w I CD• PLAN AND PROFILE Lf7 0 N N N ‹) _� V' O J W - Z Z o1w • �• �• ,r o• -I ?�� O 4" PROPOSED M • � Nvv Ln W O M N M '� r"� M 240 d P o N N N M o o o STORM LATERAL 7 O °� o .o I: Ian I N 1240 Q + N 00 II II II 0 M S Lr., Lf') Lr; N I.f) N N N N N , Q ,- r„, 0 + ,0 Z Z Z O 0 M I, N N Litz), 11 TYP. my N -I ,_ II II Z Z 0 M I- _ _ .O Z Z -Q ,i Q N W W W W Q + 2 M c Z_ Z Z 0 = II 1- N N W_ W W W W c0 to N = II I II N W W W W 0 1- _ - - O O (V (•-) Q cJ- Q - - - - N N - N Fc O 0 N N 2 ,- 0 0 iN 230 230 0+75 1 +00 2+00 3+00 3+50 1 0 M I- W = SDLN-4 - PROFILE 3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0 l li.i o SCALE z 40 0 20 40 PACIFIC COMMUNITY DESIGN J 0 1 INCH = 40 FEET 12564 SW Main Street Tigco ard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 3 TYPE: CONSTRUCTION o' N REVIEWED BY: PRE 3 2 0 c 0 O 0 v v , 3 0 6 Z J L , 1 , , J) SW JEAN LOUISE ROAD .w a w L 0 Q Z_ w M x a a a 0 x v 4fl ~ �- Z N Z \ K K 3 N Q U-C: RA Riverside / SW GR.ND ST ' r r- 1 E 0 3 1ST SUBMITTAL: 9/13/2021 SDLN-1 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 // 3RD SUBMITTAL: 3/24/2022 SEE SHEET 301 21 22 23 24 25 26 27 4TH SUBMITTAL: 5/5/2022 SDMH I SDCI SDCI SDMH 5TH SUBMITTAL: 6/14/2022 1 F 5A.1 TYP. 8.00' SB.1 5B ' I =+ I 3A © PUE TYP. 3C 1111 REVISIONS II o l - A NO. DATE DESCRIPTION Loll XE SW SABRINA AV: ° s `s i I ss °` s .+I 0' • 1040 O z+rn !I!A 3�SDLN 51 3+, 1 �� STORM LATERAL TABLE 1 b 1 r I -5B ,, 1 - -1 ��i�i -XSD ,. ® M i+ b w 1 N �, �, NI w w N „ N w N �:j:; MX LOT # STATION LENGTH SLOPE IE C LOT MATERIAL r ° ° LOT 21 41 00 2 0 262 474 PVC • °°°° ° 1 Z k °°°° aa:.';.`:, aaaaaa °°ai _1 °aa1<.• \ 1+75.50 (SDLN 5) 0% ° ° L ° ? IP«EI - -� / - LOT 22 2+08.50 (SDLN 5) 41.00' 2.00% 262.807 PVC SDLN-1 I 3B 11 © 3D LOT 23 2+20.50 (SDLN-5) 41.00' 2.00% 262.928 PVC GENERAL NOTES: SEE SHEET 302 SDCI SDMH TYP. 5g 21 0 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 5A.2 5A LOT 24 2+75.11 (SDLN-5) 41.00' 2.00% 263.480 PVC 34 33 32 31 30 29 28 °N I LOT 25 2+87.11 (SDLN-5) 41.00' 2.00% 263.601 PVC 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE i NOTED. I LOT 26 3+40.50 (SDLN-5) 41.00' 2.00% 264.140 PVC LOT 27 3+52.50 (SDLN-5) 41.00' 2.00% 264.261 PVC AS-BUILT STORM NOTES: lr I LOT 28 3+55.50 (SDLN-5) 35.00' 8.55% 260.480 PVC DATE 5/10/2023 II INSTALL STORM MANHOLE PER CWS NO. 010, APPROVED CRAIG LARSON SDLN-5 - PLAN LOT 29 3+34.00 (SDLN-5) 35.00' 2.00% 263.954 PVC SHEET D3.01. SCALE: 1" = 40' LOT 30 2+90.11 (SDLN-5) 35.00' 2.00% 263.511 PVC m INSTALL FLAT TOP STORM MANHOLE PER LOT 31 2+53.00 (SDLN-5) 35.00' 2.00% 263.136 PVC CWS DWG NO. 050, SHEET D3.01. LOT 32 2+23.50 (SDLN-5) 35.00' 2.00% 262.839 PVC © INSTALL 4" PVC STORM SEWER LATERAL C RIVERSIDE S=0.0200 MIN. PER CWS DWG NO. 520, SHEET LOT 33 2+02.00 (SDLN-5) 35.00' 2.00% 262.622 PVC D3.03. SEE TABLE THIS SHEET FOR LATERAL AT SCROLLS INFORMATION. LOT 34 1+69.00 (SDLN-5) 35.00' 2.00% 262.289 PVC © INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS MEADOW SHEET FOR INLET INFORMATION. 280 280 FINISH GRADE ® EXISTING GRADE STORMLINE CENTER STORMLINE CENTER _46.36 LF 12" (PVC) _ _ - INLET DATA: D PROFS' C S=0.1071 - - - - ., �GINFF 270 _ - \, 270 �`-' s4963PE � 215.4 3A SDCI5A.1 m SDCI56.1 5=0.0101 10+71.90, 19.50' L 12+96.14, 19.50' L 0 OREGON , i is . (SABRINA) (SABRINA) ch 13, �� RIM/TC = 268.60 RIM/TC = 266.85 ,9/ 260 ` f I I - 260 10" IE OUT = 263.70 10" IE OUT = 263.89 C L . kY CS 22.50 LF (PVC) 24.13 LF (PVC C900) 4" SS/1 - EXPIRES: 12-31-24 0.73' CLR 4" PROPOSED , �, CS=0.1188 CAS=0.0203 STORM, TYP. 4" PROPOSED m o J w o SANITARY, TYP. _ ; v N 3B SDCI 5A.2 3D SDCI 5B.2 M o • 10+70.76, 19.50' R 12+93.51, 19.73' R so 250 - ,i, - - M 250 (SABRINA) (SABRINA) O z z-- w " o_ a ,o N N N ? RIM/TC = 269.41 RIM/TC = 267.00 • z w z vi o °M` ? + ,^o ? 0 10" IE OUT = 264.50 10" IE OUT = 263.76 • J " - - " o 0 0 0 „ m 'i' N w w 16.54 LF (PVC) 17.80 LF (PVC C900) SDLN - 5 a; `° ° ° ,`r", • M o ,o ,o ,o II Iwi I- I- cC o ®S=0.2099 CAS=0.0200 • LULU 4 I- N cv cv N 4 W Z Z Z ~ PLAN AND PROFILE 240 .- � p 1ZZZ O .,.= m Nwlilw w - 240 U a cc a N w w w w tti) N E rl - b b E in H 0 ~ - Co NI c C Q N N N _ - 0 M 7 N 230 230 0+75 1 +00 2+00 3+00 4+00 4+25 w SDLN-5 - PROFILEI:!.....•.......fi D HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' ,, 4 Z PACIFIC COMMUNITY DESIGN J a 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 05 TYPE: CONSTRUCTION Co a REVIEWED BY: PRE C 0 a 0 SCALE 40 0 20 400 307 a 1 INCH = 40 FEET 2 JL , 1 , , J) SW JEAN LOUISE ROAD r , ` r S r w w I 0 > �_ w > - - w w rvi = a > Q - o I- Z N Z 0 F - z Z Vl - d: ES N _Q N .- _ U N N R-1 Riverside Homes N `�.. N SW ".NDST LU w _ -1 (-1 o - o 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 35 36 37 38 39 40 41 5TH SUBMITTAL: 6/14/2022 I SDCI SDCI REVISIONS SDLN-1 6A.1 TYP. 8 00' 6B.1 SEE SHEET 302 3A 2 �PLE, TYP. 3C NO. DATE DESCRIPTION tug'_ .'' - 1 --- D -W - SW 172ND AVE - '-'4 - - :�- � n at: SDLN-6 I 0 :: S` SS 12+00 s ,- `s A1:"04 X -1-- 1+, I ( SD ' I SD I �® ' +it r XSD N * ® M W 'AWE W ~ W W -� +ci° I W `I�� MX Z ( ° 1111 .. - IPWE N Z L / 1 4 i ( 2 3D 1C GENERAL NOTES: SDIIH 3B 1 111 SDCI SDMH rn TYP. SDCI S 6 H 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 66.2 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE 48 47 46 45 44 43 42 SDLN-1 STORM LATERAL TABLE NOTED. SEE SHEET 303 LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL LOT 35 1+69.50 (SDLN 6) 37.00' 2.00% 259.846 PVC STORM NOTES. AS-BUILT' DATE 5/10/2023 I 1 LOT 36 2+02.50 (SDLN-6) 37.00' 15.01% 265.503 PVC 1 INSTALL STORM MANHOLE PER CWS NO. 010, APPROV CRAIG LARSON SDLN-6 - PLAN LOT 37 2+14.50 (SDLN-6) 37.00' 15.01% 265.810 PVC SHEET D3.01. SCALE: 1" = 40' 2 INSTALL 4" PVC STORM SEWER LATERAL @ LOT 38 2+68.50 (SDLN 6) 37.00' 9.93% 265.315 PVC S=0.0200 MIN. PER CWS DWG NO. 520, SHEET LOT 39 2+80.50 (SDLN-6) 37.00' 8.88% 265.232 PVC D3.03. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. RIVERSIDE LOT 40 3+34.50 (SDLN-6) 37.00' 2.00% 264.069 PVC 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS LOT 41 3+46.50 (SDLN-6) 37.00' 2.00% 264.376 PVC DWG NO. 330, SHEET D3.02. SEE TABLE THIS AT SC H O LLS SHEET FOR INLET INFORMATION. LOT 42 3+49.50 (SDLN-6) 31.00' 2.00% 264.332 PVC MEADOW LOT 43 3+31.50 (SDLN-6) 31.00' 2.89% 264.148 PVC LOT 44 2+83.50 (SDLN-6) 31.00' 10.35% 265.232 PVC INLET DATA: LOT 45 2+65.50 (SDLN-6) 31.00' 12.19% 265.342 PVC 280 280 LOT 46 2+17.50 (SDLN-6) 31.00' 14.54% 264.842 PVC 3A SDCI 6A.1 3C SDCI 66.1 223.42 LF 12" (PVC C900) EXISTING GRADE ® 10+70.08, 15.50' L 12+95.64, 15.43' L (172ND AVE) (172ND AVE) ® S=1.0256 STORMLINE CENTER FINISH GRADE ® LOT 47 1+99.50 (SDLN-6) 31.00' 14.46% 264.358 PVC R� 45.64 LF 12-(PVC) STORMLINE CENTER RIM/TC = 267.91 RIM/TC = 268.02 ` I NFFf/ @ S=0.0050 LOT 48 1+66.50 (SDLN-6) 31.00' 13.50% 263.213 PVC 10" IE OUT = 263.04 10" IE OUT = 264.48 �,� F,Q G�i_ - - - - -' 84963PE 270 J - -- - _ _ , _ _ 270 @5=0.0800 @5=0.0204 rt. _ - - 22111 I -� _ - - - - 3B SDCI6A.2o ORE30N0 � �_ 3D SDCI66.2 ch ti 10+72.23, 15.50' R 12+95.48, 15.50' R '� M Ai I i " u (172ND AVE) (172ND AVE) q/G L . LG' . . RIM/TC = 267.95 RIM/TC = 268.03 260 - A 260 10" IE OUT = 263.09 10" IE OUT = 264.35 EXPIRES: 12-31-24 "1- " 4" SS/12" SD 12.60 LF (PVC) 12.58 LF (PVC) _ _ 0.49' CLR 4" PROPOSED N @S=0.0817 @S=0.0200 4"SS/12" SD STORM, TYP. 4" PROPOSED o 3 3 w co• 0.09'CLR SANITARY, T"P. M o 0 00° o .O N N 250 W o " g J w=r o Z z3 coNa ,_D 250 rn as SDLN -6 M ^ 0 M M M N• M 0 ' ' • = I Z M N W W W I.r) I� I� N 0' Q L�r'1 LNr'1 II N W .O .O r111 , (~/1 . (~/1 - o o N N N N PLAN AND PROFILE - �+ N cu .�ozzz .< '; <AD CD ci q � zzz =O U 240 = II Z II N W W W W ] IQI N IQI II W W W D NI O N N -cc - e - W 'At~/1 N ( O- . 235 f CLASS 'B' GRANULAR BACKFILL ErBEDDING 1 235 CO N 0+75 1 +00 2+00 3+00 4+00 4+25 6 co 0 IL SDLN-6 - PROFILE w HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Plat" Z PACIFIC COMMUNITY DESIGN J 9 N 12564 SW Main Street 0 Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE P_ 0 0. SCALE 40 0 20 40e 308 i o a 1 INCH = 40 FEET z SW JEAN LOUISE ROAD 0 .w a w > �_ = > Q Q z I- ~ 'tN. z 0 ~ Z N d: N U 3 a N. �— N N C, RA Riverside Homes N ! 0 SW GRAND ST L _ r�� -I > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 6/14/2022 SDLN-8 REVISIONS SEE SHEET 310 II NO. DATE DESCRIPTION SDLN-1 62 I a SEE SHEET 303 I SDMH SDMH I -� _— w 1 1 I 1 11L 7A Iww Lu I � I— a 1, 6" 1 63 1 13 Q o )DLN-7 AN o I R SW NORWAY LANE — L 1*AO - - ss 2+0 I I S — 49 I I ® w L 2-00 2+I3 -- w I I I - 2/ 711 — SDLN-1 E 8.00 T SEE SHEET 303 P) E, TYP. 2A 4 T TYP. SDCB 76.1 64 65 66 67 69 70 STORM LATERAL TABLE 68 GENERAL NOTES: LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL AS-BUILT _ 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. LOT 67 1+98.50 (SDLN-7) 18.97' 2.00% 260.739 PVC 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE DATE 5/10/2023 LOT 68 SD CG-2 - 76.1 12.31' 5.42% 263.486 PVC NOTED. APPROVED CRAIG LARSON SDLN-7 - PLAN SCALE: 1" = 40' STORM NOTES: 1 INSTALL STORM MANHOLE PER CWS NO. 010,SHEET D3.01. RIVERSIDE 2A INSTALL 6" PVC STORM SEWER LATERAL ® AT S C H O L LS S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.03. SEE TABLE THIS SHEET FOR LATERAL MEADOW INFORMATION. 4 INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310, & 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 113.00 LF 12" (PVC) EXISTING GRADE C 280 C S=0.0050 r STORMLINE C NTER 280 //- FINISH GRAD INLET DATA: STDRMLINE ENTER �� PROFF11s , . F,\GINW 84963PE -8" PROPOSE �i_ WATER 4" PROPO 'ED 4A SDCB 76.1 270 — / SANITARY LATERAL, 270 2+33.53, 7.69' R - - - - - - - �` _TYP. g cn � (NORWAY LANE) o OREGON O - - RIM = 267.84 c , h 13, , 6 IE IN = 263.49 xliC L LP 8"WT/12'; SD 12.31 LF (PVC) 4.18' CLR CS=0.0542 EXPIRES: 12-31-24 260 1 �� 5.321C R 260 18.76 LF (PVC) 1.77 261.3 6" PROPOSED CAS-9.0G94 0.0442 STORM LATERAL, TYP 250 o J �z 3 , 3 250 SDLN -7 M 0 N N _:O `— Lc N O ,- Z w o0 �• 1,18 . -- 7_N - � � o PLAN ANDPROFILE ---I a 0 00 Z Z N Z = O J O c0 '0 '0 N r' CD ,0 — — Z — ,. p N N I— U = I ,n 7 N w w w w a + coZ 240 - - w + DF AN- 1Q8Nc. www 240CD - ,- - O I— z I- " ci -1- CV O 0 CV 235 235 0 0+75 1 +00 2+00 2+50 0 M w SDLN-7 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' P14 it• Z PACIFIC COMMUNITY DESIGN J 9 N 87- 0 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE 2 P_ 0 0. SCALE (i) 309 Nr 40 0 20 40 o a 1 INCH = 40 FEET I z JL , 1 , , J) SW JEAN LOUISE ROAD r . . . . r ' r 0 .w d ; W w - 1� M > Z_ J x x a a a o I ^ z c F- - Z r, CI z m n U a N 3 N ,N , RA Riverside Homes ��N N SW GRAND ST � �� r�� 0 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 I- -ir' P 4TH SUBMITTAL: 5/5/2022 ; I 5TH SUBMITTAL: 6/14/2022 I ( I REVISIONS I 1 I 63 62 61 60 59 58 57 56 II SDMF SDM _ L NO. DATE DESCRIPTION 7A 8.00' 8A SDLN-7 1 PUE, TYP. m Ii I SEE SHEET 309 \� 1 .4- I SW TREE _ J ' 67 FARM TERRACE ��+ Oi Is, 1:•u SDLN 8 M M 24.00 M_■MNEN EW" K m• 68 I ' 6 2A 4A 69 I `6N D TY• SDCB -I Iz -< 8A.1 llA 70 I m 72 73 74 75 76 77 78 79 STORM LATERAL TABLE I LOT # STATION LENGTH SLOPE IE @ LOT MATERIAL GENERAL NOTES: LOT 56 SDMH - 8A 21.00' 2.00% 262.813 PVC 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. I\S—BIJIL_. 1 Iik LOT 60 2+02.54 (SDLN-8) 21.00' 2.00% 261.565 PVC 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE DATE 5/10/2023 11 I - - - NOTED. APPROVED CRAIG LARSON SDLN-8 - PLAN LOT 75 1+99.54 (SDLN-8) 19.00' 2.00% 261.510 PVC SCALE: 1" = 40' LOT 79 SDMH - 8A 19.00' 2.00% 262.028 PVC STORM NOTES: II INSTALL STORM MANHOLE PER CWS NO. 010,SHEET D3.01. RIVERSIDE m INSTALL FLAT TOP STORM MANHOLE PER AT S C H O L LS CWS DWG NO. 050, SHEET D3.01. 2A INSTALL 6" PVC STORM SEWER LATERAL ® MEADOW S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.03. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. 4 INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, 310, Et 320, SHEET D3.04. SEE TABLE THIS EXISTING GRADE ® 192.06 LF 12" (PVC C9 FINISH GRADE @ SHEET FOR INLET INFORMATION. 270 STORMLINE CENTER — ® S=0.0050 STORMLINE CENTER 270 8" PROPOSED SANITARY, — — 4" SS/12" SD c�GINW q 0.38' CLR 1 84963P � 260 1 INLET DATA: (% J 12" SD/8" SS �O o OREGON 1.19' CL4 6" PR POSED 4A SDCB 8A.1q/G Qp s,`Pc� _ TORM LA ERAL, c 3 TYP 3+00.19, 7.90' R _ (TREE FARM TERRACE) EXPIRES: 12-31-24 4" PROPOSEDLI RIM = 265.44 250 J Z •°° SANITARY LATERAL, 250 ,— Z � °M° Nr �o TYP. oao o g 3 a 5 v 10" IE OUT = 261.43 In oJoo ° � = - Io O0N• 11.46 LF (PVC C900) < 0 ao z z 6 o o r, N NJ N N C 5=0.0200 _ .o - - • (Y • � H _ I' II N W W W 0 0, L°- ON Lr) IIso Z Z Z O H H — c - - H N N N - - SDLN -8 240 � � Z '~ � � � � - aa � a " ww ``"`' 240 � - 2 0+75 1 +00 2+00 3+00 3+257 PLAN AND PROFILE U E Q CON V N SDLN-8 - PROFILE 0 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' >- 0 CO wit 1:! U) 0, _,„ I ...ftio Z PACIFIC COMMUNITY DESIGN J 0 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 [[F] 503-941 -9485 0 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 0) i 0 0 0 i SCALE 4 40 0 20 400 310 i a 1 INCH = 40 FEET z J L , J , J , , J) SW JEAN LOUISE ROAD GENERAL NOTES: w a w > -__ _ - 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. _ a 'a a - oz , z ^ Z o F- - Z , . 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE � , co 3 - o Riverside , NOTED. 3 , `, , R-1 Riverside Homes N SW GRAND ST Lt 0 ® log At 1ST SUBMITTAL: 9/13/2021 / r > . p` KEY MAP e 2ND SUBMITTAL: 1 /27/2022 252 �,J ��\ °p . , p 0: . .� 3RD SUBMITTAL: 3/24/2022 253 PVMT 263.11 p D ,�\, 4TH SUBMITTAL: 5/5/2022 254 0® ID D ,,' � '�%� °\° v� 5TH SUBMITTAL: 6/14/2022 -.� SEE CAST IN PLACE WALL DETAIL ON SHEET 255 z56 /PVMT 260.29.4 .'O PVMT STORM NOTES: �PVMT258.00 PVMT258�00_ - - - - - - 0 �� O�\° REVISIONS PVMT 253.41 _ T =---�-� 00410 \'rPVMT 257.46 \ ' PVMT 258.89 1 INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01.• PVMT 253.23 - , _�l_La aIv _ p -PVMT 263.44 NO. DATE DESCRIPTION PVMT 253.01 ° 7 2 _ PVMT 252.00 PVMT 258.20 O , 1.3/° 2 6 0 0 2-/° 1+83 18 9 g i°I° 1D INSTALL 60" WATER QUALITY STORM MANHOLE WITH 3' DEEP SUMP PVMT 253.01 PVMT 253.01 3.00' .3% o ' S•8/° / PVMT 260.25 PER CWS DWG NO. 250 Et 260, SHEET D3.03. 08/01/2022 REVISION 1 .00'+00 h° 1 C� 0 2� 1.2% o ° PVMT 258.00 PVMT 252.00 - • =•='=•'` SD 1,-P-- 4 �'' - Zit:' e ,.: .LSD `n 7 5/° �� ' 1 F INSTALL FLOW CONTROL STRUCTURE PER CWS DWG N0. 270, 4 o _ ;_ o 0 253,:- 20 0� SHEET D3.02 AND NOTCH WEIR WALL PER WEIR PLATE DETAIL. 252II- - - PVMT 253.37 PVMT 257.41 �� -,� ip -PVMT 252.98 PVMT 253.00 SEE CAST IN PLACE WALL DETAIL ON SHEET ^ IIII �� ° . / 1G INSTALL 60" FLOW SPLITTER MANHOLE PER CWS DWG NO. 010, PVMT 253.00 �� PVMT 258.57 \1 o r ° 'i CT G SHEET D3.01, AND DETAIL THIS SHEET. 25s - o PVMT 259.691110' 6 CONSTRUCT WATER QUALITY SWALE PER CWS DWG NO. 700 Et PVMT 258 71 4 5% 710, SHEET D3.04, AND DETAIL THIS SHEET, WITH CONCRETE -� PVMT 259 PVMT 258.79 CHECK DAMS, APPROX. 37' O.C. THROUGH TREATMENT AREA. PER �� P T-259.45 DETAIL THIS SHEET. d b °I-��. �r m1fla` PVMT 259.47 7 INSTALL DITCH INLET PER CWS DWG NO. 390 Et 400, SHEET D3.04. FLOW SPREADER ACCESS DETAIL (NO SUMP) FACILITY ACCESS DETAIL SCALE: 1" = 20' SCALE: 1" = 20' 9 CONSTRUCT 12' WIDE PAVED FACILITY ACCESS ROAD. 4" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8" AGGREGATE BASE I\S-BLJ I LT 10' (2" OF 3/4"-0 LEVELING COURSE OVER 8" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. FOR GRADING, SEE FACILITY ACCESS DATE 5/10/2023 CONCRETE BREAKING STRENGTH DETAIL THIS SHEET. APPROV CRAIG LARSON TO BE 3000 PSI AFTER 28 DAYS. SDLN-3 SDLN-4 9A CONSTRUCT 5' WIDE PAVED FLOW SPREADER ACCESS PATH. SEE SHEET 305 SEE SHEET 306 CLASS 100 3" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8"AGGREGATE BASE 6" 1 5' WIDE CONCRETE TRAIL 6" (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE ;NMFINISHED COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. )I a III SDMH I I FOR\App I 12" _ • _ RIPRAP I G q�F� CROSS-SLOPE 3% MAX. FOR GRADING, SEE FLOW SPREADER - •\��M, - 11 1A •a I 20 ," '�' ,�' • °. . • •• a • 4' • • 'I/' �l'�l� I I- ACCESS DETAIL THIS SHEET. RIVERSIDE • \, 1 D SDMH . '� . y, ANL kigi - - \ - •_ f, ` 1 0 _ c!" • �,�. /rI'-'�',,t/L•I�,.�/tI!�',.�/L•I�,4/,ZIP'„ /L•I*,� • /<I" - - O < 1 �/ 1'��/r /!,1 'Ar /.• /.• %• /,• %• P ,411 1�, 11 CONSTRUCT CONCRETE STILLING BASIN AT STORM OUTFACE 1C .. . , /l,�/l.. 4..„/ .„ /r,t/ •. AT SCROLLS _ - - n- . '/ , • �,_ 1•�• ,� 0� �,� �,1� O� ��`' t/1 HEADWALL, MITRE PIPE, CONCRETE CURB CUTS. REFER TO WATER • , `^ ,�. IIISDMH ,1 i i< 'iti /t*�/r�'''/t��/L�1/ /rr��/t��rr�1 N�1'� i< rL� i 1 i<. 1E� •" �" .- •-A • v •"� •" t 9 e-f •" e" QUALITY SWALE OUTFALL DETAIL, THIS SHEET. ,,� oPlikk .S ® o m 1B �� •i. • r• rr••r0„ '� '�;! .AI,* !'��!!, .11, !,'��d I I,# I,••I, MEADOW ,� - ` 1° ! ! / ! / ! / ! / ! ' ! / ! / ' /`! / ! / ! !• �`! / ! ! /`! /`! 1`! CONCRETE CURB CUTS TO BE 3' LONG, 4" TALL AND TO BE SPACED �I - �, P`\ '` TRACT � 1 I� M ' as SW A STREET m 12" 2' EDGE TO EDGE ammIllIViiii M - o as �, •• \ GROWING MEDIUM PER • 11 .� • �` `�`� 19 SDLN 2 w � �`� , zxoo . \ WATER POND BERM MIN. SECTION 12 INSTALL RIP-RAP AT HEADWALL AND MITRE PIPE, PROVIDE CLASS 60 ��■� DETAIL 555, SHEET D3.05 BERM ROCK PER WATER 200 RIP RAP OUTFALL PROTECTION (8'WIDE X 12' LONG X 2.5' r \ 0 THICK), ON GEOTEXTILE FABRIC. ® rik' .� r \ N OVERFLOW DETAIL POND BERM DETAIL 555, ��V�i` St M SHEET D3.05 ® I <N sa I- 13 INSTALL RIP-RAP AT END OF SWALE, PROVIDE CLASS 50 RIP RAP 5Ir TOP OF BERM POND TRAIL "1101 1 ii Z W OUTFALL PROTECTION (8' WIDE X 7' LONG X 1.5' THICK), ON FOR DESIGN INFORMATIONJ W GEOTEXTILE FABRIC. SEE SHEET 210. ® 6 m ® �i = \ , O FINISH GRADE C� CONC"ETE I CONCRETED , V1 SWALE CENTER N 14 I 1 16 ® 0 -�j�"� D W 260 HECK �A STILLING BASIN 260 14 CONSTRUCT 10' WIDE CONCRETE OVERFLOW WITH 18" CONCRETE �,� F,f, 7A 18 �� ► CURB NO EXPOSURE ON BOTH SIDES OF CONCRETE WALK. CLASS a 84963PE W ,. I SDMH SDMH j ! / �� 7B In RIP RAP PAD AT 100 RIP RAP, 56' LONG, 1' DEEP, OVER 8 OZ NONWOVEN ;\ J' QEGON 9A 9A 9B.1 SDMH SWALE OUTLET GEOTEXTILE. SEE OVERFLOW DETAIL, THIS SHEET. co�;. ' , 252 •,., 253 terlar 9B.2 �� -I °6 13,254 Kt = I15 CONSTRUCT STORM WATER POND BERM PER DETAIL 555, SHEET c,' j 255 256 9 \\� �✓ I f-6.00' D3.05, AND PER THE GEOTECHNICAL ENGINEERING REPORT -1/C L . k-1 S - - 258 ♦1 I TR�cCT G� 250 I�� 1 9.35' SW LE 250 257- t47 RIVERSIDE AT SCROLLS MEADOWS DATED FEBRUARY 26, 2021. r� ® EXPIRES: 12-31-24 2 '4-- � � � - 18 �M� '�i `�,�R.,� DMH�� - 16 CONSTRUCT STORM POND OUTFALL INTO 100' LONG 2 +� - _ i r•v:- 9B _ - INFILTRATION/FLOW DISPERSION TRENCH, SEE DETAIL 1 AND 2, -252 ,` SHEET D3.05. WATER QUALITY FACILITY - PLAN 240 240 17 CONSTRUCT 18" CONCRETE CURB 6" EXPOSURE ALONG EDGE OF SCALE: 1" = 40' 3+00 2+00 1 +QQ 0+75 SWALE PER SWALE CURB DETAIL, THIS SHEET. SWALE - PROFILE WATER QUALITY 280 280 18 CONSTRUCT BETONITE TRENCH PLUG PER DETAIL 3, SHEET D3.05. HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' FACILITY o 19 CONSTRUCT SWALE PER CWS DWG. NO. 705, SHEET D3.02 AND E EXISTING GRADE ® 270 270 SWALE PROFILE, THIS SHEET. 2 }5.76 LF 18" (PVC)- STORMLINE CENTER 10.14 LF 12" (P C) 6„ PLAN AND PROFILE @ S=-0.0058 270 ® S=0.0050 EXISTING GRADE ® 6„ 270 FINISH GRADE ® - - 0 9.79LF10" (PVC) oSTORMLINE CENTER STORMLINE CENTER ® 5=0>- .0050 50.26 LF 18" (PVC) r30.77 LF 18" (PVC) F`N,SHEpL • FIIVISHFp - @ S=0.0052 260 y _ - 5=0.0050 260 GRADE 'Gel GRgpF - - - - - - FINISH STORMLINE ENTER CL •� _ _ _ - LULU 17.98 LF 10" (Da} - -/ 103.16 LF 18" (P ) - - - - - - - \\ L - _ - ` \ CONCRETE BREAKING STRENGTH 260 - 0 260 - - - - - _ � \ • A\. TO BE 3000 PSI AFTER 28 DAYS. ® S 0.0050-\ @ S 0.005 _ - - _ - _ _ n� ,� 18 / INSTALL#3 REBAR STEEL - ` SPACED 6" FROM CENTER. _ _ 250 215.55 LF 18" (PVC C900) 250 SECTION MIN- 5=0.0050 I 1:1 its LI 250 250 - 33.71 LF 18" (PVC) STA:3+95.22 QFF:0.00 SWALE CURB DETAIL PACIFIC COMMUNITY DESIGN a -- C S=0.0050 1 " IE IN=2 0.00 (E) °' °` 18" E OUT=25 .00 (W) I N.T.S. W Z Z ,, J Z _ CT 6" CONCRETE BREAKING STRENGTH Ln 12564 SW Main Street co 240 o J N o N In• N z Z C-E900 PERFORATED) 240 FINISHED 1 FINISHEDOBE 3000 PSI AFTER 28 DAYS. Tigard, OR 97223 _ c s=o.0000T 503-941 -9484 `� oo ^ tr ;� v �,, w S in N oo N II °• o Ln N I- Q Ln o0 0 .. GRADE [ ] , 240 z Z = - J w Z N -1 Z �240 - 8 ° m 7 u,• z 1. L z "' STA:4+95.22 OFF:0.00 �� [F] 503-941 -9485 N ^ o -- 3 w �. od Z Z o N\ In -- 0 co .- .- ri H o m o _ 7 O= ( ) SWALE •j\/\ /� 0 v n O J so 00 O W 2 N N N Lei ^ 0 co N N �j O ~ II II = II o `O .p N . _ Nw w Nw W 18" IEIN=250.00 E �i _ o �n ,ow In 7oN: + o - - - - a; II MEDIA \\/\\/ / /\ W p. p v d- N M OO W M d' N W In a - a - Z •• cn I� W W CO C) I I N = = a I� N N � M H � � M Sri W • Lf 1 u� • � � � �n �n �n n � O In In In I = it N w � H N �� 1- oo � a` + � Z O • ce N N u'1 -W . „ N ( M M N N O F- O N N N F- • coo N N N F_ a 11 In V1 �N Vl Q' .- N /� � I� v~i � N `V "' � N � N `O �- o � N � � v + Nlc�izzz = + "' ocizzz 230 Lit � Q ° W W 230 \ � PROJECT NO.: 144-001 u � O � � Z � � NONHm + `r' M a � � � � z � `° - - - 0 � � 0 + .o - - - 0 01- � 60bo • In - `° �" o� II _M 0 + Zoo = N w w w w Z N N w w w w `^ `^ SECTION TYPE: CONSTRUCTION Q Z N w + N Z _ (p - II a II = II a II II - _ 2 a a _ _ =Z _ NW O II a 11 nIW W 01- 0I- - CoNN CO o1- Ln F�- W 00 230 230 0 � 1- 0 11 a II II _ � < I2 < . L, L, � LnCe ,- ,- x- ,- V) V) NCe ,- .- . - REVIEWED BY: PRE v, v, - v, � - � acc a � _ - 0I- o I- � co000 o Ln " Ln ce ,- o CHECK DAM DETAIL I- CLASS 'B' GRANULAR BACKFILL E. BEDDING - I- CLASS 'A' NATIVE BACKFILL a BEDDING i 0 225 225 220 220 N.T.S. 0+00 1 +00 2+00 2+85 0+75 1 +00 2+00 3+00 4+00 5+00 SCALE 9 SDLN-1 - PROFILE SDLN-9 - PROFILE 40 - - 0 20 40 (i) 31 1 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 1 INCH = 40 FEET -5 2 MANHOLE STEPS SEE STD DRAWING NO. 100 1 -� yy( z • Riverside Homes 48" MINIMUM '` PRECAST 1ST SUBMITTAL: 9/13/2021 PIPE • . 5" MINIMUM I.D. 2ND SUBMITTAL: 1 /27/2022 • QW - 3RD SUBMITTAL: 3/24/2022 m CONSTRUCT CHANNEL AND 4TH SUBMITTAL: 5/5/2022 p g 12" MINIMUM SHELF IN FIELD 5TH SUBMITTAL: 6/14/2022 1 6"MIN. ° REVISIONS r�r { r r r r r r r r +,+++++s++�+++P++�++,ANNI ++ r: SMOOTH FINAL CHANNEL TO .+,.,..,� �,+.+,.,+.��,+.,.�,..+,+1,.,. 3/4 VERTICAL HEIGHT OF PIPE. _r_ r r,. r r r r.w r r �''-IA; 41111'"''` '''''=""'=` NO. DATE DESCRIPTION 12" MINIMUM OF 3/4"-0" COMPACTED BASE MATERIAL MANHOLE STEPS SEE STD DRAWING NO. 100 7 --71.‘;- POURED W z 48" MINIMUM or IN PLACE w1 LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST p��\ K KNOCKOUT TWEEN ' 12" IN WIDTH •. �1�! Z- -7._I- r z ' O 5" MINIMUM 4. illk i' O PIPE 58" DI A. I.D. 6" MINIMUM AND IL ' 24" MAXIMUM OVERLAP STANDARD MANHOLE FRAME • .,•• .• / ;..' AND COVER (TYPICAL) ' y• . •+. :-i..: ., :4;:,••:,4:.,.:. : It . SEE STD DRAWING 110, 120, 130 12" MINIMUM OF 3/4"-0" .- .'.••.' ! • p(\ •. ": CONSTRUCT CHANNEL AND COMPACTED BASE MATERIAL +�: 12" MINIMUM SHELF IN FIELD 8 MINIMUM CONCRETE I r��.�ei,47 1cia�ri44lip i4rgyp-epil •.'.'+r+,il+r icir-1,Ztai+'+I+Y_'4� MAXIMUM 27" FROM TOP OF FIRSTIN/STANDARD FRAME AND COVER OR / • �'+i+++i•+i+�+r!+4+! y�y+�+ ;+ ti'l►'rRr'1�✓r � STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE As_BuILT , . - -- - +�=+.++�+ ++�+ +• ++ ++ +++++++ s++++ SMOOTH FINAL CHANNEL TO STD. DRAWING NO. 110, 120, OR 130 8" -. . +++•l+ ++V.W. +.�!l ++�J• ++�+ 0D+q+ +++! 3 4 VERTICAL HEIGHT OF PIPE DATE 5/10/2023 TYP. _.e . •i_25. a w o0A%tW ++++++++++++ WAWA +++o SET FRAME IN NON SHRINK GROUT .r.. •._; .r_,. AFTER VACUUM TESTING ' L G�G� ✓ APPROVEDCRAIG CARBON A -LIB'`- ---- • NOTES: -- ,.. • 36" e 48" MINIMUM • MAXIMUM NOTES: 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM i. 6" MINIMUM AND TO THE REQUIREMENTS OF ASTM C-478. GRADE RINGS (2",4",OR 6") • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF MAXIMUM 12" SET IN 24" MAXIMUM PIPE ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, OVERLAP •' DRAWING NO. 010. 2. SEE STD DRAWING 020 FOR POURED IN PLACE NON SHRINK GROUT I.D. • CONCRETE MANHOLE BASE. •• 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH •' ' 4. . ' • 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM STANDARD ECCENTRIC RIVERSIDE �•, : E• I4 OF 3000 PSI AND A SLUMP OF 2" TO 4". 12" MINIMUM OF ...• i • . . . ••• • O THE REQUIREMENTS OF ASTM C 443. 36" CONE 3/4"-0° .•'; • • .` 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO �' • COMPACTED BASE • • p8 MINIMUM CONCRETE AT SC H O LLS MANHOLE SHALL BE WATERTIGHT. ROCK .+ . . . . + . + + . + .+ + + . . . +.. . ...+ . . ' E- CAST/90U � E3 I \ .9LACE -2- + + + + + + + + + + + + + + + + •�+ + +.+ +Ar 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL k .: • - it V A\ - 0 L E 3 A S E C1eanWater Services REQUIRE A MANHOLE AND CHANNEL DETAIL. 48" MINIMUM DRAWING NO. 020 REVISED �0 3� �9 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES .. MEADOW SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL D DETAIL. •' ....i-MANHOLE SECTION .••"••. (VARIABLE HEIGHT) 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) • MANHOLE WALL BETWEEN PIPE BREAKOUTS AS cp _'� 4' MEASURED ON THE INSIDE FACE OF THE MANHOLE. . V 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM •'• NOTES: AND 4" MAXIMUM CLEAR OF PIPE WALL. y : -.,.-: - --5" MINIMUM 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF •' STANDARD MANHOLE FRAME 12" FOR SANITARY CONNECTION AND 48" FOR STORM MANHOLE STEPS SEE 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND AND COVER (TYPICAL) CONNECTION. STD DRAWING NO. 100 • �_��(� PR( F , APPLICABLE PROVISIONS OF STANDARD MANHOLE, SEE STD DRAWING NO. 010. (vK�J 1111� 58" DIA. SEE STD DRAWING 110, 120, 130. 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ' CONSTRUCT I N 3. CENTER OPENING FLATOP REQUIRED. I COVER SHALL BE USED IN ALL EASEMENT AND OFF CHANNEL AND MIN PF� �J/_ STREET AREAS. SEE STD DRAWING 130. '. 12" SHELF IN FIELD �963� 4. NO STEPS ALLOWED IN SHALLOW FLATTOP MANHOLE. PIPE 5. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND A 1P47,/ , �� 1 cb :M:R:: OREGON6. G 030 FOR WATERTIGHT MANHOLE CONNECTIONS. i_ ' / _%/ ,° 2 h 13+ (� 7. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET �.P ; • - 25" -•• 27" •• q/Ci �- LPG' H-20 TRAFFIC LOADING. ' •y,� '•-` MAX. WATERTIGHT SEAL. SEE NOTE 4 a , CONSTRUCT CHANNEL ---- .,. SMOOTH FINISH EXPIRES: 12-31-24 CHANNEL C �-e• p t . r C r.r nr.�.,s r r ar ar r r•r r r r Pr r. 3/4 VERTICAL AND MIN 12" SHELF IN '!!!!! ! !!WIP'f !�-��f-l'f-�!� ' r��++ ��+++�.++ •.++ •.• ��, HEIGHT OF FIELD. M 12" MINIMUM OF 3/4"-0" COMPACTED 414 r +r.r:,W r r.r, .r,:.:.r r r r: ,r r r +r:.r: PIPE � BASE MATERIAL -- -- wd'-•r.r�-•r�•r-•r 48" MINIMUM ��: a WATERTIGHT SEAL >72 USING NON-SHRINKING : , SHALLOW FLAT TOP GROUT : SEE DRAWING 030. STA\ � A � V A � H OLE Lo ri , M A N H O L E C1eanWate-r Services ` '' g C1eanWater Services STORM M d REVISED 10-31-19 SMOOTH FINISH CHANNEL • • t�ii- REVISED 10-31-19 DRAWING NO. 040 DRAWING NO. 010 DETAILS TO 3/4 VERTICAL HEIGHT :EHI r(1)o OF PIPE - PIPE N C .G o I,D. 0 12" MINIMUM OF :•:�:pe..•-:a 06 3/4'-0" COMPACTED :'- .i ':.* .:4 ,.4 :A 1 a BASE ROCK �� • 3 `'�-ram. .z t` , o' vi W FLAT TOP yr , ,O411 0 2 PACIFIC COMMUNITY DESIGN ,6 0 E. NOTES: 12564 SW Main Street 1. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-433. Tigard, OR 97223 0 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND [T] 503-941-9484 4 APPLICABLE PROVISIONS OF STANDARD MANHOLE, SEE STD DRAWING NO. 010. [F] 503-941 -9485 a� 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48" FROM FINISHED GRADE TO I.E. OUT. N 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. PROJECT NO.: 144-001 D 5. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET Q H-20 TRAFFIC LOADING. TYPE: CONSTRUCTION 2 N REVIEWED BY: PRE 0) c 3 2 0. FLAT TOP MANHOLE 0 C1eanWate� Services o REVISED 10-31-19 DRAWING NO. 050 4 i 0 i D3 . 01 z f1 n 1" FLAT FACE LETTERING r to i ` R Riverside Homes (RECESSED FLUSH) PRE CAST k4" CONICAL HOLES (2) SANITARY / ' to COVER ONLY O T 1-1 4" C) V1//1 A /v ��1-1/8" rn S 00 00 •� �i T QJ�I//�f��1�` �r• F� • O 1 1/2" PICKHOLE )O� 0 � 1ST SUBMITTAL: 9/13/2021 11�� f�+�*\ z �� fk } 4'' MATERIALS: 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 �� '` \^ \ o " " "" " "" " ° " ° " "° " "" " " " ' (1 4TH SUBMITTAL: 5/5/2022 �*�, �Ir�� 2 ASf M8 5TH SUBMITTAL: 6/14/2022 1 1/2" PICKHOLE O lf� O; Q Crg QO PLASTIC: -t- 4,.„„ ' /C•71 O O 10-3 4 .. \/ F �/ . \/ © / " MUST CONFORM WITH ASTM � �1 1�� /'A*/ �/�4• Mo/DY/YRX 12" C-478. STEEL REINFORCING ��% �� o ��A,��, Op Qo BAR MINIMUM 1/2" GRADE 60. REVISIONS O '�j��\�, �1��/�1��'�` O MEETING REQUIREMENTS OF ��s,\ � � P (16) 3/4" /i N ASTM A-615 ENCAPSULATED NO. DATE DESCRIPTION TO0 / n WITH INJECTION MOLDED erMEMISD HOLES AS SHOWN COVER TOP w v\ COPOLYMER POLYPROPYLENE COVER TOP COVER BACK z z COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. 24-3/4" Li LAj/ 1/2" GRADE 60 REINFORCEMENT 7 j8.. L.I w 22 1 2 I z o Q cc m Q 27" = zz NOTES: I 25" I m0 I- 1. ALL STEPS SHALL CONFORM TO (n (n •_ 5-3/4" THE REQUIREMENTS OF ASTM �. 24 3/4" DIA. % a ', C-478. 3" 7" v � 1/4" 7/8" Al �, :•- ,�• 2. MANHOLE STEPS MUST BE 1/ - !� ///� TIGHT AND FIRMLY EMBEDDED. �IIIIIIIIIII��M� ��m,ii,-� ____f_ 3" 3" •j • 3. ALL STEPS WITHIN A MANHOLE •..� t•.' SHALL BE OF THE SAME • ,. �••• DESIGN, TYPE, AND SIZE. 2 7/8" ' 6" SQ. 2423/2" I a :r'. of 12" IS(MIXING NOT OF UNMATCHED STEPS 7 1/2" SQ. 31" • :•:: AS-BUILT 4. STEPS ADJUSTED OR ADDED SECTION VIEW 'a.I�IIIIIIIIIII�� SHALL BE EPDXIED IN HOLES DATE 5/10/2023 22 1/2" DIA. + ' THAT ARE FREE OF MOISTURE /4PPR0vEco CRAIG CARBON 4 . • • •14 -4: AND DEBRIS. (EPDXY TO MEET SECTION VIEW NOTES: ASTM C881). 1. SUBURBAN TYPE FOR USE IN TRAFFIC AREAS OF LOCAL AND NEIGHBORHOOD STREETS. 2. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS. 3. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. 4. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 3-3/8" FOR PLASTIC 5. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. SAFETY STEP SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. RIVERSIDE SUBURBAN AND STANDARD AT SCROLLS STORM WATER MANHOLE LID --IN?' MANHOLE FRAME AND COVER \ MANHOLE STEP \ REVISED 10-31-19 C1eanWater Services REVISED 10-31-19 CleanWater Services REVISED 10-31-19 CleanWater Services MEADOW DRAWING NO. 120DRAWING NO. 110 SANITARYDRAWING NO. 100 NOTES: MANHOLE LID FACE OF CURB 1. BAFFLE WALL SHALL HAVE #4 BAR AT 12'• SPACING EACH WAY. A AS APPROVED W/ 6:1 BATTER 1/4" PER FT. • 0 _ 1 �nG(1 pR��-`cn 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE 0 TMP SLOPE Z LLJQ O `�J WALL SHALL BE WATERTIGHT. 6"- ( ) �` I N F 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. Z (f) (. `G F 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN ,Ir' SEE NOTE 4 i 6" GUTTER PAN (12" WIDTH TYP) Per LH O �Cr •pSPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. �, an 1SEE NOTE 4 N ��963PE 5. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT. OPENING IS TO BE CUT ROUND AND SMOOTH. �.� i Q ~ NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A /) J MIL1 WATERTIGHT SEAL. :;�% 1 FACE OF CURBMN 60" �'I rul--1 t� U 6. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26M AND ASTM B 275, ,• 3" WEEP HOLE LOCATED I o OREGON 7. DESIGNATION Zg32A OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. LIFT HANDLE MAY BE SOLID 36" 24" BACK OF CURB AT BASE OF SUB-GRADE MAX O �O ROD OR HOLLOW TUBING WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN AGGREGATE (TYP) 24" X N 'Y 6 13+ (� TOP OF WEIR WALL RISER MOUNTING FLANGE AND GATE FLANGE. MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR I PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" X 16 X 3" LG SS REDHEADS. PLAN 11=! ^A /W W m in W -7///,� 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, STOP TAB i��O� �Rfri � i ' !� LL �iG V L• \h OR SOME OTHER DEVISE. y °•® -, l��`�`� O Q ELEV=256.32 9. ALTERNATE SHEAR GATES DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE ' .•' ' ® •• . 18" c,-L N W 7 p H > W BOLT PATTERN MATCHES. WATERTIGHT SEAL V;� I' O EXPIRES: 12-31-24 10. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET H-20 TRAFFIC •FACE OF .a °Q SUMP �� `' O LL O I O LOADING.. •GUTTER •. SEE DRAWING 030 !�� t�� Q Q O C� Z Ni ADJUSTABLE LOCK HOOK WITH o Q` \ J - U W CV W ORIFICE "A" 0 CC LOCK SCREW OR APPROVED EQUAL. a 4rN`\ W O W (cr) ) >-c" DIA. HOLE FOR 1/2" PRE MOLDED36" nVh ` W J Z(sEE TABLE)....>lie STAINLESS STEEL f� [_..___36" I 42„ I 36" EXPANSION JOINT -- ME �� - W EXPANSION BOLTS LIFT HANDLE- FILLER N * ¢o_ 1.8" WIDE x 7.32" 1p' EMBEDMENT ATTACHMENT A (/1 vi L�W18"X18"X 1/4" Uo SECTION A-ALONG NOTCH CUT IN STAINLESS w 1" ROD OR TUBING PLAN VIEW _ � o- 1- Ea STEEL PLATE STEEL PLATE ir/LiorArk FRONT SIDE MAXIMUMF GATE DETAIL OPENING ` r U STORM �z ao LIFT HANDLE DETAIL W > Z V) < J Kr CENTERED OVER J SHEAR GATE F- o w oM `•0. I �� MANUFACTURED BY KENNEDY VALVE OR EQUAL PROJECTED = N a = W TYP o a- �� DETAILS NOTCH IN CONCRETE BOTTOM-FACE GUTTER LINE w 1- z O w L - _I RESTRICTOR PLATE, ORIFICE RESTRICTOR PLATE OF GUTTER WITHOUT o BAFFLE WALL INSTALLATION NOTE: BOR&ICE(WWIHENTH ORIFICE DEPRESSION 4" MIN. CURB INLET OPENING 7, Q§ (W' 0p w J a SEE STD DWG 120 w Z w I- a'a a Z 6 SPECIFIED) FOR MANHOLE FRAME TOP-FACE OF CURB _ J p _ O w Z POSI TION HOOD SUCH (SEE TABLE AND AND COVER 1 1/2" 0 U < I- M � Z M (X Z O LL w =W 4"WIDE x 9" THAT BOTTOM FLANGE MANHOLE RING (12" MAX) BOTTOM FACE OF CURB H L,� 0 CO DETAIL) Z �i Z L� IS0 MIN 2" BELOW THE g" !1•� W' O^ M Z Uj- 1- W LONG NOTCH OVERFLOW SEE SNOUT �� U 0 m N 0 W D_ ORIFICE B INVERT. LJ ORIFICE •C ELEVATION , DRAWING #260 i�a��A -III ICI �"s�y�1.11 Z I-Z LIJ < x'Z ~ O L, ix N IN CONCRETE �� B`��a►�..�r�v ®:s.!y�� w 3� Q g m -1 a s D =IX U 0 ONE SNOUT MAY BE • w U W W o 06 USED FOR BOTH I� - c' W z W O WEIR WALL ORIFICE C AND B. / 3" WEEP HOLE PROJECTED GUTTER LINE I a o O O p\ O O ORIFICE B -�i 0 WITHOUT DEPRESSION ,.• .• Y T IIIIW Lu IT MAY USE B TWO NECESSARY .� as AT BASE O ct LOCATEDF � � . •'4 ,d• • J Z 0 > z Z J w O N pu0114 SUB-GRADE ��' (� 0 > O- < o' ON OFFSET ORIFICES TO - _ MEET PLAN ELEVATION. + ��. 4 AGGREGATE N. ._ ` .. • '. Z r > _ 0 V) LA 0 W W 1 ` MANHOLE TYP N �\ ,•: Q Z 07 O D_ LU a N O 73 a" �A\N a STEP. ( ) / 1 • = �i U = OO QwJO J ORIFICE CIII \�, ON INSBOTH36" � •. U Q o (� I- Z m W H 12"WIDE x30" SNOUT DETAIL fir/ o �` � �: �� _ zlc/iwaw ij-JQ Q ��I SIDES OF `�� .e > 1. X w oc ORIFICE B .� ��; •IF O Z m w STAINLESS itlik �' a- BAFFLE WALL . Q O (. w w M > O I''J U~La1 Jp F SEE STD 6" : , e % O J Q a� 8" SHEAR GATE ( 30" ` J 0_ .40 W LL'I¢U J a STEEL PLATE < o�TsEE DETAIL �: DWG 100) 'f U n a 3 0 w a U m a=~ a O e i \�. a 30" 11 2"- �` _1 >- , 0 V,4 NW O � O > a cz�a� ON� > SLOW CONTROL STRUCTURE ill tom.. N TABLE S: SHEAR / 36" �� z W t►�4 W ct Z 0 z ± co ( 0_w z o '3 d �� i ii.) GATE /� - W (n ! ''� O Q W W O `r Diameter Of Manhole (In.) 60" MIN 60" 0-u LIFT HANDLE > (n Q �� oQ 0 w W a Q " 1 1/2'_ GUTTER ( '► W o N o I-0_0_N o PACIFIC COMMUNITY DESIGN o BOLT STEEL PLATE F.L. (In) 251.45 BAFFLE FRONT VIEW TO WALL WITH WALL AO \_. LINE z N Lu w o Lo 0 F.L. (Out)B. STAINLESS STEEL Outlet Pipe Diameter (In.) 251.45 " ' X w c9 o a R m wo w ( 12564 SW Main Street ° HARDWARE - 6 EA Fc < O_ Z W ix-1 z o z 0) Q Number Of Orifice 1 N ,� \ PERSPECTIVE VIEW SHOWING �_ Q , X o wOo;��a � Tigard, OR 97223 g 0 Orifice A Elevation 251.45 �� DEPRESSED GUTTER AT CURB INLET W Q ) Q-a I aw� � [T] 503-941-9484 ORIFl RE Asd-- \`• a J Q C9C9UWQmDiameter Of orifice A (In.) 1.57 e RESTRICTQR PLATE �!� ��. _~ z `' [F] 503-941-9485 NOTES: o Q wc�zOrifice B Elevation SEE TABLE AND U wQ O W :9°2 Na` ( 1. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. W (/) m 0 wwaw aWEIR PLATE DETAIL Diameter Of Orifice B (In.) DETAIL) AND A SLUMP OF 2" TO 4". =oMUO Z N Orifice C Elevation 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-o" COMPACTED BASE MATERIAL. w55 z m O NOT TO SCALE 4 ° cL C'!O m-W J 3. NON-SUMP INLET CATCH BASINS SHALL BE CHANNELED (E.G. FLOW THROUGH CBs). w W 0 a N ix O PROJECT NO.: 144-001 Diameter Of Orifice C (In) 4. WALL THICKNESS SHALL BE 6" MIN. TO 10" MAX. FOR POURED IN PLACE STRUCTURES. (1) o'Ce a- Li_ -Li_ 0 _ - 4 Dia.-See Table Q Overflow Elevation 256.32 ° 5.PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY, REINFORCEMENT FOR PRECAST CATCH BASIN I- TYPE: CONSTRUCTION LC) Rim Elevation 259.50 ` ISOMETRIC CUTAWAY SHALL BE REBAR MEETING ASTM A-615, GRADE 60 OR WELDED WIRE MEETING ASTM A-497. z c�. 4�i o NTS REVIEWED BY: PRE *FOR NOTCH IN WEIR WALL DIMENSIONS SEE WEIR PLATE DETAIL THIS SHEET -§ INLET CATCH BASIN ( cc- 3o) \ WATER QUALITY SWALE \_0 FLOW CO\ TOL STUCTU CleanWate Services C1eanWate Services (73 leanWabe Serv>CeSDETAI DRAWING NO. 330 REVISED 10-31-19 DRAWING NO. 705 REVISED 10-31-19 v DRAWING NO. 270 REVISED 10 31 19 7- 7 a D3 . 02 02 FOR FURTHER INFORMATION .. PROPERTY ON DESIGN CRITERIA SEE LINE OR 1. ALL STORM AND SANITARY SERVICE CHAPTER 4 OF CLEAN WATER PIPE UTILITY LATERALS SHALL BE MARKED ON THE SERVICES EROSION PREVENTION - SIZE AS EASEMENT TOP FACE OF CURB AS FOLLOWS: AND SEDIMENT CONTROL SPECIFIED PLANNING AND DESIGN MANUAL. - •SANIT DRAIN LATERALS TER S p FLOW SPREADER, GRADE R •SANITARY SEWER LATERALS "S" BOARD, OR TRENCH. Riverside Homes ' . 2. LETTERS SHALL HAVE 7¢" MAX. WIDTH401110 �� - -�D TRENCH;12" CRUSHED I'. �I'" AND A MAX HEIGHT OF 4" ROCK OR GRAVEL f 3. LETTER SHALL BE CENTERED ON TOP "Ma CHECK DAM 2.5"-4.5"DIAM. SMOOTH FACE OF CURB. NON-WOVEN GEOTEXTILE ROCK 2.5-3" DEEP AT 10' INTERVALS, SLOPES IN EXCESS OF 1ST SUBMITTAL: 9/13/2021 A . SECURE 2X4 IN PLACE ,• „,-..,:-.1.:-.!:.-.- •_•0 HIGH DENSITY JUTE OR 5% - AGAINST PLUG W/ CURB STAMP DETAIL BACKFILL TO PREVENT :•-_.•=' �' COCONUT MATTING PLUG BLOWOFF -•-' . 2ND SUBMITTAL: 1 /27/2022 ■ _ _ .0. 60, .4• ••, 3RD SUBMITTAL: 3/24/2022 •• ••• 4TH SUBMITTAL: 5/5/2022 TYP. 3D •• • •. 2 �� \ i, , • •• •• - �� PROPERTY LINE OR TYP / :r.r I I�l; HEIGHT _ " •/�V/ -."� • =1=1_ �f �� 1��, ff 1 5TH SUBMITTAL: 6/14/2022 OF HEIGHT: TOTAL UTILITY EASEMENT 12 �\ \ \:Y r: IIaII11*IIIIIIiL`=II i \ I�I , �I II ' '�' - i I ` REVISIONS • • 1 •, / / / - II STORM 12" 2X4 LENGTH OF 2X4 • •; • • 11 p _ _ .-II 11 II 11. .11. 11- =11. .11. H I. II. I. .11. 11. u' .IL- II Illhllan. air,. .. .. - LOT# �-AOTROAED SET OF i •'. "-." i \\ \\\\\ \I�II:�LIIIIIhII: 11�11.�11�11--�1�1�11=f II. IL�II II. II. II 1 II. 1'll I°II.IL .II. IL ICI. 1= OR gi LOT#: AS SHOWN ON _ • • •:�:•�•. . • •�, / / / / � � - SANITARY i w\/111-1 -1L 18" GROWING MEDIUM LAYER L=11-.�P.I =l .1IF11 JIrJI 71 1L . IL411:.11`rJ1=1L�`-PTIAB SEWER MIN PLANS MARKINGS TO a-, i i ///�\'�//\// III=11=11=Ih11 - - �11=11=11 11-11. 11-11 IIZ 11=11 IL=IL. I If.=11=11=11-11=11-11-11= 36" 2X4 ;i_��_ .t-._ _�' /\\/\\/\\�\/�\�/\/ _''_''=1L=1=11=1�1--11=1�1--Il=1�1- _''-1�f--:11=1 11=' =10 ri,.,1L=J .Il= IV_� II*I1=I10IL--IIollollolll MAIN PLAN FACE STREET \\//\\/\`\`/�\ II II LI17 11111 111LII11.11=LIII.II�LIIILII II II..11011=11 11. 11.=11. 11. IL IL11 .I=1. 11. IL II=II. 111-11 1 ll111=11=11==11=111.--�I1L--�1111.=11=ul NO. DATE DESCRIPTION �\ � \/�\//�/// =11=11-,11�11=,11=11 11=11-11=11=11=11=11=11=11�11 II. 11 II II. II-=11. II. II. II. II. 11.=1111==1 II-II-I1=11=II=11-II=1I- COLOR CODE SURFACE \ \ \ \ \\�\\/\ \ \�\- -1- = =11=JL=�1= = = ='rt=1- = = 11 1L= I 111 % .111011:IL=1L=B011k11011 \/\ . /\/\��/j/ /\/ / j I. .11 11=11. 11.=11. II. IL 11.=11 H II. I II. II.-II I�11=11=1111=11=11=1I=11# GROUND (GREEN SANITARY) 12" ��\�\��\\//\\///�\`\\/��\��\\//�/ �4 / /\ \ /\ , I 11=1 1 _II. 11lo�I.IIIII�lII.II ILII11o11(I;.ILjfl1 /�- (WHITE-STORM) i/s''' //\/\�\�/��\0i\0i /%/i�i//N v/:, / /yi�/� �i.\. \/\/\ z u-rit .u- PLAN VIEW �i/?// (/;!r,\,!,\:\\:\!\��:\,\�; ; � ��\�i/��i�i�� \�, NOTES: MIN w ••/\//\,/\/.�\\/�\/�\� ��'C\\,,\\�\ //\\\ia\\ \"//< 36" 1. FOR NEW CONSTRUCTION ALL SIDE SEWER m PROFILE VIEW AND SIDE STORM PIPELINE CONNECTIONS GROUND a TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNET1C- FACTORY FABRICATED "TEE" FITTINGS I TAPE N TYP. UNLESS OTHERWISE APPROVED. EXISTING GRADE 3D "a-1' 2. PIPE MATERIAL SHALL BE ONE OF THE 1=111=1I I- N TYP. TYP. FOLLOWING III=III-III- A. PVC ASTM-D3034, ASTM-C900 11-III- 11- O B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING III= x ,1 (STORM ONLY) THE FOLLOWING: II-II /� C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." III- - i=•ll•=i1*I � •- .• • -•. , • •-•"• • • -y D. PVC RIB MEETING ASTM D 1784 IL _ 6'MIN •=•U• FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." 1=1 • • • • • • • • • • • • • • • • • ••sU-�� NOTES: E. CPP MEETING AASHTO M252 III- ¢ • • • 00 • • •• • • • • • • • 00 • • • • • • ♦^• • • •• PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. F 'll= -1- • • • • • • • • • • • • • •.• . . •'! • - 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO III- ll. �A:- �JL ..,. .,.: APPROVED PUBLIC CONVEYANCE SYSTEM. III= . 11=11:=�i=. 4.=�_�'' ,=1i 4_=�_=RVL II=II 11 �' u 1=11.0 14.11��11i'� 11 11 RIP RAP, AS DETERMINED 2. FACILITY SHALL BE A MINIMUM OF 5' WIDE, MEASURED IN THE DIRECTION OF FLOW. III= NON-WOVEN GEOTEXTILE BY ENGINEER, As_BuILT I�= CAP SEE DRAWING #770 / 3. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, •�- PLUG GROUND COVERS, OR ANY COMBINATION THEREOF. �_�_� 1 tllJL 5/10/2023 PROFILE 4. A CONCRETE SPREADER, OR GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF EVENLY DATE-i 1 j=j� ik r;•= �filet o-,.= ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE LEVEL APPROVED CRAIG LARSON Veil �� •.�>-- SPREADER MUST BE HORIZONTAL AND AT AN APPROPRIATE HEIGHT TO PROVIDE SHEET FLOW DIRECTLY TO •-' ••r • •'41 • THE SOIL WITHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF RUNOFF. "-••- •'_•:'-:•.I. - -•- MINIMUM SLOPE FOR SPREADERS MAY BE CONCRETE PER CWS DETAIL #715. TRENCHES USED AS LEVEL SPREADERS CAN BE P:i_i e 3 4 -0 PIPE ZONE ._. ,.1. .=.._-- - 6" PIPE = 0.010 MATERIAL AS SPECIFIED NOTE: FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. ...=.. ...r_.•....'-..- - I _ 4„ PIPE = 0.020 ��V•VIP"�=dv•- 1. ADDITIONAL BMP'S ARE REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. ELEVATION RIVERSIDE SIDE SEWER / SIDE STORM \ OUTLET PROTECTION VEGETATED FILTER STRIP AT SCHOLLS CleanWater Services RIP RAP CleanWate\ Services CleanWate\ Services PIPELINE DRAWING NO. 520 REVISED 10-31-19 DRAWING NO. 820 REVISED 10-31-19 DRAWING NO. 770 REVISED 10-31-19 MEADOW 2 MANHOLE ACCESS , POINTS REQUIRED CLASS "B" CLASS "A" CONFIGURATION DETAIL INSTALLATION DETAIL ,�G� 1 �,,: SURFACE RESTORATION DETAIL A �` '' PROF , � �L `-J,I L AS SPECIFIED 1" PVC ANTI-SIPHON ��G I NFF� PIPE ADAPTER �; uunl) ��963PE O SEE STD I MOUND EXCESS NATIVE MATERIAL DRAWING 600 OVER TRENCH TO ALLOW FOR DRILLEI ANCHOR SETTLEMENT HOLE SHIELD STAINLESS BOLT "\44ha T-CUT ASPHALT REMOVABLE ■ O OREGON ALL SNOUTS AND TRAPS FOR CATCH DETAIL \IS =II1=11 -- WATERTIGHT EXPANSION CONE �, �O BASINS AND WATER QUALITY ANTI-SIPHON VENT =1 - EI I1=IIM�j•.,.. ACCESS PORT (NARROW END OUT) h 13. STRUCTURES SHALL BE AS PLAN _II__ _ _ - - - -II- - - - 10" OPENING MANUFACTURED BY: (EXTEND ABOVE HOOD MIN. 3' TO MAX. 24") d 1-11 =1 I I=11 -I I I= d - ' =1 I I- -1 I 1- I I=11I �/� . �P ' d I I 1-III-I I I-I I I-I 11- I-111 BEST MANAGEMENT PRODUCTS, INC. III-III•-III-III-III-� I-III=III- II-IIII II-I, DETAIL B EXPIRES: 12-31-24 53 MT. ARCHER RD. l _ _ a //j� _ _ 12" NATIVE TOP SOIL WATERTIGHT SEAL III-III-_III-III-III- // I-III-� LYME, CT 06371 SEE DRAWING #030 -III=1 'I I-III=I • / III=II'- IF TOP SOIL EXISTED ^'d-- 111-' -1I1=1I1={ 95% COMPACTION 90% COMPACTION I='' PRIOR TO EXCAVATION. FOAM GASKET W/_ (860) 434-0277, (860) 434-3195 -L� / / / =III-I WITHIN 36" OF , Ill (TRIM TO LENGTH) FAX TOLL FREE: (800) 504-8008, e. -I11-III- SURFACE / 1- II PSA BACKING(888) 354-7585 ° PIPE TYPE, SIZE, 1I-III=1l ° WEB SITE: WWW.BMPINC.COM "4 • AND CONNECTION -III= ° ° v Y/ / 41E11/ E UNDISTURBED fillikt MOUNTING •rwall PER PLAN, AS - NATIVE _ FLANGE = OR PRE-APPROVED EQUAL. _-_ APPROVED UNDISTURBED .II 90% COMPACTION MATERIALIII I MOUNTING FLANGE OUTLET PIPE o SEE DETAIL #260 EARTH BELOW 36"OF 1-1I STORM a FLOW I r ^ I OUTLET ° SURFACE �/ / III i� (HIDDEN) M -gi,„-. „IJII:-- I•I lII•I'".__.-..-.�I FLOW . FRONT VIEW SIDE VIEW o t:, , ' I// / Illi r a B i 18" DEPTH / / ILL Et, ANCHOR W/ (NI •• a 4 3/¢ -ROCKRUSHED I��1 SNOUT OIL-WATER-DEBRIS SEPARATOR BOLT DETAILS 09 INLET INVERT ELEVATION VARIES o MIN 0.20 FT ABOVE ' v ° / I NOTES: '' (SEE DETAIL A) OUTLET INVERT ELEVATION >, '.<.. 1 I / // 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURESEIME 1, ,1 a°• a I. / , SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS, INC. OR WATERTIGHT ft OIL Sc FLOATABLE I. ` d PRE-APPROVED EQUAL. CO . . T a d o L S ____f_ DEBRIS ON d SEASEE wrk o SURFACE CANNOT ' -F 60" MIN 84" MAX �'-•. d ��. 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN DRAWING 030 EXIT PIPE • / SUMP 3/4" 0 CRUSHED n COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" EBB 4 ' a 36" MIN ROCK PIPE ZONE ° 1/2 PIPE LAMINATE THICKNESS. 18" w 4. e 60" MAX 4 a 0.D. PLUS 6" .i w • a - e a 4 4 3. ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10", WATERTIGHT ACCESS ____r N • MANHOLE STEP I c ° _i__, PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE 3 •. _ :• t't! !'` CONFIGURATION DETAIL) SEE DETAIL 100 t I-I ,• , ,,:,,,,,,,,,„..,,....4 ,,,___ GASKET 0 d _ _ �, +,114.Y ti!Y l' 404 *Y�v;ti� 0+f - -I 11= . y, U " I III-I I�- Iy1•I�I'I - 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSEDFir�'11-11 �'� '� �•=Y�Y,-Y L �-Y III-III3/B -O Q ° PIPE BEDDING -III- •�•��•�•�T�1-III-III SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD a .8 ' :::::Plit;:niir t, 1 .! -.R •YY w I •. y ��1��•..1�1 I I I-III IIi- AND STRUCTURE p NOTES: � ,.; •.•Y..• •Y�•Y_,•Y�•Y 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" -III- Y • YI ..tYYI• •� i;� � � � �rI I 111=III=III„ FROM I.E. OUT. (SEE DETAIL B) 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF I-III ,:•.=�•�o_._&0. j1•. aft' aP•dP l•�: III-III i�- O ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING =111-1I- - - - - - -111-111=11 N NO. 010. 411=III-111-111=111-I11=III=II1-III=111-II1-III=1I- 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND �� A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. o -III 1 111I. ,;.111=1��11 1IIII1-I11111=1-I11III 111- I- TRENCH STABILIZATION: PACIFIC COMMUNITY DESIGN q 2. INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. I- L - I 1 IF REQUIRED, TRENCH STABILIZATION c� 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE Q 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPARATELY FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. BEST MANAGEMENT PRODUCTS, INC. 0 3. PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER AND PLACED PRIOR TO PLACEMENT 53 MT. ARCHER RD. cn SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH LYME, CT 06371 12564 SW Main Street 0 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY THE SUMP OF BEDDING MATERIAL. STAINLESS STEEL BOLTS AND OIL-RESISTANT GASKET. OUTLET PIPE SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. 36" MINIMUM 60" MAXIMUM TOLL FREE (800) 504-8008 (888) 354-7585 Tigard, OR 97223 60" M.H.= 58.9 CF 98.1 CF 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE WEB SITE: WWW.BMPINC.CINC.COM g 5. ANCHORING HARDWARE FOR THE HOOD SHALL BE EMBEDDED INTO 72" M.H.= 84.8 CF 141.3 CF NOTE: STRUCTURE'S WALL. (NOT WITHIN GROUT) WHEN ORDERING, SPECIFY IF THE STRUCTURE [T] 503-941-9484 CONCRETE; ANCHORING INTO GROUT IS NOT AUTHORIZED. 84" M.H.= 115.4 CF 192.4 CF 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. IN WHICH THE HOOD WILL BE ATTACHED IS [F] 503-941-9485 6. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO 10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER FLAT OR ROUND. PROVIDE SPECIAL DETAIL FOR VOLUME INSTALL THE PIPE IN A SAFE MANNER. SUPPLIED INSTALLATION KIT. 2 BE FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. REQUIREMENTS EXCEEDING 192.4 CF 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX KIT SHALL INCLUDE: N INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. A. INSTALLATION INSTRUCTIONS 7. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER PROJECT NO.: 144-001 5 SUMP VOLUME REQUIREMENTS OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 8. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE 20 CF/1.0 CFS OF INFLOW D. 3/8" STAINLESS STEEL BOLTS TYPE: CONSTRUCTION Q DESIGNED TO MEET H-20 TRAFFIC LOADING. 58.9 CF MINIMUM REQUIRED E. ANCHOR SHIELDS O REVIEWED BY: PRE 0 WATER QUALITY TRENCH BACKFILL WATER QUALITY MANHOLE (SNOUT) A C1eanWate\ Services DETAILS CleanWater Services MANHOLE (SNOUT) B CleanWate\ Services o DRAWING NO. 250 REVISED 10-31-19 DRAWING NO. 590 REVISED l0 31 1s DRAWING NO. 260 REVISED 10-31-19 v i 0 i . 30 3 SEVEN NO. 3 BARS Q RECESSED � 28 3/4" ► EXPANSION JOINT SEE STANDARD ONE NO. 5 TWO NO. 3 n AREA AT 5" O.C. DRAWING 320 EXPANSION JOINT 27 3 8' -Ill BAR BARS / FOR FRAME A A AND COVER Rivey�(+y( s e Home_i_ R.a a ° v a. . . ' " i i" i i , L I 4 MINIIIIMMII 4 IFd v. °— a� d , <, r _ . A 4 1( . 1;�� a ° TYPICAL " I I f I I i I I if I I II I( 1 I I I I I II II I 1 11 11 (i I i 1�I 1 d 4 '�� 4. a ° d REQUI OR RED c • a71, ;1. TYP. 5/$,EACH BOENDLTS f2 1/2" 1ST SUBMITTAL: 9/13/2021 4 �� BY LOCAL a• . - 1/4"V TYP a 4 Q , 2 ® _ 4 4 JURisDicnaN 4 ,. ° b . 2ND SUBMITTAL: 1 /27/2022 4 32 1/2" 3RD SUBMITTAL: 3/24/2022 iallj 4 a 4 e .. a' ° 2 1/2" X 1/2„ SQ. EDGE FLAT BAR 4TH SUBMITTAL: 5/5/2022 1I 4 SECTION A-A Taper d ° 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 I I I I .d• ° 4 5TH SUBMITTAL: 6/14/2022 2 �i1 2 PLAN VIEW STANDARD CURB AND GUTT- PLAN TYP. r ANGLE REVISIONS q SEE STD DRAWING NO. 320 ��■ .■ I NO. DATE DESCRIPTION FOR FRAME AND COVER. 1 1/2" OF FALL RECESSED CURB INLETS TO BE PROJECTED REINFORCED CONCRETE INSTALLED IN VARIES TO i GUTTER ACCORDANCE WITH DRAWING 310. MATCH CURB 3/4" LINE 6 -7 1/2" TYPE TYP I 6"± 13 1/2" a 4 TOP - OF 1 1/2 ° 4 PAVEMENT 2 1/2" T d f B 3/8" X 2 1/2" FLAT r [ 4a L 1, 1 1/2" i 2" II II II If II If"i 1 nImInImI_nIiI�Ia BARS ACENTER 8 ON n a ` NO. 5 BAR i— 111111r ___--....-0 6,, J NORMAL SLOPE 3 K MAXffi -_-.. ° OF PAVEMENT - �'e 111111111 B a' nAx d • 3" e a '' ® 16" , ROUOSS cr)VI ND IllI'I'I'I'I� CC m w N _ HAX • r'' 1 1/2" 2 1/2" BARS 3/8" <Li f< EP :°" HOLESE our. '�'"', f 32" 32" 'I'I'I' o U A' I ,. 7 a 6" MIN. TO 10" MAX. a 2 5/:" � o < FOR POURED IN - f t6„ ° '�45' 'I1I'I'I'I1I1 COty 0 <- PLACE OR 5" WITH RUMP 'I'I'I'I'I'I' ° i REINFORCEMENT + �� . 1111 WATERTIGHT SEAL FOR PRECAST a NO. 3 BARS SEE DRAWING 030. ' .- Q .a a a OPTION: CONST. JOINT= NO. 3 J 1/3 OF SURFACE AREA BAR-. ..,,,.., 25 1/2 'I'I'I'I'I'I' 28" 27" _ , _ 2" HI II al II al II , MI.LI.LI5 AS—BUILT MIN. 1 1/2" SECTION A-A SECT ON B-B a �2 1/2" B DATE 5/10/2023 SEE HOOK BAR DETAIL 3/8" X 2 1/2" 3/16" APPFiO� C RAI G LARSON NOTES: SECTION FLAT BARS EACH END TYPICAL BOTH ENDS OUTER • . I BARS AND EVERY SECOND 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. • INNER BAR 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. SECTION A—A :�< . NOTE: 3. PRECAST STRUCTURE TO BE APPROVED BY DISTRICT OR CITY. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE MIN. 1 1/2" REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE MEETING ASTM A-497. HOOK BAR FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 4. ALL POURED IN-PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND A SLUMP OF 2" TO 4". . • 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP DETAIL RIVERSIDE BELOW LOWEST PIPE INVERT. 6. FULL CURB EXPOSURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. GUTTED & CURB I \ LET GUTTER & CURB INLET CATCH CATCH BAST \ E' AVE A\ 3 G' AT- AT SCHOLLS BASIN (C G— 2) REINFORCEMENT C1eanWate� Services ( C G— 2) CleanWab Services C A TC B A S \ ( CC- 2) CleanWate rServices REVISED 10-31-19 REVISED 10 31 19 MEADOW DRAWING NO. 310 DRAWING NO. 320 DRAWING NO. 300 REVISED 10-31-19 B -4-1 28 3/4" 1111 27 3/8" 0 PROF •Z W- N28 s. ct�G1NFF�/ • ill CI- A • A SEE STD. DRAWING NO. 400 A I■ ■I A •- 1- 84963P FOR FRAME AND GRATE I � OREGON OREGON O L I, N C.- oh 13, ti 1 ini... FLOW 2 1/2" x 1/2" 32 1/2" 3„ w W r Lu N q/G L. LP ' / ,..N.:. / SQ. EDGE FLAT BAR t W H ct / J� I- oQ I,i EXPIRES: 12-31-24 1/4" / c0LU O (xo > Q o 3 16" 3" X 2 1/2" X 1/4" TYP. V 2 1/2"� W Q ZO C) Z = H x .: TYP, ANGLE TYP 0_ 0 ? W M c/) Z • 1/2" X 3" BOLTS N W OJ W ¢ 1■ 2 EACH END LL w B _ - * Q U E \ PLAN —1 -� 3/4" J az SECTION A—A i 11-1 HI I 1=1 11-11-11-11 I�I I- PLAN ¢ D M STORM "�' 4--\�\\'y� I . -- - 1—� TYP �^- W con Q w `3 w H 0 U W -� 1• MAX 30' _1 1 .. Q J DETAILS FINISH GRADE FLOW INVERT _ ' _ Lt.- J ¢ oN ' I+ °� U �� 0 LLIO M �� ¢ �z 6 1 / 0 p cn w z .". i MAXIMUM 27" 1 1/2" 1 1/2" Q W F LL O CC w T 2" MIN. 2" MIN. ® Cr Z (XO Z O ce Z 0 OD O °° off w �� ° I _ 6" FOR - } I. I- H rx z w w v 18" POURED IN U U_ ~- CC Z ¢ ¢¢ L _Ce 0 0 21" Z Z w ri MAX. a PLACE MAX. W w co �' z a O D ¢ o 5" WITH i '•. B 3 W O >>-- I j. LLL L o z O o\ w REINFORCEMENT L A0 0 = d _ -z 0 a w FOR PRE _ ,y I YI, z¢ w 1-oo 04 N ,id' 18"- CAST . 4 SECTION B—B J o m Z o N w w 3 y ®S�MP� • • A. 18" SUMP ZZ 0 �� QOo o "' ° Q -I 0 �� 0 �1 ¢-laNw Q I- ?6: • :,_ ' , 6"• •• �4• • -4-, ' '• ' °.• 0I- O o�3Pmp1-LLII • LI] Et / U ZF 0¢w ~ a ^ ° 2 1/2"x 1/4" SQ. EDGE FLAT BAR p p O_ P / * X U LliU U J Q ¢ L Z -----wl 6" F 241 6"f.:17 6" 27 3/8� 6"I 32" TYP. GRATE BAR (8 EA.) U Q 0 O_ ce z Q m I'd Q N u" Q 0 D LLI I- a _J o lgIIMM1110°111q) 0 31 1/4" Z W 0_ , W� Z UU0�o00 Q SECTION A—A SECTION B—B w Z Q�,3 a M > w O .0 oa U = ¢ N CC a a o x PACIFIC COMMUNITY DESIGN 3/16" I 4 ) (n W �Q W r`) p 00¢wCe E. NOTES: / TYP. 7 J * -a R m w gi 12564 SW Main Street �/ _Dw0w 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ' - 0 z O ¢ ix Tigard, OR 97223 O 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. I 0 - F_ X 0W a-¢ I zz0¢it I- [T] 503-941-9484 Nr 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 2 1/2" x 3/8" Q w w I— _ cD c�U w¢ z i WIRE MEETING ASTM A497 SQ. EDGE FLAT BAR 3" C. TO C. z m CO f o v w N wa m [F] 503-941 -9485 a� 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND a> - w �a;n6 U w < 1-ww¢vi=_iQ _c SLUMP OF 2" TO 4". PLAN _ 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH o W w>>w ct z w z0 } INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NOTE: a w o z D<N o p PROJECT NO.: 144-001 _o STANDARDS AS SHOWN ON DETAIL #400 () CeCea'7LLN-(n U Q FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 0 TYPE: CONSTRUCTION o z Ntei 4isi N REVIEWED BY: PRE C DITCH INLET 0 2DITCH INLET DETENTION POND 0.0 C1eanWater Services E R A M E AND GRATE CleanWate\ Services C1eanWate Services o DRAWING NO. 390 REVISED 10-31-19 DRAWING NO. 400 REVISED 10 31 19 DRAWING NO. 700 REVISED 10-31-19 v - Nr i _ a D3 . 04 0 4 z ENCAPSULATED USING WATERTIGH ONT SHRINKING SEAL R-I R iverside Homes GROUT. Z� u-° F PVC • e 1ST SUBMITTAL: 9/13/2021 PIPE CONSTRUCT CHANNEL ___A —WRAP GEOTEXILE OVER TOP OF TRENCH 0 2ND SUBMITTAL: 1 /27/2022 liVilk AND MIN 12" SHELF IN \\\FIELD, 1" FT SLOPE AND COVER WITH LAYER OF OPEN GRADED 3RD SUBMITTAL: 3/24/2022 \ \ DRAIN ROCK :r..'. WATERTIGHT SEAL (,L�,°�'" \\/\i, I HOLE 54 4TH SUBMITTAL: 5/5/2022 SANDED BELL • USING NON—SHRINKING ° •" \�\\\\\ HOLE 5 CROSS SECTION A 5TH SUBMITTAL: 6/14/2022 FITTING '.::� : GROUT. i s 5" MINIMUM ��\- INSTALL 18" PERFORATED PVC C900 @ S=0% / — — --- PIPE \\\�\\\ 2 0 FOR ENTIRE LENGTH OF TRENCH. a REVISIONS D. \\�\ PERFORATED PIPE TO HAVE (1) 2" DIAMETER CSP ^a \�\��1\�; 3 0 HOLE DRILLED EVERY HORIZONTAL FOOT. 0 D.LP a \\\ ROTATE THE HOLE LOCATED AT EACH I HOLE 4 NO. DATE DESCRIPTION PVC SANDED BELL \i a0 , A\\f TOP OF DISPERSION TRENCH/ \\\ice STATION BY 90' FROM PREVIOUS HOLE. SEE \\\�\\ MAINTENANCE ACCESS PATH PERFORATION DETAIL THIS SHEET. 2 ° i \\\, _ ELEV = 253.00 HOLE 4 CROSS SECTION a s" MIN. �/ • •• 2:1 SLOPE CONSTRUCT 18"TALL X 6" o \\ \�\ •- �/ \ •/ WIDE LANDSCAPE CURB AT ii-iiiiiii•, iiiyiiiiyo�iiiiii'iii ,:r \/\\` " ° •v fl 4° imp —a �j FRONT EDGE OF DITCH ATA ••OAiiN •••••e••••••••t•••••.•ti \i �' • e CONSTANT ELEVATION FOR0 HOLE 3 • y .. + ,. +• �•,•+• ,• •" >i �•�� • d • THE ENTIRE LENGTH OF THE KOR-N-BAND -. :yg�.: •�r - \ ° 1 INTERNAL ; • d, ° ° FLOW SPREADER. SMOOTH FINISHCHANNEL Vy —_ nAlp • • • • STAINLESSN i TO 3/4 VERTICAL HEIGHT , • 4 _ d • ° TOP OF CURB ELEV = 251.5 HOLE 3 CROSS SECTION STEEL BAND OF PIPE ; ° •v ° ditSi �� 12"CO MINIMUM OF 3/O o" P < 4 • v TOP FLOW SPREADER 1 COMPACTED BASE ROCK PI • • HOLE 2 INTERCEPT = \\ , •fir / i\ \;\ \��, PIPE ' I- 0 .„„, • 1.5 Is • ® d • • • • i \\\!� o A\ A, ) WATERTIGHT SEAL r),c>. • /mod > \° �\ • o° 4- USING NON SHRINKING am \� • \_� • \_ Lin b GROUT. ° • • c %� HOLE 2 CROSS SECTION '\ ) '� - \\� A 0 HOLE 1 FLEXIBLE :w, .,- CONNECTOR ° RIBBED \� •• ° ° ° _ As_BuILT KOR—N—SEAL BOOT PIPE 11111111111111 I - DATE 5/10/2023 �.00' 0 APPROVED CRAIG LARSON NOTES: GASKETS LINE SIDE AND BASE OF TRENCH WITH 8 OZ CONSTRUCT CUTOFF FILL DITCH WITH HOLE 1 CROSS SECTION PERFORATED ROLL OUT SECTION �-:.. • - NON-WOVEN GEOTEXTILE FABRIC WALL AT BOTH ENDS CLASS 100 RIPRAP 1. ALL PRE-CAST MANHOLE SECTIONS SHALL a': • `• OF PERFORATED PIPE CONFORM TO THE REQUIREMENTS OF ASTM -•a • - C-478 AND APPLICABLE PROVISIONS OF INFILTRATION / FLOW PERFORATED PIPE HOLE STANDARD DRAWING NO. 010. 2. ALTERNATE METHODS TO BE APPROVED BY 1 DISPERSION TRENCH (2 LOCATION DETAIL CITY/DISTRICT. BBED PIPE WIT- CASKETS RIVERSIDE 3. BOOTS TO BE SIZED PER MANUFACTURER'S NOT TO SCALE NOT TO SCALE RECOMMENDATIONS/SPECIFICATIONS. AT SCHOLLS MA\ — OL= CO \ \ -CT0\ S MEADOW CleanWate\ Services DRAWING NO. 030 REVISED 10-31-19 ,-- BENTONITE TRENCH j PLUG TO EXTEND A PIPE OUTFALL 3' i MINIMUM OF 1 INTO PROFF \\Ir RIP RAP SLOPE UNDISTURBED UNDISTURBED GROUN PROTECTION GROUND I I 9�IL ,�G I NFF•Q/ 6" HIGH CONCRETE CURB OR CONCRETE HEADWALL 84963PE AT END OF PIPE. o�� rya, i i;% ,. . ,.�;�, :s t•,„:„.:.ly.:,,..:.:.: ,:Y.:: >:.•:<s •• o OREGON 8" HIGH CONCRETE CURB ch 0' &EDP,��.� � C,1t 13, > 1, 14835 SW 72nd Avenue STORMWATER POND STORM PIPE TRENCH q/G L LP ' GEOPRCIFIC Portland, Oregon 97224 STORM PIPE WIDTH Tel: (503) 598-8445 BERM DETAIL EXPIRES: 12-31-24 BASE OF `" "• WATER - WATER- 7.0' %% rW QUALITY QUALITY SWALE — 0.5' (TYP.) vSWALE BENTONITE TRENCH STORM CO TOP WIDTH OF UNDI TURBED GROUND PLAN PLUG TO INTERRUPT WATER IN SWALE y BEDDING AND BACKFILL DETAILS N O CV O o TRENCH WIDTH 1'MIN. Berm constructed of STB or Baker Slope Face (3H:1V max.) Reject Rock with 20% fines (minimum) BENTONITE TRENCH co 0 Up to 1 foot of Growing Medium PLUG TO EXTEND A .* * w May Be Incorporated CONSTRUCT 6" THICK, FLAT CONCRETE MINIMUM OF 1'INTO Y p UNDISTURBED GROUN F7//,cn it 7 Feet I� SPLASH PAD OVER 4" BASE COURSE 6 2'MIN. N3N'w: 3j.�V Top Of Pond Water 8" HIGH CONCRETE CURB r/ � ��yj ED E OF TRENCH � /5 A PleAD Q ;• G EXCAVATION 4 Y/J, PIPE ,,..4 vv, w 1 \• �`� � � o.D. Original _ ! '`` °..4 Ground Surface // 3 Feet Bottom of Pond , �ND % ' y//��d� �,. .. 1.5'MIN. PACIFIC COMMUNITY DESIGN CO IR / t l'''AZ/ /.417 o Pond Outfall 3 Foot deep . 'X'��•.,t// • ••�♦• ' 12564 SW Main Street 100' Flow Spreader Keyway BASE OF TRENCH UNDISTURBED Tigard, OR 97223 EXCAVATION GROUND [T] 503 941 9484 SECTION A-A [F] 503-941 -9485 a) 5 PROJECT NO.: 144-001 SD Q TYPE: CONSTRUCTION 0 ., o 10 BETONITE TRENCH PLUG DETAIL REVIEWED BY: PRE APPROXIMATE SCALE 1 -10 DETAIL WATER QUALITY 2 555 Li i i, 0. SWALE STILLING BASIN ^4CIFIC COMMUNITY / NOT TO SCALE ' "" Project: Riverside at Scholls Meadow Project No. 21-5693 FIGURE 3 o Tigard, Oregon Nr i 0 i D 3 41. 0 5 2 J L , 1 , J , , J) SW JEAN LOUISE ROAD _., u �, a w i = a a a Z Ir o m n U 3 a o �, 3 .v R—1 Riverside Homes N r ! 2 SW GRAND ST oE ° 0 - 1ST SUBMITTAL: 9/13/2021 4 5 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 SSLN-A _ ° 3RD SUBMITTAL: 3/24/2022 SEE SHEET 402 SSMH 4TH SUBMITTAL: 5/5/2022 l a —, 1 SS06D082, 5TH SUBMITTAL: 6/14/2022 ® N I SSMH A2 3 0 ® l 1 REVISIONS TRACT H v, z o_ NO. DATE DESCRIPTION n ss I Lss — �o GENERAL NOTES: 2+00 b�4`6� .o o -� SSLN-A I I �i° 1. ITALIC STATION LABELS INDICATE PIPE O 4+00 SD 3+° �� ,N '�� , STATIONING. SW 175TH AVEO \ /mm\ \ 1/mm\ Er 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS I - \ OTHERWISE NOTED. ) ) I 11):9 V I TYP. / i ° SANITARY NOTES: / 10 9 8 7 6 ° O NO 0ALL10, SANITARY MANHOLE PER CWS DWG I I O INSTALL 4" PVC SANITARY SEWER LATERAL I ® S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. AS-BUILT . I . i I I SSLN-A - PLAN O CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARBON SCALE: 1" = 40' SANITARY LATERAL TABLE COLLAR PER CWS DWG 020, SHEET D4.02. LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL LOT 5 1+33.76 (SSLN-A) 27.00' 22.51% 257.664 PVC RIVERSIDE LOT 4 1+55.76 (SSLN-A) 27.00' 21.35% 257.460 PVC LOT 6 1+27.76 (SSLN-A) 41.00' 13.37% 257.039 PVC AT S C H O L LS LOT 7 1+58.76 (SSLN-A) 41.00' 13.45% 257.224 PVC MEADOW LOT 8 1+87.76 (SSLN-A) 41.00' 12.64% 257.040 PVC LOT 9 2+15.76 (SSLN-A) 41.00' 11.08% 256.540 PVC LOT 10 2 .86 (SSLN A) 2, 41.00' 9.04% 255.836 PVC 42 42.7G (.f LN d) 270 270 , D PROFF , 4" PROPOSED EXISTING GRADE ® �S �G I NE - FINISH GRADE ® F, 4' �� SANITARY LINE CENTER SANITARY LINE CENTER STORM LATERAL I 84963P TYP _ (� o EGON 12" PROPOSED STORM — — � 260 _ _ _ _ _ _ - - - - 260 och 13, `i� c _ _ — u ' j 4" SS/12" SD — '9/G L . `p ' LR — -=8" PROPOSED WAT5.00'ER EXPIRES: 12-31-24 250 187.76 LF 8"(PVC) fi 250 ® S=0.0050 a 4" PROPOSED Z o J 3 SANITARY LATERAL, a SSLN -A I� v, TYP. Z bi z 240 ° w M Ln 240 _ h " ` . PLAN AND PROFILE rl L N N N � LNr, I N �} N W n N ~ I C) N W O rM N U N H Q Z N Z .p • > O M N II aZ Q = II Q II N W_ W O + _ �+ \p Z 5 co' LLLJ LLJ t5l, 't L% I— t - = N I- II N W OW v, v, v, 00 W Q Q CO � � 230 N � � � - °° °° 230 O N O 2 225 I-- CLASS 'B' GRANULAR BACKFILL Et BEDDING -10 225 3+00 2+00 1 +00 0+75 0 uJ w Co I 1 1:SSLN-A - PROFILE L4 i,,ir ? HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PACIFIC COMMUNITY DESIGN Co O V 12564 SW Main Street Tigard, OR 97223 ob [T] 503-941 -9484 , [F] 503-941 -9485 0 PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION REVIEWED BY: PRE I) i il) 40 1 o SCALE 0 40 0 20 40 i o 1 INCH = 40 FEET i �o a z SW JEAN LOUISE ROAD 1 r r . . . r ' r 0 > Z_ J w W M a = < >'' > - z = Fo z ^ z o F - _ 3 a N N - u — `J 3 N s R-1 Riverside Homes N x 2 SW GRAND ST W >- - 0 x 1ST SUBMITTAL: 9/13/2021 3 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 x 1 2 SSMH 4TH SUBMITTAL: 5/5/2022 A2 SSLN-A 5TH SUBMITTAL: 6/14/2022 0 SEE SHEET 401 x T P. II REVISIONS 8.00' • =f PUE, TYP.1 0 — ) ® > — — — — — — �—�3 = \ NO. DATE DESCRIPTION /' —\.T1 �' � �/ SSLN-A N M � GENERAL NOTES: 3 10 00 O 55 as ss11 00 • b 1. ITALIC STATION LABELS INDICATE PIPE �_ STATIONING. 2.•- L_ M ® T SW GRAND STREET 0- PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. O® 0 P TRACT H 0 I SSMH 0 x A3 oSANITARY NOTES: SANITARY LATERAL TABLE 0 INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. SSLN-A - PLAN LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL 0_ INSTALL 4" PVC SANITARY SEWER LATERAL SCALE: 1" = 40' ® S=0.0200 MIN. PER CWS DWG NO. 520, LOT 1 3+85.44 (SSLN-A) 27.00' 5.75% 255.130 PVC SHEET D4.01. SEE TABLE THIS SHEET FOR LOT 2 3+58.94 (SSLN A) 27.00' 6.69% 255.107 PVC LATERAL INFORMATION. /\S_BUILT LOT 3 3+35.94 (SSLN-A) 27.00' 6.89/ 255.041 PVC DATE 5/10/2023 7.349b APPROVED CRAIG CARBON RIVERSIDE AT SCHOLLS MEADOW EXISTIING GRADE @ STORMLINE CENTER 270 FINISH GRADE g 270 STORMLINE CENTER 4" PROPOSED \ �� PROF4 , STORM LATERAL, TYP.7/-12" PROPOSED STORM is. 8496 PEWa_ 0 OREGON O QO c6 13, E J 4" SS/12" SD q/C L . k-P'' 250 —>-- — 3.12' CLR I 250 EXPIRES: 12-31-24 106.27 LF 8" (PVC) a _ 'C S=0.0105 J o J w 8" PROPOSED WATER o z Z J 240 o W - ^ —4 PRuvu�tu " I- 240 L • r o N SANITARY LATERAL, ° U . N M + LC) g1- TYP. N � i< hNIL SSLN -A Qoo + � �- N ,- o � I� PLAN AND PROFILE Z + N O Q Z N N Z 0 2 u Q u ii w = u n u w w v5i1 � H < Q � E 230 NN � N � � `Av''�? `Aceuq 230 a 228 �—CLASS 'B' GRANULAR BACKFILL Et BEDDING-� 228 4+25 4+00 3+00 2+65 Coco O Co O T 0 2 SSLN-A - PROFILE Co Co HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Lw ui 0) 3 a z N PACIFIC COMMUNITY DESIGN CV Co V 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE P P_ o SCALE 6) 402 0 40 0 20 40 Co Co m m 4 1 INCH = 40 FEET i 0 a z J L , 1 , , J) SW JEAN LOUISE ROAD r , . r , r 0 w w Ni a > < - O N Nz Z N - d: 3 Q n N- U N N ---- ..........„3 w .,, _, ` . 2 RA Riverside Homes L SW GRAND ST LU 7 �- ® ' I I I I 1 _ r__.) >- - .a o 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 l0 4TH SUBMITTAL: 5/5/2022 a 11 12 13 14 15 5TH SUBMITTAL: 6/14/2022 6Y 1 a SSMH SSMH REVISIONS B2 TYP SSO6D080 l O 0 o O NO. DATE DESCRIPTION �_ � - - - - GENERAL NOTES: m /. •m >; 1. ITALIC STATION LABELS INDICATE PIPE -Ir .�/ --1 - --= - - .9. ' STATIONING. SW 174TH LOOP 2�/ 4_ C `►1 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS D ` SSLN-B ��.i+00 s,� 0, W w 11+00 w 111166... t�i OTHERWISE NOTED. / ;/ .0 L., :i rii".1.MaiNir 111M OWLMIF // c:, / 8.00' SANITARY NOTES: //7 / / 0 PUE, TYP. / TY'. 0 INSTALL SANITARY MANHOLE PER CWS DWG • / H NO 010, SHEET D4.01. / 20 19 18 17 16 1 0 INSTALL 4" PVC SANITARY SEWER LATERAL •o`' / / �/ / ® S=0.0200 MIN. PER CWS DWG NO. 520, / 'TRACT A ' SHEET D4.01. SEE TABLE THIS SHEET FOR // LATERAL INFORMATION. AS-BUILT ' // 4 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 , I I I lV I I DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARBON COLLAR PER CWS DWG 020, SHEET D4.02. SSLN-B - PLAN SANITARY LATERAL TABLE SCALE: 1" = 40' LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL LOT 11 2+53.08 (SSLN-B) 27.00' 20.23% 257.384 PVC RIVERSIDE LOT 12 2+19.65 (SSLN-B) 27.00' 25.32% 257.739 PVC LOT 13 1+97.15 (SSLN-B) 27.00' 27.05% 257.519 PVC AT SCROLLS LOT 14 1+53.15 (SSLN-B) 27.00' 29.69% 256.892 PVC MEADOW LOT 15 1+31.15 (SSLN-B) 27.00' 30.93% 256.558 PVC LOT 16 1+28.15 (SSLN-B) 41.00' 20.96% 256.709 PVC LOT 17 1+56.65 (SSLN-B) 41.00' 19.78% 257.094 PVC 270 270 LOT 18 1+94.15 (SSLN-B) 41.00' 18.39% 257.663 PVC EXISTING GRADE ® • FINISH GRADE C� STORMLINE CENTER LOT 19 2+23.15 (SSLN-B) 41.00' 16.90% 257.939 PVC �� PR�F STORMLINE CANT 12"PROPOSED . KEG 1 NEW STORM LOT 20 2+55.65 (SSLN-B) 41.00' 13.29% 257.5 PVC 84963PE G�i_ ,t 14.08% 257.773 y{�,�,� 260 - - - - - - � - - � 260 � OREGON 0 8" PROPOS D WATER c,°6 13' `o C �� 4" PROPOSED q/G LJ „ 14.61' CLR STORM LATERAL, EXPIRES: 12-31-24 TYP. 250 , , 250 161.15 LF 8 (PVC) ® 5=0.0 05 ---'- m O Z -- r 71 O 240 4" ROPOSED 240 "' o "' N SANITARY LATERAL, b m Z _ _ SSLN - B N o - - . H TYP. N u, a, PLAN AND PROFILE 00 = N N O W co 5a ate ``' siD CD oN E 230 T = 74 Z N a, „ ww230 a 5Ia- 1- � - co V to to - to E OO CO N 225 1' CLASS 'B' GRANULAR BACKFILL Et BEDDING -I 225 a 3+00 2+00 1 +00 0+75 0 0 2 a 0 1- w w SSLN-B - PROFILE I 2: 3 I HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' �� PACIFIC COMMUNITY DESIGN o 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 -, [F] 503-941 -9485 0 PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION a REVIEWED BY: PRE 0) P_ 0 0 SCALE NI- -,r 40 0 20 40e 403 i o a 1 INCH = 40 FEET z J L , 1 , J , , J) SW JEAN LOUISE ROAD 0 w a _ > > - F z I o - g ^ z N z 3 N N N N -, • 2 R-1 Riverside Homes ! 7// 21 II SW GR ND ST 00 1ST SUBMITTAL: 9/13/2021 KEY MAP 2ND SUBMITTAL: 1 /27/2022 / / 22 23 24 25 26 27 ° 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 o / i SSMH I SSMH 5TH SUBMITTAL: 6/14/2022 I C2 8.00' SS06D078 PUE TYP. ° O REVISIONS NO. DATE DESCRIPTION !� • -_- - 1MI „ -/ ��% _ /I I\ y v \ , I ° '.\° _ _ GENERAL NOTES: i .� F- i O�� XS 1. ITALIC STATION LABELS INDICATE PIPE SW SABRINA AVE 2tDo SSLN-C1 , PI,* 3+24 3 00 I ) ti�� STATIONING. -} I I SD I SD SD O - XSD SANITARY LATERAL TABLE .► `� W ® \J11+00 W 12+00 I w 13+J�� MX- 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS �, N N '�' N VA •+� LOT # STATION LENGTH SLOPE IE @ LOT MATERIAL OTHERWISE NOTED. LOT 21 3+11.28 (SSLN-C) 30.82' 15.87% 263.886 PVC .� o i r: LOT 22 2+78.28 (SSLN-C) 30.14' 21.42% 265.004 PVC �^ I 0 28.54' 24.59% SANITARY NOTES: _i • LOT 23 2+55.70 (SSLN-C) 265.262 PVC rn TYP. 29.68' 23.(A% LOT 24 2+11.68 (SSLN C) 28.77' 25.87% 265.093 PVC 0 INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. 0 34 33 32 31 30 29 28 LOT 25 1+89.11 (SSLN-C) 28.31' 25.93% 264.688 PVC 0 INSTALL 4" PVC SANITARY SEWER LATERAL LOT 26 1+46.26 (SSLN-C) 27.42' 23.81% 263.300 PVC ® 5=0.0200 MIN. PER CWS DWG NO. 520, . 1 SHEET D4.01. SEE TABLE THIS SHEET FOR LOT 27 1+23.73 (SSLN-C) 28.356.96' 21.64% 262.7262.302 PVC LATERAL INFORMATION. AS-BUILT 2 ��I o • 1 LOT 28 1+11.74 (SSLN-C) 49.30' 11.00% 261.727 PVC 000NNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 I DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARBON LOT 29 1+53.75 (SSLN C) 48.44' 14.43% 263.9 PVC COLLAR PER CWS DWG 020, SHEET D4.02. SSLN-C - PLAN 13.85% 263.579 SCALE: 1" = 40' LOT 30 1+81.75 (SSLN-C) 45.95' 15.76% 264.490 PVC 17.86' 1 5.13% LOT 31 2+35.24 (SSLN-C) 46.76' 15.66% 265.290 PVC LOT 32 2+52.71 (SSLN-C) 46.40' 15.24% 265.276 PVC RIVERSIDE 12.73% 264.5 LOT 33 2+85.72 (SSLN-C) 45.72' 13.78 G 264.950 PVC AT S C H O L LS LOT 34 3+18.72 (SSLN C) 4�8�./3�8�'. 10 9.54%.254G 263.709 PVC MEADOW TJ�t• 280 280 FINISH GRADE - - _ EXISTING GRADE CR STORMLINE CENTER_ _ - - - - _ STORMLINE CENTER 5RA /�270 270 , ��I n \ 4963 Pp,E 8" PROPOSED WATER I o OREGON 0 - -a 12" PROPOSED STORM 4" PROPOSED C,1<jq/h 13, � 260 STORM LATERAL, 260 0 L . LP r . . TYP. EXPIRES: 12-31-24 4" SS/12" SD 224.22 LF 8" (PVC) - 2.42' CLR @ S=0.0135 J 4" PROPOSIEtD 250 N - SANITARY LATERAL, - 250 co a' TYP. r ri N O N J N �+ N II in• Z Z- SSLN -C U _O Z M .Np O ,- N = II m II II W r. c0 ., v pp 240 Ln � - LnFe � o •� oo � N 240 PLAN ANDPROFILE p O O O• N F- U N , Z �+ Z = II = II N W W r. VN N ul N E W W N 230 I+ CLASS 'B' GRANULAR BACKFILL Et BEDDING I 230 0 3+50 3+00 2+00 1 +00 0+75 0 U) 0 I- w w N 0) SSLN-C - PROFILE Fillip z HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PACIFIC COMMUNITY DESIGN 12564 SW Main Street U) Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 U) v) PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE I) P_ 0 o. SCALE 40 0 20 40e 404 NI- o 0_ 1 INCH = 40 FEET z J L , 1 , , J) SW JEAN LOUISE ROAD -• r ` r S r i o .w in_ w > �_ w > _ - w w rv, = = < > > - o I z N z o _ F Z Z vN - d N _ Q N N _ - N N L, -, \ 2 RA Riverside Homes SW G ',ND ST ow �1 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 41-1-1SUBMITTAL: 5/5/2022 Hf N 35 36 37 38 39 40 41 _ 5TH SUBMITTAL: I REVISIONS 6/14/2022 SSMH SSMH D2 8.00' SS06D085 .uiti: z PUE, TYP. ° v I 4 0 NO. DATE DESCRIPTION -1 1111 Q.:__ .-/ m -- --- _ GENERAL NOTES: �� IV /I �� / 1. ITALIC STATION LABELS INDICATE PIPE 18- 10 SW 172ND AVE 0 1 1 1 f I SS - ' i S O✓,. ! STATIONING. �� , 3+27 3+00 12T _ SSLN-D L 1►-� - SANITARY LATERAL TABLE `� W 11 0 SD W S�-` �� 12 00 W D W 1.3+ 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS \ /.."Inn / `' LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL OTHERWISE NOTED. 1 - _ - - _ LOT 35 3+16.53 (SSLN-D) 27.00' 9.84% 263.500 PVC I / � LOT 36 2+83.53 (SSLN-D) 27.00' 13.59% 264.380 PVC SANITARY NOTES: TYP. LOT 37 2+61.53 (SSLN-D) 27.00' 15.79% 264.885 PVC O INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. O INSTALL 4" PVC SANITARY SEWER LATERAL 48 47 46 45 44 43 42 LOT 38 2+17.53 (SSLN-D) 27.00' 18.04% 265.316 PVC o LOT 39 1+95.53 (SSLN-D) 27.00' 17.67% 265.129 PVC ® S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR ° LOT 40 1+51.53 (SSLN-D) 27.00' 14.83% 264.188 PVC LATERAL INFORMATION. AS-BUILT i LOT 41 1+29.53 (SSLN-D) 27.00' 12.74% 263.535 PVC 04 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 ��` DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG LARSON I LOT 42 1+26.53 (SSLN-D) 41.00' 8.00% 263.362 PVC COLLAR PER CWS DWG 020, SHEET D4.02. SSLN-D - PLAN LOT 43 1+54.53 (SSLN-D) 41.00' 10.05% 264.315 PVC SCALE: 1" = 40' LOT 44 1+92.53 (SSLN-D) 41.00' 9.33% 264.173 PVC LOT 45 2+20.53 (SSLN-D) 41.00' 2.00% 261.320 PVC RIVERSIDE LOT 46 2+58.53 (SSLN-D) 41.00' 10.54% 264.934 PVC AT SCHOLLS LOT 47 2+86.53 (SSLN-D) 41.00' 8.44% 264.182 PVC LOT 48 3+19.53 (SSLN-D) 41.00' 5.39% 263.066 PVC MEADOW 280 280 EXISTING GRADE @ 4" PROPOSED STORMLINE CENTER STORM LATERAL, FINISH GRADE TYP. STORMLINE CENTER F 270 270 -41 ' 84963PE �� r� 1 (1(1-1-'?' -• .4.Ap.J..A4---- o OREGON 8" PROPOSED ATER ch ti� 13, 1 i i ' /' 12" PROPOSED STORM ,q/G L `P 260 - 1 - - _y 260 _4" SD/8" SS 226.84 LF 8" (PVC I ) EXPIRES: 12-31-24 0.24' CL.R S=0.0040 -� 0 4" PROPOSED o z Z SANITARY LATERAL, 250 N TYP. _1 - 250 so • w W 00 o Z N Z N � 'aN• ^ D i II ^ t SSLN - D 0 O Q + W M co. 0, � in �I ^ a � S0wON D PLAN AND PROFILE M 240 = II N II r' W_ W V N i ^ I- - I V1 In N FC Co CO Q M V co [- CLASS 'B' GRANULAR BACKFILL Et BEDDING -1 CV 230 230 3+50 3+00 2+00 1 +00 0+75 0 o UJ w w a SSLN-D - PROFILE 3 FLIiiii O HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PACIFIC COMMUNITY DESIGN N 12564 SW Main Street Tigard, OR 97223 Co [T] 503-941 -9484 , [F] 503-941 -9485 0 PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION Co REVIEWED BY: PRE C P_ 0 Co i SCALE 40 0 20 40e 405 o 0_ 1 INCH = 40 FEET z J L , 1 , J , , J) SW JEAN LOUISE ROAD 0 w a w a �_ - _ = > a a = o z 1 z •N z o F — E z m N - N - u a N N ,,, —, . R-1 Riverside Homes ----i.....„,___)N ( Si' • 0 SW GRAND uJ o (--) (---) cc 0 IIA`CT E I ._4 I 0 I II 1ST SUBMITTAL: 9/13/2021 - KEY MAP e 2ND SUBMITTAL: 1 /27/2022 o I 3RD SUBMITTAL: 3/24/2022 73 D I 4TH SUBMITTAL: 5/5/2022 . 0 5TH SUBMITTAL: 6/14/2022 ■ m49 50 51 52 53 54 55 i � REVISIONS i SSMH SSMH SSMH 8.00' T P. E2 SS06D087 NO. DATE DESCRIPTION E3 PUE, TYP. 0 0 0 GENERAL NOTES: o , i� 0 _ t — — — - - 1. ITALIC STATION LABELS INDICATE PIPE Mk STATIONING. E-A %y. 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS Os $W 171 S i AVENUE O�_ +moo I SS --� Ss 5�b-��r �� OTHERWISE NOTED. 2+00 _ SSLN-E ':.� p I SD SD SD I SD - ��D XS 0 1 Q+00 W ® * 11-00 M /n 1/00 t I M ® ' -� )MI �„<.1 .,._, � .. o .. +I I . . . , I I 1 I I I 11 I I I I LA 7I I I II SANITARY NOTES: 0 INSTALL SANITARY MANHOLE PER CWS DWG SSLN-E - PLAN NO 010, SHEET D4.01. SCALE: 1" = 40' 0 INSTALL 4" PVC SANITARY SEWER LATERAL ® S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. AS-BUILT 04 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG LARSON SANITARY LATERAL TABLE COLLAR PER CWS DWG 020, SHEET D4.02. LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL LOT 49 3+16.88 (SSLN-E) 27.00' 9.87% 263.720 PVC LOT 50 2+83.88 (SSLN-E) 27.00' 15.27% 264.499 PVC RIVERSIDE 280 280 LOT 51 2+61.88 (SSLN-E) 27.00' 18.04% 264.796 PVC AT S C H O L LS FINISH GRADE ® EXISTING GRADE I LOT 52 2+17.88 (SSLN-E) 27.00' 21.04% 264.702 PVC STORM CIF CEMTFR STORMLINE CENTER _ _ MEADOW / LOT 53 1+95.88 (SSLN-E) 27.00' 20.00% 263.970 PVC 270 _ - - - - - - - �- - - - 270 LOT 54 1+51.88 (SSLN-E) 27.00' 19.46% 262.920 PVC ,,,\ , LOT 55 1+29.88 (SSLN-E) 27.00' 20.98% 262.880 PVC -71 8" PROPOSED WA-ER [ , , 260 --"-----------12" PROPOSED STORM 260 PROF 4" PROPOSED 48496214.01 LF 8" (PbfCj� 3PE J Ill ® S=0.02051 b J Z 4" PROPOSED 250 r N 8 SANITARY LATERAL �/ g 37 LF 8" O 250 oc�RE30NL0 aW M N N TYP. @ S=0.0200 '9/G `P ' o ^, oo .o M ++ < N co m _ W 1- M � O EXPIRES: 12-31-24 2 II in II N W 240 o Z -- 240 �N o• w M N '0 .O NI Ln --I W Os) > c0 r. cV r O Z- Z wClQo � ZZO N SSLN - E = II II W W W co 0 O N `< ZRQ � - - - V) H r _ ° c) .0 Cu- 9`O-� cV 230 �, 230 � � a0 '" = PLAN AND PROFILE = II N II T W W vl v% E 00 00 o v 220 CLASS 'B' GRANULAR BACKFILL Et BEDDING _ 220 N 3+50 3+00 2+00 1 +00 0+75 0 N 0 >- 0 V LU LU LU S u, SSLN-E - PROFILE a - HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Plot w PACIFIC COMMUNITY DESIGN 12564 SW Main Street 0 Tigard, OR 97223 [T] 503-941 -9484 -, [F] 503-941 -9485 0 v-) PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION U) o REVIEWED BY: PRE P_ 0. SCALE 40 0 20 40e 406 NI- o 0_ 1 INCH = 40 FEET z JL , 1 , , J) SW JEAN LOUISE ROAD r , . , . r \ r 0 w a w > �_ WNi�/'� = ~ a >`' a - q) I N. \ �. z N - O m im ^ U 3 a !N N �, R-1 Riverside Homes ` N I N w � ! � ! W I r •, SW GRAND ST Z LiJ �_F��. r__) r__) 1 tr-��1AOF >- - to r:! JJ VI N1ST SUBMITTAL: 9/13/2021 Lt1W � it�, KEY MAP0 2ND SUBMITTAL: 1 /27/2022 i•.03RD SUBMITTAL: 3/24/2022 SSMH SSMH- 4TH SUBMITTAL: 5/5/2022 F E2 1S506D087 SANITARY LATERAL TABLE 5TH SUBMITTAL: 6/14/2022 TYP. 1 L�EXISTING PGE DRY 1 0 7.00 Ili , I UTILITY TRENCH LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL REVISIONS SSLN-G I 63 62 61 60 59 58 57 56 1 ,, I LOT 56 2+02.00 (SSLN-F) 17.00' 14.41% 260.7 PVC 20.00' SANITARY SEWER AND 15.71% 260.967 NO. DATE DESCRIPTION SEE SHEET 409 r '1 WATERLINE EASEMENT - 15.75% I \� LOT 57 2+51.49 (SSLN-F) - 17.02' 13.30?G 261.175 PVC GENERAL NOTES: T SW TREE FARM TERRACE I I i�i�i 15.97% 1. ITALIC STATION LABELS INDICATE PIPE "' ♦♦ LOT 58 2+71.49 (SSLN-F) 17.03' 0 261.419 PVC -I-� Z ,�l ►... 12.02E STATIONING. 6 ,. �, - +- I I imp", �:�i� 16.20% LOT 59 2+91.49 (SSLN-F) 17.04' 261.664 PVC 4+00 7+oo 10.71°C O I s 1 O is ss i a SL-1., 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS J sr -- SU SU SU �' �� 16.49% OTHERWISE NOTED. M M M iv, 1 I a►�� LOT 60 3+17.49 (SSLN-F) 17.05' 261.982 PVC 9.08% SSLN-F -1'p 0►�� ►• LOT 61 3+43.49 (SSLN-F) 17.07' 2.00% 262.273 PVC ra - Z (- I O O O� LOT 62 3+63.49 (SSLN-F) 17.08' 2.00% 262.473 PVC SANITARY NOTES: -n SSMH SSMH SSMH LOT 63 3+83.49 (SSLN-F) 17.09' 3.36% 262.906 PVC INSTALL J c F3 F2 F1 O LOT 72 4+39.33 (SSLN-F) 23.00' 2.00% 262.911 PVC NO 010E SANITARY MANHOLE PER CWS DWG SHEETD4.p 1 72 74 75 76 77 78 79 1.30% 262.4 0INSTALL 4" PVC SANITARY SEWER LATERAL LOT 73 3+73.50 (SSLN-F) 22.92' PVC 2.00% 262.690 � z ® S=0.0200 MIN. PER CWS DWG NO. 520, m 73 1- 4 _ LOT 74 3+55.53 (SSLN-F) 22.95' 2.00% 262.510 PVC SHEET D4.01. SEE TABLE THIS SHEET FOR _ -, SSMH o LATERAL INFORMATION. AS-BUILT - - �- - - - - - - - - F4 - T LOT 75 3+14.50 (SSLN-F) 22.95' 7.67 G 260.823 PVC 21 I - _ _ O4 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 - l - --- oi I LOT 76 2+98.53 (SSLN-F) 23.00' 7.63% 260.7 PVC DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARBON 5.71?G 261.308 SSLN-F COLLAR PER CWS DWG 020, SHEET D4.02. SEE SHEET 408 SSLN-F - PLAN LOT 77 2+74.50 (SSLN-F) 22.97' 5.35%6.85% 261.0160 PVC SCALE: 1" = 40' LOT 78 2+58.53 (SSLN-F) 23.00' 3.93% 259.5 260.811 PVC 7. cY LOT 79 2+27.50 (SSLN-F) 23.00' 9.15% 260.462 PVC RIVERSIDE AT SCHOLLS MEADOW 290 -290 O = WATERLINE SEE DEQ FIGURE A-1 SEPARATION OF FINISH GRADE ®STORMLINE CENTER 6" PROPOSED EXISTING GRADE PARALLEL WATER-SEWER LINES, 50 G I NF / STORMLINE CENTER io, Io, THIS SHEET FOR ZONE STANDARDS ��, F�270 8" PROPOSED WATER STORM LATERAL, 8" WT/8" SS- 270 280 280 84963PE G y'- - - - - - - - _ 5.31' CLR ` P - _ _ - - - S, S, da>n� QEGON O I 116.81 LF 8" (PVC) �� °h 13, PROPOSED WATERLINE \@ S=6.0230 0.0102 ,- 260 ZONE 4 ZONE 4 _ �/� �-P 81.23 LF 8" (PVC) 270 270 260 II - W EXPIRES: 12-31-24 @ S=0.0100 ' ' �/' ' I 11_ 4" PROPOSED J o w Z SANITARY LATERAL, 119.00 LF 8" (C900) ' N N 1,--,- ,,,--3 _ w Z TYP. @ 5=0.0100 # 1' O.D. I' ZONE 4 ZONE 4 w v o o < z 8" WATERLINE - / - 250 . M N o - w vv) . PARALLEL TO J v U- 3 260 I • 260 °� o `II o 11'• SANITARY WITHIN 15' o a z -- 250 C.') o a cII c�1 c�I oo in w N co ZONE 3 w + w ,00 p Z Z m o ,r, o N I EASEMENT •• w Ln o J ZONE 1 ZONE 1 b Z ZONE 1 w w w l ZONE 1 SSLN - F _! w I N - I� N co M ri II -, .,1- -- o Lc) - N rn cv PROPOSED w nwww Ii + + ,oZ ogoopooNi SANITARY � a � a � wr"� cv - o II o Z 1.5' MINIMUM; Z Z Z N �• I- - - - 2 w u II w w Ln o� N I- I� N -> N r NI- 1- I- - - E o + Z Z v v 2.5' WITH BLDG. ZONE 2 ZONE 2 0 0 0 LINE PLAN AND PROFILE v 240 v-, H cn co co = no-) w cv II - O o 00 .o .o N 240 SEWERS o• aw� aww cc; ill c.1 �n ,n II 250 250 N I- . Q vl v) H v1 cc Oo N cr Q 0 (-NI fV 7 2 II N w 7 N 7 .`CDZ Z p SEWER LINE ZONES II N II W W W o inv) � v) Ebobo o N 1--' CLASS 'B' GRANULAR BACKFILL Et BEDDING ZONE 1 SEWER LINE CAN BE LAID IN THIS AREA WITH NO SPECIAL REQUIREMENTS OF EITHER CONSTRUCTION OR MATERIALS. > 230 230 ZONE 2 INSTALLING A SEWER LINE IN THIS ZONE IS NOT ADVISABLE AND MUST BE 240 • 240 4+50 4+00 3+00 2+00 1 +00 0+75 JUSTIFIED IN EACH CASE. WATER LINE SHOULD BE LOCATED ON A BENCH OF ' - UNDISTURBED EARTH WHEN CONSTRUCTED CONCURRENTLY IN A COMMON ,o r TRENCH WITH SEWER LINE. w SSLN-F - PROFILE ZONE 3 INSTALLING A SEWER MAIN DIRECTLY OVER A WATER MAIN OR DIRECTLY v)i UNDER A WATER MAIN IN ZONE a HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' M. OF EACH LINE WOULD EHIS IMPA REDS PROHIBITED SINCE TAPPING AND O. & 230 I I 230 o I z ZONE 4 SEWER LINE CONSTRUCTION IN THIS ZONE WOULD GENERALLY NOT BE FJ v- PERMITTED. EACH INSTALLATION MUST BE JUSTIFIED. IF CONSTRUCTION -10 0 10 20 O. WAS REQUIRE 1• D. WATERLINE PRESSURE PIPE MATERIALS FOR THIS SEWER LINE WOULD BE WATERLINE AND SANITARY SEPARATION - SECTION VIEW PACIFIC COMMUNITY DESIGN -1r Effective 9/1/81 o HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 12564 SW Main Street 0 FIGURER-1 Tigard, OR 97223 SEPARATION OF PARALLEL WATER-SEWER LINES [T] 503 941 9484 [F] 503-941 -9485 0 PROJECT NO.: 144-001 0 TYPE: CONSTRUCTION I REVIEWED BY: PRE c 2 0 OAR52 A-11 (September, 1981) SCALE 4 40 0 20 40e 407 i o a 1 INCH = 40 FEET z JL , 1 , , J) SW JEAN LOUISE ROAD r . . . . r \ r 0 w a w > �_ - F- = < < a - 0 z I- z ^ z z F - E Z N K con r, - U Q N ,3 ,, !" 2 R-1 Riverside Homes N SW GRAND ST uJ uJ �� 1 1 0 I cc > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 SSLN-F 5TH SUBMITTAL: 6/14/2022 SEE SHEET 407 REVISIONS I - ;� SSMH 73 0 NO. DATE DESCRIPTION 1 F3 I N GENERAL NOTES:J a I N I 1 I 1. ITALIC STATION LABELS INDICATE PIPE ON w n 72 66-40STATIONING. O ce ' 7— s SW NORWAY LANE _ 1 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS � Jz SSLN-F —I- l OTHERWISE NOTED. 0 I— N 5+00 5r7fi Z W SSLN G - — 1 O� . IM V1 = Y°II\ Lj -Fie1- - - — — 1— L - w SANITARY NOTES: w TYP. O NO 0ALL SANITARY MANHOLE PER CWS DWG O 66 67 68 69 70 71 SSMH 2 INSTALL 4" PVC SANITARY SEWER LATERAL F4 ® S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. AS-BUILT • ..I III III ill III III DATE 5/10/2023 APPROVED CRAIG LARSON SSLN-F - PLAN SANITARY LATERAL TABLE SCALE: 1" = 40' LOT # STATION LENGTH SLOPE IE @ LOT MATERIAL LOT 68 4+28.79 (SSLN-F) 25.62' 2.00% 263.397 PVC LOT 69 4+61.78 (SSLN-F) 24.57' 2.00% 263.706 PVC RIVERSIDE LOT 70 4+78.77 (SSLN-F) 26:1, 2.00% 263.865 PVC AT S C H O L LS LOT 71 5+01.76 (SSLN-F) 23.31' 0.60% 263.7 PVC 2.00% 261.080 MEADOW 280 280 EXISTING STORMLINE CENTER R �,�� FROFF / t. F �� FINISH GRADE N 84963PE STORMLINE CENTER o OREGON O 94.30 LF 8" (PVC) 270 ® S=0.0100 0.0091 270 C,1tjq%C 13, P _ L . ` — — — I EXPIRES: 12-31-24 8" WT/8" SS 2.21' CLRCLR ' , 1 260 1 4" PROPOSED 260 SANITARY LATERAL, SSLN - F __I w _ TYP. o V Z O J g . w d 4 PLAN AND PROFILE Ni w O O .p M Q cr,.6 O OM �p �O (.4 L71- O+ Q + o0 Z o �O I� N N r,,l `0 V ii_ CO ..' + ,0 II II = II C III II �O Z Z W co CV 250 ° � `-`"`' � - - ice 250 � � � � � N V1 In H to O CO 00 CO v 6 M >- N 245 245 w 4+00 5+00 5+50 w I a N SSLN-F - PROFILE Fillip PACIFIC COMMUNITY DESIGN o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' a 12564 SW Main Street v Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 U) PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE a P_ 0 0. SCALE -,r 40 0 20 40 (7) 408 i o a 1 INCH = 40 FEET z J L , 1 , , J) SW JEAN LOUISE ROAD 0 .w a w > —, _ w Ni = > > a — o z H z ^ Z 0 F — n ES Z N — d m n r, — U 3 a L RA Riverside Homes N _ SW GRAND ST N _ �� > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 SSLN-F 5TH SUBMITTAL: 6/14/2022 SEE SHEET 407 REVISIONS w - < I NO. DATE DESCRIPTION I 62 cc w 1 N GENERAL NOTES: a I � � 1. ITALIC STATION LABELS INDICATE PIPE 63 w COSTATIONING. N \—r q 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS SW NORWAY LANE N 9+)a SSLN-F OTHERWISE NOTED. '� 1+74 o' SANITARY LATERAL TABLE I.LI iI; g SSLN-G 11 La..._ -_ J w LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL w 2+ii MIIT v) z ►=-. r — R — r — — — — — - W LOT 64 1+69.33 (SSLN-G) 23.19' 2.00% 263.924 PVC SANITARY NOTES: 1144.49 (SSLN C) 26.52' 1.88% © O 0 LOT 65 1+46.06 (SSLN-G) 24.13' 2.00% 263.710 PVC 1 INSTALL SANITARY MANHOLE PER CWS DWG i SSMH TYP. SSMH 3.17% 263.9 NO 010, SHEET D4.01. G 1 F3 LOT 66 1+29.68 (SSLN-G) 24.80' 2.00% 263.559 PVC 64 65 66 67 68 LOT 67 1+05.93 (SSLN-G) 25.76' 2.00% 263.341 PVC 0 INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. AS-BUILT III III III III III I DATE 5/10/2023 APPROVED CRAIG LARSON SSLN-G - PLAN SCALE: 1" = 40' RIVERSIDE AT SCHOLLS EXISTING GRADE ® STORMLINE CENTER MEADOW FINISH GRADE @ 270 STORMLINE CENTER 270 (46T614, F , 73.67LF8" (P C) G 260 s_0:0 0 260 84 ��963PE 4" PROPOSED SANITARY LATERAL, o OREGON co TYP. C,1tj °6 13, '9/C L `p ' J a 1. —I U 3 Z ob N M b g J W - o EXPIRES: 12-31-24 250 0 Q N. N 250 L!) J '0 ._ N 00 O N N N _ 00 }_ n OIL _ 0 OM N N IL 3 + j + 1 O � O O pp II II = II >� II N Z Z 0 W N — t5/1 O W : a a II W W 1 to to Z to rY oo to H H - - - 1 vl v-) t11 coo co co SSLN -G 2 2?50 2+00 1 +00 0+75 2 PLAN AND PROFILE U E SSLN-G - PROFILE N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' N O N 6 T 0 2 0, O V I in w I cy) 1:700 _o 0 PACIFIC COMMUNITY DESIGN 3 J 0-7 12564 SW Main Street 0 Tigard, OR 97223 o [T] 503-941 -9484 N [F] 503-941 -9485 4) 0 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 1" 13 0 0. SCALE 40 0 20 40 (7) 409 NI- o 0_ 1 INCH = 40 FEET z TOP VIEW LOCATE FRAME STANDARD MANHOLE FLAT TOP - SANITARY 't' SPECIFICATIONS: r--B 11 GAUGE (.1196") AND COVER OVER W/REINFORCEMENT 58" DIA. .. 1)CLAMP AND BRACKETS ARE TYPE 304 I « LEDGE OF AT OR - - �� ., STAINLESS STEEL, 11 GAUGE (.1196"). y Homes �� LEAST 12" IN el" RUBBER GASKET FLAT TOP • 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE a Riverside ""� ' :j':• ., WIDTH 18-8 STAINLESS STEEL. •`' t • ' 8" MIN. BETWEEN W/REINFORCEMENT .•- DIAMETER VARIES , .:f.•' � KNOCKOUTS PIPE PROJECTING 3)RELINER CLAMP/BRACKET AND ANCHOR OR WITH SIZE REQUIRE, JOINT DETAIL •'!•`••., p• BEYOND INTERIOR WATERTIGHT SEAL APPROVED EQUIVALENTS.WILL VARY BY •; , / " SURFACE OF MANHOLE USING NON-SHRINKINGx16x1.25" Anchor • 2„MANUFACTURER i:-'•''. ':J• r/. / WALL IS NOT ALLOWED 1.• GROUT Zinc Alloy Lead ° ..�. : b � ;,.• SEE DRAWING 030 1 1ST SUBMITTAL: 9/13/2021 #6 BAR AROUND OUTSIDE OF OPENING 10" 25 s 41F 4 - A ammli� n�Iunnuro�uunnui�lii�l Dunn ��•:;;.' :;, #6 DIAGONALS BOTH SIDES OF OPENING TYP �' ® :�', t• 12" MAXIMUM -- 2ND SUBMITTAL: 1 /27/2022 ° FOR SANITARY 1,2 ixi SS Washer L..._,) 4" ::�,... .. #6 6" O.C. BOTH WAYS - _____-- 5 3RD SUBMITTAL: 3/24/2022 - r SMOOTH FINISH 1,50' �• ° As. CHANNEL TO IJIJ6IJIJMJIIIIIJJIJI■ 4TH SUBMITTAL' 5/5/2022 • ' • STANDARD FRAME AND COVER OR ry'. 3/4 VERTICAL ./. .. .. PIPE TYPE, SIZE, J I�'�" • II' II'I�■w B _ B 1.25i 2„ 5TH SUBMITTAL: 6/14/2022 DETAIL ''A'' MAXIMUM 27' FROM WATERTIGHT FRAME AND COVER.SEE NON SHRINKING GROUT 48" _ .< HEIGHT OF PIPE • PIPE / ;• AND CONNECTION ,J 95 ' x16x1" SS Bolt TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 • •. '•t;If •'. PER PLAN, AS -I B TO TOP OF CASTING / ' - r��< •!y: i . I•D. `;: ` '' :.�.: APPROVED I-. SET FRAME IN NON-SHRINK • REVISIONS CONSTRUCT r�--id ,-; . ar, I A L z 6.6/z•J GROUT CHANNEL AND MIN .• `• . `'' CONSTRUCT I`�I I` '� �'• CHANNEL AND SLIDE 3/8" DIAMETER STAINLESS / A - A NOTES: _ __ ° •.- •• � 12" SHELF IN FIELD '• � °'' -. � SIMULTANEOUSLY STEEL PINCH BOLT NO. DATE DESCRIPTION ''• •. GRADE RINGS (2",4",OR 6") 1"/FT SLOPE � .• " , ANCHOR DETAIL 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO •• MAXIMUM 12" SET IN • .. - N.T.S. I THE REQUIREMENTS OF ASTM C-478. . . NON-SHRINK GROUT r~' CLAMP DETAIL 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE '•� • --3 PIPE I � MANHOLE BASE. • OPEN INSIDE DROP N.T.S. ;`.':. .: ..• NOTES: 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC ': :4-1 �r• MANHOLE STEP THE REQUIREMENTS OF ASTM C-443. '' ' • 36" CONE SMOOTH FINISH CHANNEL TO 1. DROP BOWL AS MANUFACTURED BY 8 SEE DETAIL #100 ;_� 3/4 VERTICAL HEIGHT OF _ a.�.' : ', WITH BEAVER SLIDE RELINER-DURAN INC. OR APPROVED EQUAL. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE ', PIPE :--3 iT ...,4 ".' ' WATERTIGHT. ° 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S _ MANHOLE SECTION l `'d' d .pe.�. < 3 �� • RECOMMENDATIONS INFORMATION AVAILABLE © • T • : .....--(VARIABLE 1'-4') 1 �f': o .'°: a; . ; : .•` 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A '.• • 48" MINIMUM °• `' °.' RELINER.COM) OR AS REQUIRED BY DISTRICT e D •' MANHOLE AND CHANNEL DETAIL. 6" MIN. •A.' �'`; .':• -`• OR CITY. Z1 • 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL g - MANHOLE STEPS SEE •w•ev4••r i•,r!r••r�i r i4Sr ii•,•�r.1. •vv,,,••�,S 3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: r 9 ...4 REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. D f ••• •••••••••••••••••••••• ••• AWWA C150-1, AWWA C-900 OR PVC ASTM 3034 ••• 48" MINIMUM ► . PIPE TYPE, SIZE, m •'.a STD DRAWING NO. 100 1' fs" MINIMUM a ••r••••i•••s••••�•••r••••�••••• AND CONNECTION 12" MINIMUM OF /a 0�- = STORM SDR 35. ? •••i.••••••r•••••••••••••••••r�• i' r PER PLAN, AS 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) "• COMPACTED BASE ROCK �40 ••r i•••••" - '-e•• ••••:'' % • • APPROVED MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED �.' .• 4. NO MORE THAN ONE DROP BOWL PER MANHOLE �. ON THE INSIDE FACE OF THE MANHOLE. .' Alio SEE DETAIL "A" WITHOUT WRITTEN APPROVAL BY DISTRICT �: e OR CITY. -�/ I-- I C 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND ` RUBBER GASKET SEE NOTE #1 5. WRITTEN APPROVAL BY DISTRICT OR CITY IS 4" MAXIMUM CLEAR OF PIPE WALL. NOTES: •.:,. r INFLAT TOP 1. ALL JOINTS AND RUBBER GASKETS SHALL REQUIRED FOR DROP BOWL INSTALLATION ON • WATERTIGHT SEAL 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" CONFORM TO THE REQUIREMENTS OF WATERTIGHT SEAL PIPELINES WITH A SLOPE OF 5% OR GREATER. SEE DETAIL #030 FOR SANITARY CONNECTION AND 48" FOR STORM •_:� (OPT(O\ AL) ASTM C-433. - USING NON-SHRINKING PIPE BRACKETS r CONNECTION. •. • y CONSTRUCT GROUT SEE DETAIL ABOVE --: CHANNEL AND MIN 2. ALL MANHOLE SECTIONS SHALL CONFORM SEE DRAWING 030. LOCATE STEPS & 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND ' -3 •, 12" SHELF IN FIELD 64" DIA. TO THE REQUIREMENTS OF ASTM C-478 MANHOLE LID NEXT r�' COVER SHALL BE USED IN ALL EASEMENT AND OFF 25" AND APPLICABLE PROVISIONS OF STANDARD - TO BOWL FOR AS BUILT STREET AREAS. SEE STD DRAWING 130. • .• - MANHOLE, SEE STD DRAWING NO. 010. 48" MAXIMUMMAINTENANCE ACCESS PIPE LENGTH 3' 0" MAXIMUM • FOR STORM iiiir AS REQUIRED D �. DATE 5/10/2023 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE °•i ° 3. STEPS REQUIRED ON FLAT TOP MANHOLES CRAIG CARBON REQUIREMENTS OF ASTM C-443. -.--,..- 4PIPE 8" " .. DEEPER THAN 48" FROM FINISHED GRADE TO TYP ° 4 ° I.E. OUT. SMOOTH FINISH __ •� LEDGE BELOW LADDER r s I.D. CHANNEL TO PIPE TYPE, SIZE, �j 45• BEND - -- - - - - 3/4 VERTICAL AND CONNECTION S ^� SHALL BE AT LEAST `'•: PIPE �� - .: HEIGHT OF PIPE .•,� PIPE PER PLAN, AS a■` 12" IN WIDTH : �i �.,. • • 1 �! ' • �. � I I° ., • I I.D. I ..' APPROVED ; I! ;• I.D. i • /•.:. • .. INSIDE DROP BOWL �" .. NON-SHRINKING GROUT •. 'a'•....•.. •!' SMOOTH FINISH 4 ` • •A •- a ;,a. •. ' CHANNEL BOTTOM i� CHANNEL TO RUBBER GASKET �' l •YN�Y i•° '•'� '•' RIPAIV 'M. 3/4 VERTICAL I e'.i. :..:•.•. .... :; s .i .! ! 12" MINIMUM OF V-0" COMPACTED •• ••••.••••••• ••••• •••r' HEIGHT OF CONSTRUCT • ' RIVERSIDE :OW* -••�►;!a i" •••••1 PIPE CHANNEL AND SLIDEPI BASE MATERIAL e-•• * SIMULTANEOUSLY AT SCHOLLS STA\ DAD NA\ HOLE \ FLAT TOP MA\ HOLE OPE\ I \ SIDE DROP INSIDE DROP VA\ HOLE W/BOWL C1eanWate� Services C1eanWate� Services VIA\ HOLE CleanWate� Services CleanWate� Services MEADOW DRAWING NO. 010 REVISED 12-16 DRAWING NO. 050 REVISED 12-16 DRAWING NO. 090 REVISED 12-16 DRAWING NO. 080 • REVISED 10-31-19 WATERTIGHT MANHOLE RING PROPERTY 1. ALL STORM AND SANITARY SERVICE = = 3.7 '. J., PIPE LINE OR LATERALS SHALL BE MARKED ON THE SIZE AS UTILITY TOP FACE OF CURB AS FOLLOWS: Co- A 0 A SPECIFIED EASEMENT .STORM DRAIN LATERALS "D" 0 j I •SANITARY SEWER LATERALS "S" � PN�Fi ' FRAME WILL BE ATTACHED TO THE I _a FF� PRE CAST 3/a' CONICAL 11 MANHOLE TOP/ CONE SECTION 9� USING k 2. LETTERS SHALL HAVE Yz' MAX. WIDTH 84963PE HOLES (2) SANITARY is 'L I'� �I' AND A MAX HEIGHT OF 4" rf g(o,�,f 'O' O 1-1 4" COVER ONLY "RELM HEAf1" ANCHIs?R Clfi EQUAL) THAT IS " �a° `J "U� Asikir,.... . MIN 1-1/4" O•D. V!/S, STEEL WASHER r 3. LETTER SHALL BE CENTERED ON TOP CO Ditr 0 1-1/8" tot O [) " Tlil{T( 1f` GRAB FLINGS N� T(} $� FACE OF CURB. O^ OREGON o 'O(1 ' ' • O 1 1/2" PICKHOLE INSTALLED, A HOLE WILL BE CODED SECURE 2X4 IN PLACEEVENT °h 13, `�' THROUGH T ArrAcHto TO TOP E M Ti Ear CAN BE AGAINST PLUG W/ CURB STAMP DETAIL C-'q ' ii116111. 466 MATERIALS. 01, BACKFILL TO BLOWOFF /C I" �P I la n INTEGRATED PLASTIC: GASKET ON EXPIRES: 12-31-24 f„OVER do FRAME 10 3/4" MUST CONFORM WITH ASTM HEIGHT _ PROPERTY LINE OR 12" C-478. STEEL REINFORCING OF HEIGHT: TOTAL UTILITY EASEMENT 4.125" el BAR MINIMUM 1/2" GRADE 60. t/4" F STORM p 12" 2X4 LENGTH OF 2X4 _ n MEETING REQUIREMENTS OF 24 1/`k Zo OR 1 LOT# LOT#: AS SHOWN ON E /\ ASTM A-615 ENCAPSULATED SANITARY MIN Pi APPROVED SET OF SEWER PLANS MARKINGS TO 2X4 E WITH INJECTION MOLDED N 37" MAIN PLAN 36 FACE STREET SANITARY CNI COPOLYMER POLYPROPYLENE COVER TOP w w SEE M oLT BELT-DAWN -4 COPOLYMER POLYPROPYLENE PLASTIC WITH SERRATED SURFACES. 0 OZDETAIL SECTION A-A DOWN COLOR CODE SURFACE l 1 coDETAIL (GREEN-SANITARY) 7- , N jj 24-3/4" N Li NOTES: GROUND �� (WHITE STORM) / DETAILS 0 1/2" GRADE 60 REINFORCEMENT 1. COMPOSITE WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER SHALL BE USED IN ALL EASEMENT AND OFF STREET a 7)8" w Ld AREAS. NOTES: MIN t Fr-- I- 2. THE WATERT1GHT MANHOLE COVER FRAME SHALL BE GMI 2600 SERIES COMPOSITE FRAME AND COVER MANUFACTURED BY 36 m TITUS INDUSTRIAL GROUP, INC. OR ITS EQUAL_ GROUND _ 22 1/2" Z o AND SIDE STORM PIPELINE CONNECTIONS m Q 3, THE LOCKING MECHANISM SHALL BE A TrNYSTUFTI. MANUFACTURED BY T1TUS INDUSTRIAL GROUP, IMJC.CIR ITS EQUAL 1. FOR NEW CONSTRUCTION ALL SIDE SEWER TO 8" AND 10" MAINS SHALL BE WITH SURFACE MAGNETIC-'- a 0 o FACTORY FABRICATED "TEE" FITTINGS I TAPE i NOTES: 27" z m Q 4. THE IWISTLIETI, COMPQSI'FE ACCESS COVER LOCK IS DESIGNED AS A SECURITY DOLT REQUIRINO A SPECIAL TOOL TO OPERATE UNLESS OTHERWISE APPROVED. - w 1. ALL STEPS SHALL CONFORM TO I 25' H D I- THE QUARTER TURN BOLT AND LIFT THE COVER FROM THE FRAME. IT FUNCTIONS WITH EITHER THE STANDARD CAM LOCI( I x N • • •• 5 3/4" THE REQUIREMENTS OF ASTM QUARTER TURN PADDLE, OR THE EXTENDED 'SURCHARGE' PADDLE. 2. PIPE MATERIAL SHALL BE ONE OF THE 1- (i III-- N i • !, G-478 % FOLLOWING III-III-III i 0) . A. 3" 7" S. THE BOLT SHALL BE MACHINED FROM 316 STAINLESS STEEL B. DUCTILE IRON CLASS 50 /, r . A. PVC ASTM D3034, ASTM C900 -I 1 o N LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING III- z 2. MANHOLE STEPS MUST BE (STORM ONLY) THE FOLLOWING: II=II cD•••. • 6. THE OGET FEATURES A DOMED HEAD WITH 3 EQUALLY SPACED 'J' SLOTS RUNNING HORIZONTALLY AROUND THE BOLT HEAD, ,� TIGHT AND FIRMLY EMBEDDED. 1�2 / �� C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." III Q •' I,I�I�II�I�I�I -� ■ . D. PVC RIB MEETING ASTM D 1784 II FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." 7, STANDARD BOLT SIZES ARE 14 MM COARSE THREAD WIT 1 A FLAT MACHINED ON TWO SIDES TO ENGAGE PADDLE. E. CPP MEETING AASHTO M252 III. a o Via• 3. ALL STEPS WITHIN A MANHOLE 3" 3" PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. _I 1- -. : '•' SHALL BE OF THE SAME 8. THE PADDLE IS DIE CAST FROM 304 STAINLESS STEEL AND ALSO AVAILABLE IN BOTH STANDARD CAM LOCK DESIGN. OR III= ~ Q , 4••- DESIGN, TYPE, AND SIZE. 23, EXTENDED SURCHARGE CONFIGURATION. I Q .. 12" (MIXING OF UNMATCHED STEPS III- 1:!..............„4i:IIH v a �' a 24-1/2" B, THE BOLT AND PADDLE. MIL BE ASSEMBLED USING TWIG STAINLESS STEEL 14 MIA NUTS, THE BOTTOM NUT IS A STANDARD I I N •. . •: IS NOT PERMITTED). NUT THAT WILL BE TORQUE TO 35 FT. LBS. TO GIVE THE DESIRED TENSION ON THE BOLT, A SECOND NYLOGK'" LOCI( NUT IS -III= Q . 31" USED AS A JAM NUT, AND TORQUE TO 90 FT. LOS. STAINLESS STEEL WASHERS ARE USED TO (PROVIDE CONSISTENT TURNING I I- CAP/ PACIFIC COMMUNITY DESIGN 4. STEPS ADJUSTED OR ADDED RESISTANCE. PLUG Q •• iYriY. •a,l�IlIIlIiil��,�� SHALL BE EPDXIED IN HOLES .•�� I` ,�1 1'II II B. THAT ARE FREE OF MOISTURE SECTION VIEW 10. A 5/16 STAINLESS STEEL SET SCREW, 'SET IN A THREADED HOLE IN THE COVER PROVIDES FORA STOP AT % TURN OF .-•`O.:I '' r it WO . . •'`--I III 12564 SW Main Street •Y•Y • .Y B •Y •Y •Y;•Y--:•-� I_ • AND DEBRIS. (EPDXY TO MEET OPERATION. � `� ` i '__s •: tirtsr,� •" �'Y- .iY-is-!-•- '>,r_Y'-Y'-_=-'-'�"•` Ti ard, OR 97223 o ASTM C881). NOTES: 11. THE BOLT mLL BE OPERATED BY MEANS OF A SPECIALLY MADE OPENING KEY CONSISTING OF A SPECIAL SOCKET ATTACHED •ryY�•�••rr,40�1 g0 ti.` a- a- v 1. STANDARD TYPE FOR USE IN TRAFFIC AREAS OF ALL PUBLIC STREETS. TO A 'T" HANDLE USED TWO BOTH TURN THE BOLT, MVO LIFT OUT THE CU51ER, 'aft' 0 ..gI .• . ftft-�_ [T] 503-941-9484 v I-•v� •L: .��0"1 Y- MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. ;irLY�•Y�-- 1 6" PIPE = 0.010 MATERIAL AS SPECIFIED [F] 503-941-9485 12, ONE SET OF REPLACEMENT OPENING KEYS WILL BE PROV+DED TO CLEAN WATER SERVICES AT TIME Cif INSTALLATION, I.1,0,1b .•..•.• 4 PIPE = 0.020 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. • • • •Y •r•r• 3-3/8" FOR PLASTIC ....0,4 41400 - _c SAFETY STEP 4. 1 1/2" PICKHOLE IN LID FOR LIFTING HOOK. 13, THE BOLT HEAD 15 PROTECTED BY A WEATHER RESISTANT PLASTIC DEBRIS CAP. THE CAP IS INCLUDED WITH EACH LOCK. } 14. SEE LOCAL JURISDICTION REQUIREMENTS FOR USE IN TRAFFIC AREAS. ELEVATION PROJECT NO.: 144-001 D S U 3 U 3 A\ A\ D STA\ D A DTYPE: CONSTRUCTION Lo WATERTIGHT MANHOLE VIA\ HOLE STEP SIDE SEWED / SIDE STORK REVIEWED BY: PRE C1eanWater Services N A\ H 0 L E F A V E A\ D C O V E CleanWate� Services F A M E AND COVE C nW ir S vices C1eanWater Services REVISED 12-16 S A\ I TA Y DRAWIN NO. 30 DRAWING NO. 520 P I P E L I \ E o DRAWING NO. 100 DRAWING NO. 110 REVISED 02-17 REVISED 12-16 REVISED 12-16 a 0 0 0 v v i 0 i D4 . O1 2 - - 6" MINIMUM lu co '~' \MANHOLE STEPS SEE •• 3/4" SQUARE � Riverside Homes STD DRAWING NO. 100 ••J• ..:'� 48" MINIMUM -:" Q CONCRETE _ • , • y STANDARD CAST IRON CONCRETE COLLAR ❑ ❑ ❑ '` t r FRAME AND COVER1ST SUBMITTAL' 9/13/2021 •• 't DRAWING N0. 510 STANDARD MANHOLE LOP'� NOE q 2ND SUBMITTAL: 1 /27/2022 _ GRADE RING dlinl It% ••• 'y (NON-TRAFFIC APPLICATIONS) "pi, 3RD SUBMITTAL: 3/24/2022 Q ❑ a ❑ ❑ 6-AMINMfulUA! can i ••. 5" MINIMUM ❑ ❑ ❑ ❑ 4TH SUBMITTAL: 5/5/2022 Q 3/4" • , f �h CI ID 07 ~� 5TH SUBMITTAL 6/14/2022 1. • ' SMOOTH FINISH CHANNEL TO d 4' MIN. PIPE 3/4 VERTICAL HEIGHT OF PIPE. • WA '4• -III-III-I 1 I- = III-III. •••. FINISH GRADE x - I LD. -III I \� �� 11•I y (ASPHALT, CONCTRETE,OR OTHER) I III III =11 III- 11 /a"-M7 ",' REVISIONS 6"MIN. •r I I I _I 1 � 1=I WATERTIGHT PIPE PLUG CRUSHED ROCK • • ::. , _ • •:• !.• • •i•. _ _ /„ - WITH STOPS OR 7/8" I BACKF'IiL 4" MINIMUM 1 rII .. + CONSTRUCT CHANNEL AND WATERTIGHT THREADED �'� .!' III=IIII II III= 10" NO. DATE DESCRIPTION MIN 12 SHELF IN FIELD CAP AS APPROVED BY y III-III • + -III- ;' o LOCAL JURISDICTION. 7 1 ..•.•..6 0 1§MtiN - .• 111111_ 7 f VIEW' I r• ••.,%•..•� 0'i 111=11 I-I SECTION B-B • ••.f- ••.••"• } 0 •i.' I �: 11E111= �- PROVIDE 3/4"-0 FOR 6" 2' MIN. CLEARANCE _ .c• .ice.. . �. Ali lku�� = i- A MINIMUM OF 6" 12" MINIMUM OF %"-0" 1" MIN. r�An11 1 /� _ AROUND CLEANOUT COMPACTED BASE MATERIAL I OVERLAP P.P MIN. G" MINIMUM - BETWEEN CLEANOUT PIPE- - 9" b- MItJ1A1LIM AROUND ALL PM)I TID"I PROVIDE 1/2"GAP (MAX,) -III- 0 111- 18" AROUND ALL PORTIONS OF THE PIPE • 48" 1 1 11 . -1 I OF THE PIPE z • AND GROUT COLLAR. T-' ,:� III- . != SECTION A-A '. F .' _ . 1-III-I E a, rr 0 III=III III- _ �• 5„ MINIMUM III 111 1 - , �• 111-1i (cli , , ' . .M ,; /:: � -I I I-I I I •.r =.fir III- , • -III III-III >.+�c��r. fr 111H I I- 1 \ `■ Pd A SMOOTH FINISH CHANNEL I III 11 111 s .v�r- r I III �o ¢° . •' •' TO 3/4 VERTICAL HEIGHT -_ 111-1 1-111 i=111-11111 I-1 ardr, • r's' ,11 -111 1 \p \ Ki OF PIPE. 111=II1-III=111-III=III=III=I 1-I .-x=_:•7-� .•x 1111111 �`` o\\ p• • m ~ • . .^. . . . . . . . . .. I 1�. ri •- _ NOTES O� } • III III III III III-III III I �x,x �" .+r III III-I o PIPE Yr �vT'�110144%. •1'r,.z-.Y' g.14z/ i'41-.Z 1- 1- �O�// y f� . • k.I.1.• 'rig.20 f iev c .144== 1. Y4" ALLEN HEAD BOLTS i P C� }� -• t� 1.. •• r,:: •' •• ••,.• y. • �o 1-III-, 1" LONG RECESSED. P • ' ? • • - ,••••' • rrteY 1 111 11 IL 2. ALL PERMANENT CLEANOUTS 6 ` � !•,•t: ! • .• CONSTRUCT CHANNEL AND ,441:' • .. ; MIN 12" SHELF IN FIELD L7 -III-�I TO HAVE BOLT DOWN COVERS. I/ % � -••"-�• r•'-••• �I�Ir III-III- 3. MATERIAL SHALL BE GRAY . ° CONCRETE •8 MINIMUM CONCRETE r •i r r ;• U r +•III III-II As_BuILT tf usi CAST-IRON, ASTM A-48, IING AS +nsfii•�.tvrssa var.rs r � r • i. • d •• •t+1�1,� 1�, 1 ThI DRE =" s <s ..4•; - d <s`e CLASS 30. r .-A41-4,1�•� ' ,• % ;-.T.t.e..� j Y = = :' �►" �- MI A4UM 2" DATE 5/10/2023 .. < < •• ....A• .•.••........ APPR ® CRAIG CARBON �•6.:. ANTAN • r.........•...I,.•••.••••••• SIDE VIEW •• 'i •��•••• ••V.' • CONCRETE ENCASED .N.A. •Pr BOTTOM OF WYE A A 3/4" 0 FOR PLASTIC PIPE 3/4" 0 ' //////////////////////////////� NOTE:12' OF 3/4"-0" NOTES: COMPACTED BASE ROCK 1- CONCRETE SHALL HAwE A 28 DAY STRENGTH OF 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF NOTE: ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, 2. PRIOR TO INSTALLING THE CONCRETE ENSURE THE DRAWING NO. 010. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. DETAIL 3040 PSI AND, 2' TO 4" SLUMP. JOINT IS SEAL IN A MATTER AS NOT TO ALLOW 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 IT THE INTERIOR OF PIPE, RIVERSIDE OF 3000 PSI AND A SLUMP OF 2" TO 4". MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. AT SCHOLLS N A N H 0 E 3ASE rS STA\ DAD CLEA\ O� T r' CLEA\ OUT FRAME S 00\ C T EE S 1 E T, Services MEADOW D O WC1eanWate C1eanWate AND COVE C1eanWater CLOSURE COLLAR. C rWateS IDRAWING NO. 020 REVISED 11-16 DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 DRAWING NO. 560 REVI3ED 12-16 CLASS "B" CLASS "A" SURFACE RESTORATION AS SPECIFIED D ROFF�'(+ MOUND EXCESS NATIVE MATERIAL K,‘SEE STD 11 ' DRAWING 600 OVER TRENCH TO ALLOW FOR 63PE T CUT ASPHALT SETTLEMENT r jT'i DETAIL -�I-111-I I - "� W 11I III IA II 111-1 - 1 11=1 1=1 1=1 I I= = =1 1 1=' -I 11 I I I I o N „• a a °i 1111 i 11111 i 111 111111 I I I i t 11-III. c gjc 13,`P 11-111-111-111=III-(T I I I1, L. IIII=111-_III-III-III= a � �1-1II-i 12" NATIVE TOP SOIL 11-111T 111 111-111-I1 / / / /=I111-11'- IF TOP SOIL EXISTED EXPIRES: 12-31-24 1II-' _III-1IHH 95% COMPACTION //� COMPACTION1-' PRIOR TO EXCAVATION. =111-1 I WITHIN 36" OF SURFACE '1�I I I1111 I I1 I a ° a // /�11 i-11 UNDISTURBED UNDISTURBED j11 a90% COMPACTION j NATIVE -III- EARTH 11 EARTH " a BELOW 36"OFE j ATERIAL I-I III= Q a / r=11 A /j // -I I_ SANITARY DEPTH 4 3/4" - 0 CRUSHED 111 N VARIES ROCK / // / 1 1 o a / / DETAILS I / / , o a 3/4"-0 CRUSHED 4 ° c.0 4 a ROCK PIPE ZONE aPE 1/a O.D. PLUSI 6" Lu < a _i_ 044.41. � I I II 7,,.,�,�4�,�Y,�7� • • •Y•'• •-I III 1 I i- 3/4"-0 11 -I I Or.%^- 4, �#j�....0.14 ��j 111-III= J PIPE BEDDING -1 I I-4- Y *Y *i l 0-1Y�t Y-+!Y to I 111-I 11 11 •. .TAMVr:�Z1.3:jrLlrlrLl. l.Irl 11I 11I 11 III=4;;% iiiiii% �rele'i:atVir 1-111=111-111-, o ! 11E111 t 4- _'**.14 %� 4-41:° ' ' -•=111-11 1111=1' r -111=11 _ I • 111=111=1 Q -111-111-111-111-111-III-I I-111-111-111-111=111-III-'• z ' -I 11.-1 1-1TI j 11 II 1111 1 �I 11 11TI= 1:111!/110. 111111:111 � Q II 1 I_ -II TRENCH STABILIZATION: `n 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION Fr 0 SHALL 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER ANDP AC D SPECIFIED PRIOR TO PLACEMENT PACIFIC COMMUNITY DESIGN -4 OF BEDDING MATERIAL. Q o NOTE: 12564 SW Main Street 1. ALL COMPACTION REQUIREMENTS PER AASHTO T-99 AND ODOT/APWA SPEC 00405. Tigard, OR 97223 0 2. THE TRENCH WIDTH AT THE SURFACE OF THE GROUND SHALL BE KEPT TO A MINIMUM NECESSARY TO -a INSTALL THE PIPE IN A SAFE MANNER. [T] 503-941 -9484 N 3. THE MINIMUM TRENCH WIDTH IN THE PIPE ZONE SHALL PROVIDE A CLEAR WORKING SPACE OF SIX [F] 503-941 -9485 INCHES OUTSIDE THE MAXIMUM OUTSIDE DIAMETER OF THE PIPE BEING INSTALLED. N 4. IN ALL CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH TO ALLOW FOR SHORING, PROPER JOINING OF PIPE, AND BACKFILLING OF MATERIAL ALONG THE SIDES OF THE PIPE. 5 PROJECT NO.: 144-001 T E\ C H 3 A C K E I L L TYPE: CONSTRUCTION REVIEWED BY: PRE a DETAILS CleanWater Services o DRAWING NO. 590 REVISED 12-16 0. E 0 4 v i 0 i D4 0 02 i Nx i 1 Ix* Xx 1 x • © _ 20.00' SANITARY SEWER II i� 13+05.01, 17.43'R AND WATERLINE EASEMENT x' (171ST AVE) C ll I N13+12.01, 0.00' 3+07.01, 5.00'Row - 13+10.70, 9.00'R cn © (TREE FARM TERRACE)N to N xpX X NX (TREE FARM TERRACE) _ (- _ X 13+07.09, 11.00'R N� 0 13+07.74, 9.00'R X - (n3 # 12+87.85, 9.00'R X SABRINA) x (172ND AVE) (171ST AVE) 10 n IX ® - M XX (174TH LOOP) I ( I L - A - 7A 7A :: 1B I ® ° ° 12+94.49, 16.50'L .� � R Riverside Homes !! III ® - - - - _ 10 (171STAVE) 2 7.00' -•, 2+18.21, 9.00'L I p. 10 0 10 '° gSIWi 8" f�-i- - _X� >< (175TH AVE) Po '/ I C �►� ) OO I J J - IITD:- + ° .rt-_L - - � - (172ND AVE) - - - ' l 5. - - S• - - REMOVE EXISTING J LL _I� LOB J ,..z 12+90.34, 11.00'R � ,' �, I. 1 +�t+ ` I ° - r12+67.27, 9.00'R 1'�!!�■■■ I r CURB AND REPLACE (174TH LOOP) 1I (SABRINA) °` 56aa w 79 1ST SUBMITTAL: 9/13/2021 R I 27 I �.� A 11 42 55 Q PER WATER DESIGN a 28 41 L 13+05.02, 9.00'R o 2ND SUBMITTAL: 1 /27/2022 x 5 I 6 15 O 16 w r� 44f1' w oI TYP. _ w (171ST AVE) c li %XHI �- = 3 3 Ac 3RD SUBMITTAL: 3/24/2022 MP �� F I > I ! :\ 12+90.69, 9.00'R w 57 O K 4TH SUBMITTAL: 5/5/2022 EL__ 11 a Billie > I■ ,:I 1 (171STAVE) •P > 4 TYP. - c78 c x I II�, A 7 &II � , 1 26 a ■ 40 a 43 a o a �^ 5TH SUBMITTAL: 6/14/2022 14m 17 z I 29 0 54 e>� N w ' 77 TYP. o 58 I w I w11 cc 4 I . I TYP. m o I N I ° ^ oo�l w < t7 1 r r,.. I N " _po I I ce ► '' REVISIONS 9 w al 8 13 11+56.35, 17.00'L + 18 25 l �EII N. "' I ��'� 30 a 1 39 , -� °o j 9'I� 44 53 °.. o • _TYP. 1 I NO. DATE DESCRIPTION 3+02.01, 17.00'R z I o (174TH LOOP) ci ofsa�sil��•. TYP. i ,ort Z + 3+72.01, 9.00 L o + II (175TH AVE) w �� I I o � W l'iMi N ," + - '� I (1 59.24, 16.98'L a _ _ (175THAVE)) 9 '^ N 24 9 IY$II -I 000 1 o (171 ST AVE) 60 I I�O- i 75 �` 45 1 2 3 °° 9 ' °.1 1 38 9 0 52 °:3; A �e 12 19 11+81.18, 20.99'L 41 31 I I 9 61 I 74 11+71.45, 16.75'L e 12j11+23.04, 16.50'L l■ I (SABRINA) (172ND AVE) I '0 1 I - I c A N - _ 3+81.02, 9.01'L (174TH LOOP) I R �I� - 1 u3+75.01, 17.06'R l I (174THLOOP) 23 I �l 32 37 C - 46 51 1+29.77, 5.00'R 62U 73 1- c- - Oe V (NORWAY LANE) �_ G D STREET �r A � !I_©1 I �,I n 44X4444440 °.x44444GSGb6�4 - N / \ 63 72 PEE - - , / 3 ,.! .... 0 22 ilea - I 47 y�yy a -- =----- a 10 00 , _ o I 33 10+88.00, 9.00 R CO i °E ' i = 12+ • + 6 TRACT A 10+67.59, 20.50 LIII 10+67.00, 16.50'L 1 1ST AVE) °'°"""'"'"° °° ��t�� - I �0 2ND A I o ° (17 VE) o S 2 0 SW NORWAY LANE 3+0 13+00 = o \/\ (SABRINA) - � ,; of 0 °°ss . > IN o .( t ° ° + Ili M -; M $ �r0 GS ) S - ._ /\ 11+11.95, 9.00'R 1v 1.: (17 VE) I O -° �� - _ I.® ,0 11 '• w 8" w 14'`n� (174TH LOOP). , 2 g3g11�+� i 1A 0 R 4 Ij7■_�-�1�. 8., �D _- + ® w 6 I - sas - taa: moo �, �.e 1 e 35A 10+7 D AVE) �cA/ _ 172N E '° 110 49 0o I � �--- 000, 90 O II 34 ( ) 48 I ..11..... � � � 8% '\ \�4+22.99, 5.58'R I O 1 I� 1�� (GRAND STREET) \ (GRAND STREET) - - 1 o- 1• A A � ) 10+70.59, 11.00'R - 18 - - - - �E - A 4A 3A I 3 .. � � r �'� ,.._(GRAND - SABRINA - - A 0 ® © 2 c rJy • ` f 10+g9.36, 9.00'R 11+37.36, 9.00'R A 13+55.84, 0.61'R ( , Q 10+70.00, 9.00'R 3 i 10+04. 0, 9.00'R AIL �SpA r + (171ST AVE) / 10+67.00, 16.50'R 2+20.00, 5.00'R 2+22.11, 5.00'R 3+08.44, 16.50'R 1 ( RAN'► STREET) (GRAND STREET) (GRAND STREET) 11+62.29, 8.77'R 7 (GRAND STREET) \ 1ST _\ • 3 ill/ 171ST AVE) (NORWAY LANE (NORWAY LANE A (GRAND STREET) 13+58.94, 1.33'R 7 �0 - _]I!I� . ( ) ) (NORWAY LANE) As_BuILT : ,1 1 12+19.68 5.26'R (GRAND STREET) � 16+0017+00 STREET 11 _ 70 71 © SW GRAND 18+00 =�k 19+00 20+00 20 5 TRACT H 11+58.72, 8.55'R 1 9.31, .82, ' \ ` 64 65 66 67 68 69 (GRAND STREET) ' - - - I - - (GRAND STREET) / (GRAND� RE ) �' - ` + ID- ` W 4D w SD W I I '' 1 DAIS 5/10/2023 1 �� Y w o 8 w w o + / 1 I 1 APPROVED C RA G LARSON I / 00 5+00 �� ,.«,\ o0 3+00 \ o - + 1 4 .1, '',.•.... / -- 1A % 10,1 . - - - - - a 5 - TRACT F- - 9 - - -. o I _ © TRACT E 311''� I 10+19.00, 9.00'R P 7 I T © �°I , (171STAVE) TRACT D x -\ __ ... .--- _ _ J----) %- 16+57.49, 9.00'R 18+54.49, 9.00' R A o �i II a 16+22.49, 9.00'R 17+30.34, 15.50'R 18+87.49, 9.00'R 20+33.49, 9.00'R . . TRACT G (GRAND STREET) • y 14+76.54, 9.15'R 'M (GRAND STREET) �, (GRAND STREET) I C (GRAND STREET) � _ + _ (GRAND STREET) (GRAND STREET) SD SD (GRAND STREET) , + \(1STAVE) 76 46'R c (GRANDSTREET) 33 8 - T RIVERSIDE 15+22.90, 9.58'R 8 (GRAND STREET) 9+89.59, 11.00'R 18+03.49, 9.00'R (171ST AVE) R 0 15+54.40, 9.69'R (SABRINA) 9+74.88, 11.00'R (GRAND STREET) 1 9+74.29, 9.00'R (171ST AE) I 8 AT SC H O LLS (GRAND STREET) (SABRINA) 9+g9.00, 9.00'R (172ND AVE) 9+74.32, 9.00' R U I (172ND AVE) I I (171ST AVE) MEADOW WATER NOTES: AINSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. GENERAL NOTES: 1A INSTALL 1" IRRIGATION SERVICE WITH 3/4" WATER 1. ITALIC STATION LABELS INDICATE PIPE METER PER DETAIL 520 AND DOUBLE CHECK ASSEMBLY STATIONING. DIi PER DETAIL 530, SHEET D5.01. c I ivi-f 2. ALL WATERLINE BENDS TO BE INSTALLED WITH �S G I NF�.� � 18 INSTALL 1-1/2" IRRIGATION SERVICE WITH 1" WATER THRUST BLOCKING PER DETAIL 560, SHEET D5.02, 84963P METER PER DETAIL 520 AND DOUBLE CHECK ASSEMBLY OR WITH MECHANICAL RESTRAINTS WITH CITY PER DETAIL 530, SHEET D5.01. ENGINEER APPROVAL. T o OREGON 0 A INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, - c , ch 13, rie SHEET D5.01. '9/G Lp`s' AINSTALL 8" MJ GATE VALVE EXPIRES: 12-31-24 3A INSTALL 6" MJ GATE VALVE AINSTALL 8"X 8" MJ TEE WATER 4A INSTALL 8"X 8" MJ TEE WITH 8" TO 6" REDUCER TO PL AN LAN A INSTALL 8" MJ CROSS v E a co 6 INSTALL 8" 22.5° MJ BEND co N o A INSTALL 8" 11.25° MJ BEND 0 2 0 7A INSTALL 8"45° MJ BEND Lt W w N 8 INSTALL 2" BLOW OFF VALVE PER DETAIL 570, SEE 3 SHEET D5.01. r,i z PACIFIC COMMUNITY DESIGN 9 INSTALL COMBINATION AIR Et VACUUM VALVE PER DETAIL 590, SHEET D5.02. 1 2564 SW Main Street 0 10 REMOVE EXISTING BLOWOFF AND CONNECT TO Tigard, OR 97223 o EXISTING 8"WATER LINE AT EXISTING GATE VALVE. [T] 503-941 -9484 N CONTRACTOR TO VERIFY DEPTH AND LOCATION OF (;)EXISTING WATER MAIN PRIOR TO CONNECTION. [F] 503-941 -9485 0 REPORT CONFLICTS TO ENGINEER. COORDINATE WITH N CITY OF TIGARD WATER DEPT. PROJECT NO°: 144-001 ADEFLECT WATER MAIN UNDER STORM MAIN AND TYPE: CONSTRUCTION o LATERALS. PIPE TO PIPE SEPARATION TO BE 6-INCHES MINIMUM. REVIEWED BY: PRE 0 1" PRIVATE WATER SERVICES FOR LOTS 64-79 TO BE SCALE 0 INSTALLED WITHIN ALLEY TRACT. PRIVATE 50 0 25 50 MAINTENACE EASEMENT OVER ENTIRETY OF TRACT TO - - ii o MI MI MI BENEFIT LOTS 64-79. 1 INCH = 50 FEET .o 5 0 1 2 R Riverside Homes OUTSIDE OF WITHIN r r _ F 2 0 SIDEWALK ADJACENT TO CURB PAVEMENT PAVEMENT - 7'-0" 8'-0" PUE - \.• � - , 5'-6" i; : ' •I `• O BREAK FLANGE 18" CAST IRON 910 1ST SUBMITTAL: 9/13/2021 '' �j I, �� iIMMI�I,��dl1�� M 18„ SIDEWALK SIDEWALK •., •fir MIN 3" MIN. VALVE BOX TOP 2ND SUBMITTAL: 1 /27/2022 • [ 6" MAX. .: •. -,".:..,...: lifi '\'x'�'\�\�, ,,,,,,,, , :�'!�'/' 3RD SUBMITTAL: 3/24/2022 18" CAST IRON 910 BOX ,//////////////�//..,.:.-77-..//// \`� fc�.:_. .,-.,-., :,•• -;--.- 4TH SUBMITTAL: 5/5/2022 \\\\j\\\\\\\\/ \ Ti‘\%/. /i/ /\Y y/y/yiTi/v/ ,/ . o+ 6' •l-•��`m �,� �,��,S•'�,i.��,� PROVIDE 24" BY r `�\�\/` 12"x20" ROTOCAST METER BOX, WATER METER \\�/\ \\��\/ � /\�/�;�:; �..... _. •.�j:; j•.� �:�L•�:�: .••�:.•�:.•�:.•� 5TH SUBMITTAL: 6/14/2022 30" MIN SERVICE LINE DEPTH \./ Y�/� /\/„ /> /\'�••;� •,•� •,e •.e •,f!nys! -- - -0- e- -e- -46 4" THICK CONCRETE LS 1 j//// W/12"x20" COVER W/5-1/2"x11 .' 1 1/2 /4 DRAIN ROC \\\��\.r�//W ��\�'/\�‘\\P' CAST IRON INSERT WITH NO "�!' TAR PAPER (MOISTUF� `,�i � /�/� , REVISIONS PAD (SEE NOTE 4) �� TOUCH READ HOLE IN THE TOP PLAN .�.,•; HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX 6 �. 6" DUCTILE IRON PIPE AROUND TOP SECTION r 6" MIN �'%:,4 '%•." LLJ 1 12" MAX. �..�� '• RESTRAIN ALL JOINTS W/ \ NO. DATE DESCRIPTION SIDEWALK ADJACENT TO CURB DOUBLE CHECK �,,..- :, •:, "FIELD LOK" OR EQUAL GASKETS 1" UNION EACH SIDE \��'•i III /\ VALVE ASSEMBLY �//' ,..11. III I ' 5'-6" �� 5'-O" 8'-O" PUE j� ° •�/ \ \- `- /i,` 1.\ 6" ASTM 3034 PVC i / / / ''/\ /��ANGLE STOP TO BE � 1�-6�� \ / 6" MEGALUG RETAINER /��\�\/\ I/ I / / ,\/\\/\\/\\/ \\/\\/\\�\ ,} /\-....\� GLAND (EBAA IRON) /�/�i� INSTALLED 6"BEHIND CURB I I r \\%\%� /\�/%//%/% /\/\ PER COT REVIEW COMMENT r //i % �i/\`i/�i/ \�i\\i�\i�\i\\i\i\\i�\i�\ \\�/ L ` \\\�„,, `\jj\ j\\/� 24" CONCRETE PIER 6" GATE VALVE -Ti- OPERATING NUT EXTENSION �a:� \\ \i\\ \ \/ / \/ / , � BLOCK • j \• _I FLG. x M.J. M.J. x 6" FLG. T (SEE DETAIL NO. 505) • / tiiI%i iv. !:. 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, 12" SIDEWALK WITH PLANTER , -2 0' �- W/12"x20" COVER W/5-1/2"x11" WATER METER STRIP AT CURB 019 r , CAST IRON INSERT WITH NO } l ORU NSERTCH ADNOOHINGEDLE IN T INSERTHE TOP c% el S I SIDEWALK 3" MIN. BREAK FLANGE ? , ,LNOT TO EXCEED 6" MAX. SIDEWALK WITH PLANTER STRIP AT CURB CRUSHED ROCK BASE 24" DEPTH ', �/�/\ - ��/��/� ELEVATION NOTES: 7-147-1 %� �;<Vf.;:eirn l.'iAt of •. 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'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: \\�\\\/\\\/\\\ � \/�\\ 1. SURVEYOR TO INSTALL TEMPORARY HUB BOX SPECIFICATIONS A. OIL RESERVOIR NOTES: \�/\\�/\\�/\\�/\\�/\\�/\\�� AND GUARD STAKE AT LOT LINE FOR DEVICE SIZE BOX TYPE B. BRONZE ACTUATION NUT \/\//\ i \/ METER INSTALLATION. ///%��,%/� C. BRONZE SEAT RING AS-BUILT 1) VALVE BOX NOT TO REST 2. BOXES SET IN CONCRETE SHALL BE 9_10" _ 3/4" - 1" BROOKS #1419 SERIES OR EQUAL D. WEATHER SHIELD CAP ON OPERATING ASSEMBLY. NEXT SIZE LARGER. fixiq SEE PLUMBING CODE 3. CENTER OF METER BOX TO BE OFFSET FOR DEPTH OF 1 1/2" - 2" CARSON 1730D P15L OR EQUAL E. SAFETY SLEEVE COUPLING DATE 5/10/2023 2) OPERATOR EXTENSION 1' FROM PROPERTY LINE. + ,:�L _ COVER F. THREADED NOZZLES WITH "0" RINGS i� i� G. NATIONAL STANDARD THREADS APPRO� CRAIG LARSON REQUIRED WHEN VALVE NUT 4. BANKED METERS WITH SHARED SERVICE -2 •±=•••t=�I c• W •" INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. SAFETY CHAINS TO BE REMOVED. IS DEEPER THAN 3 FEET ® 24" LINE TRENCH SHALL HAVE 18" MINIMUM FROM FINISHED GRADE. DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN -f °'- 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED 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. 3) CENTER VALVE BOX ON SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. AXIS OF OPER. NUT. ARMORCAST 17"X30"X12" RPM 20K 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. MUELLER 1" B24258N (THIS IS 4) PROVIDE 24" SQUARE BY 4" THICK COVER OR EQUIVALENT. IF TWO METERS AN ALL 1" 300 PSI BALL COCKS IF BELOW GROUND INSTALLATION. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. CONCRETE PAD AROUND VALVE 1- 24" ARE BANKED IN SIDEWALK AREA THEN DISTANCE BETWEEN ANGLE STOPS WILL VALVE NO LEAD ANGLE STOP) 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED RIVERSIDE 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, BY ENGINEER. BOX OUTSIDE OF PAVED AREAS OR EQUAL AS SHOWN IN CONCRETE PAD DETAIL BE 24". AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. CONCRETE PAD 1" TYPE "K" SOFT COPPER TUBING FOR INSTALLATION. 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) AT SCHOLLS - SEAMLESS ON THE 4 1/2" PORT. APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: MEADOW CITY 01 TIGARD NO SCALE C17 OF TIGARD NO SCALE clew 0r TIGARD NO SCALE c1� <�)�TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E.CITY ENGINEER 1" oarcON THEODORE S. KYLE, P.E. �( OREGON THEODORE S. KYLE, P.E. - �� ENGINEERING DIVISION TYPICAL GATE DWG. NO. �� ENGINEERING DIVISION DWG. NO. �� ENGINEERING DIVISION CIS,ENGINEER DOUBLE CHECK DWG. NO. -�� ENG25S.W.HALL gTPROVEDB FIRE HYDRANT DWG. NO. CITY ENGINEER PUBLIC WORKS DEPARTMENT .. PUBLIC WORKS DEPARTMENT SERVICE PUBLIC WORKS DEPARTMENT � PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. �J _ 13125 S.W.HALL BLVD. WATER �7E• VICE /� _ -- 13125 S.W.HALL BLVD. -_ 13125 S.W.HALL BLVD. �r _ TIGARD,OREGON 97223 JANUARY 2011 VALVE 5 0 J TIGARD,OREGON 97223 MARCH 2017 5 /O _ TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 530 TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 5 42 ii�' VOICE:(503)639-4171 V /r��7� L .�.r �r i� VOICE:(503)639-4171 li 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 DATEFAX:(503)684-7297 DATE A 18" CAST IRON 910 BOXES 3'-0" 6'-0" FINISHED GRADE �QF� pA Iimmi m■s .::., 4" MAX. - �� 4.c.�V� ,RAF / ��G FF a' .oo: � 84963PE \. 'FIII 4 .•• TYP GATE VALVE 2". . .. . ..„..,... BRASS PLUG --� (SEE DETAIL NO. 503) HAND TIGHT SWEADAPTTERT TO I COPPER C,?rj oh 13. ti� (� 4/C pF \- ' 2" COPPER TUBING •/ pt; (TYPICAL) EXPIRES: 12-31-24 ./. rii lid 10,* 1 :!1 _ :.,. oi�.._ii li mr,.;;;; y`i ! �•• ► .4•�i•�i'�i• 2" ELL COPPER / �. ,FLT � � �Y�iY�:Y �Y��r%-r \� .ems :9� :!:** SLIP Y ��I��/ AAA. 2" ADAPTER COPPER 0 -",- JPV TYPICAL: SWEAT TO MIPT WATER o m o 0 ' z MECHANICAL FIELD RESTRAINT CONCRETE PIER BLOCK E 0 w z Z REQUIRED 2" TAPPED a ~LL w w TYTON JOINT PLUG OR DETAILS M.J. CAP WITH MEGALUG M z o wI- o o RETAINER GLAND PLACEMENT OF FIRE w THREADED BRASS PIPING 0 ON''') q Z Lip z c MAY BE USED IN PLACE OF HYDRANTS OVERRIDE (NI 0 41-7 (r w COPPER TUBING PLACEMENT OF VALVES. - J 0 D w z PERMANENT FIRE HYDRANTS MUST o Qv) Q w BE PLACED AT TANGENT LiJ CC w . �\ o w OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. \�r w STREET PLUG OR PLACE VALVES AT THE TANGENT E. `' °� [EDGE OF PAVEMENT o 0 r OF THE CURB ARC. 7' IN FRONT 0 0 0 PHASE BREAK MAX. 500' w m 1- } �' OF FACE OF CURB AND/OR 10' NMJ GATE VALVE BETWEEN VALVES w \w 7) m AND VALVE BOX i 1,-°„ ® FROM CENTER LINE OF ROAD N o "' •`�` 0 COMPLETE 3 Q o w o REQUIRED Luc, z _ `_ Ct \i \, \i\/ % '/ \/" //'/"'///', / ///\\�\ NOTES: J III"'III�N�I „ // 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA w w H z cn z N li VI ii• '•'I v v /� ( o z _, z \\\�\\/�\/\, •\ • \\,\��\",\. /�\,\, \!\\\,\\� 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION Frimir.:0 - Q ,, 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER Q Q o UNDISTURBED EARTH PACIFIC COMMUNITY DESIGN LIJ o z0 AND 18" CAST IRON 910 COVER E. Q z o MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET o : AIL (� 0 �_ RESTRAINT REQUIRED 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 12564 SW Main Street ammo z ~ Tigard, OR 97223 0 N . CC D- N 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. g CO0 0 0 BE DETERMINED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. [T] 503-941-9484 , IN THE FIELD [F] 503-941-9485 TEMPORARY r APPROVED BY: APPROVED BY: APPROVED BY: N CITY OF TIGARD NO SCALE CITY OF TIGARD SCALE CITY OF TIGARD NO SCALE PROJECT N O.: 144-001 OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE �� ENGINEERING DIVISION VERTICAL BEND DWG, NQ, �� ENGINEERING DIVISION 2" STANDARD DVIIG, pJO, I� ENGINEERING DIVISION D1JyG, NO, CITY ENGINEER CITY ENGINEER A CITY ENGINEER Q . PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT 7 PUBLIC WORKS DEPARTMENT TYPE: CONSTRUCTION 13125 S.W.HALL BLVD. 5^ 13125 S.W.HALL BLVD. 5 I O __ - 13125 S.W.HALL BLVD. AND HYDRANT LOCATION 575 TIGARD,OREGON 97223 JANUARY 201 1 RESTRAINT /6 TIGARD,OREGON 97223 JANUARY 2011 BLOWOFF TIGARD,OREGON 97223 JANUARY 2011 j TI - VOICE:(503)639-4171 - m 9 VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE � 8"�-' VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE REVIEWED BY: PRE C 2 0 Os O O O V V 1 . D5 . O1 01 i-Il-111=1 I I =1 11=111-1 i, 1=-III_ III-I. iIII IF, ` '•::.II4 II ..:„III ! - III • IL IIEL goi III »� �� IIT =1 1 = - -I I i R-1 Riverside Homes PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP :1 1ST SUBMITTAL: 9/13/2021 ,-Ltffinio, _1 i_ 2ND SUBMITTAL: 1 /27/2022 6- -- ill lir= -di : IIM-, /24/2022 �,�` 4THH SUBMITTAL: 35/5/2022 . - =_III-_ 11=��-- - _ - 5TH SUBMITTAL: 6/14/2022 III-III7-11i -11 ""LI..,IILIII-1il LATERAL PLUGGED CROSS TEE REVISION S NO. DATE DESCRIPTION CONCRETE THRUST BLOCK SCHEDULE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) FITTING 90°BEND, TEE, OR 45' 22 1/2' 11 1/4' SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 4 01.9 01.3 -- -- 6 04.0 02.1 01.3 -- 8 07.1 03.9 02.0 01.3 12 16.0 08.8 04.5 02.3 16 28.4 15.5 08.0 04.0 24 64.0 34.9 18.1 09.1 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STESSES, USE THE FOLLOWING EQUATION BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) NOTES" AS-BUILT 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 DATE 5/10/2023 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 14PPF10� CRAIG CARBON 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL PROVISIONS. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF RIVERS! D E THRUST BLOCKS ARE IN SQUARE FEET. CITY OF TIGARD APPROVED BY: NO SCALE AT S C H O L L S OREGONTHEODORE S. KYLE, P.E. STANDARD THRUST ENGINEERING DIVISION CITY ENGINEER DWG. NO. F:r PUBLIC WORKS DEPARTMENT 1 MEADOW 13125 S.W.HALL BLVD. /v.�^0 TIGARD,OREGON 97223 JANUARY 2011 BLOCK 5 TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE 1" TANK VENT MSA VENT CAP BROOKS # 37 METER BOX DFF ( � � PRO (2) BOTTOMS REQUIRED t. 8493PE3/ 6" MAX 1" STREET ELL 1 " UNION 12" MIN o OREGON 1" AIR VALVE 18' MAX (COMBINATION AIR & VACUUM) C,�jq%h 13, �C� c L. LP %/j/j/j/ //\////////\ \ I S % //\�//\�/j\//\/ EXPIRES: 12-31-24 / ::. \ Jfi 0 [ri/\ •,/ /, ) ,l/ 7 1-. \ \- 1" x 3" BRASS NIPPLE L \\ I \ 1 " 90° ELL WATER • DETAI LS 4 °\� 1 " BRASS 90° ELL co 0 1" COPPER TUBING 1" x 6" BRASS NIPPLE CV 6 1" BRASS COUPLING .�� 1" CURB STOP 0 (N -5 a 0k1 ,, OFF CORP 90° ELL 18" x 12" x 2" CONCRETE PAD ui 1 " CORPORATION STOP a UJ NOTES: a w 1. FOR 12" AND SMALLER WATER MAINS Ff0 3 PACIFIC COMMUNITY DESIGN 2. VENT PIPING TO BE GALV.E. 3. SLOPE COPPER TUBING FROM 12564 SW Main Street MAIN UP TO AIR VALVE 1% MIN. Tigard, OR 97223 0 4. LOCATE AS NEEDED OR REQUIRED [T] 503-941 -9484 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. [F] 503-941 -9485 raj 1v 6. PROVIDED & INSTALLED BY CONTRACTOR. PROJECT NO.: 144-001 4 Q TYPE: CONSTRUCTION a REVIEWED BY: PRE c CITY OF TIGARD APPROVED BY: NO SCALE OREGON THEODORE S. KYLE, P.E. 4 rr ENGINEERING DIVISION CITY ENGINEER 1 " COMBINATION DWG. NO. 0 PUBLIC WORKS DEPARTMENT % TIGARD,O EGON`D.977223 JANUARY 2011 AIR & VACUUM VALVE 5 9 0 TIGARD VOICE:(503)639-4171 0O _ FAX: (503)684-7297 APPROVAL DATE V - O D5 . 02 02 0, t I • .1io -w l• x .. 1 x11 — — — — RRiverside Homes i _ o x I— Si �L - - - - _ _ � J i 4 ° • 1ST SUBMITTAL: 9/13/2021 _ �:.J L J L • ° 0 - 1-' _ - _ - - Ir _ 7 ° 2ND SUBMITTAL: 1 /27/2022 '" `" w 27 .Xo ° 42 55 ,o 56 79 3RD SUBMITTAL. 3/24/2022 x 5 v. 15 :�?o °: f� eo — • 4TH SUBMITTAL: 5/5/2022 �� > y iiiiiiiiiiiB.ii.,, ,_ •,,,, 78 a, , 0 1 5TH SUBMITTAL: 6/14/2022 x L� 7 17,:::f1 „,:vvy 26 ", `�° '� U 43 54 v 77 w REVISIONS- 14 ° . 58 4 ,,` l v-A w l7 ° w w NO. DATE DESCRIPTION x ce w25 w ,,." = i 44 53 a 59 76o I. 8 13 :,''-',;I-:, a 18 a "' N I I a o� oho z ° .o Z 60 75 q o,>, 4 24 <,.; a , III oe u, fo 12 kop ° �, 31 45 1 2 S 3o0 1 19 N 3 61 74 x 2 7 3 S N .. '°° 3 7 ..: 23 37 •• 621! 73 0 10 ;per° 20 32 Ii $ - v ...# o< ,., ii.v °°ovov< °°vv°v. 72 ov vv. P 36 oiii D 00 B v. x TRACT A - `°' v ° v° ° lk x :A1I1... A ) • ; • _ ...... \ 21 IFIN4MWA MVMiLEMtMI © i, .°e MMMEMMEMNEM0EMM v.po >^vv ° 4 7 7, 7—;, . . , • .. . .. . ,. • ' .0'#i.vy.) 100NH. 49 ° 11, 1- . As_BuILT �1 ^ I DATE 5/10/2023 S SW GRAND STREET I• ,4PPFIovED CRAIG CARBON i TRACT H �� :, n ` `'wry �► �A oe. ~ 111, r ...:-I I�° //I A .� ' ��l�C�` A S TRACT E '��:�I=arC 9El. IK�� lC� �� ., '' TRACT G A zz==.. _TRACT F �� :-- —. ..5 \ ---""'""----------------------------.�� ( 4A7 - . - = RIVERSIDE `��d=�:� _,ter—�� 5 7 6 � �r� X X• X u Y -X X I AT SCHOLLS x 7 B B N B '■_ • �r MEADOW / \ TYPE R1-1 STO P 30" X 30" SW 175th Ave SW 174th Loop SW Sabrina Ave \ / PUBLIC PUBLIC PUBLIC STRIPING NOTES: STREET SIGN NOTES: HI INTENSITY 111 2 SIDED © 2 SIDED © 2 SIDED 4 SEE SHEET SS2 FOR STREET SIGNING DETAILS PROF SIGN SIGN SIGN SIGN SEE SHEET SS3 FOR DETAILS '26> AND NOTES. � I rvF � 84963PE \� O INSTALL 26' WIDE TYPE III STREET BARRICADE SW 172nd Ave SW 171st Ave SW Grand St SW Norway Ln PER DWG NO. 6010 ON SHEET SS2. O w o OREGON O PUBLIC PUBLIC PUBLIC PRIVATE \B) INSTALL 9' WIDE TYPE III STREET BARRICADE PER q, 6 13, 2 SIDED SIGN © 2 SIDED SIGN( 6 ) 2 SIDED SIGN O 2 SIDED SIGN( $ ) \ DWG N0. 6010 ON SHEET SS2. G` LP EXPIRES: 12-31-24 NO SPEED PERMANENT SIGNING LEGEND SW Tree Farm Terr PARKING MATT SPA © INSTALL NEW SIGN PRIVATE ANY25 20 ALINSTALL NEW SIGN (N) ON NEW (M) SUPPORT 2 SIDED SIGN K 9 ) TIME 4. N = SIGN NUMBER SIG NAG E AN D Pi TYPE R7 1 TYPE R2-1 TYPE W13 1 P M = MATERIALS, OPTIONS ARE: STRIPING PLAN 12" X 18" 24" X 30" 24" X 30" S = STEEL "TELESPAR" CN <10> <hA> 1 <11B> "' SIGN SIGN SIGN o STREET SIGN LETTERING 0 NAME LETTERING: 4" UPPERCASE 2 PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE w NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. w V) a d z 0 I- 1- 0 Q I 7�� 411 loi:,1 1 1 Qw PACIFIC COMMUNITY DESIGN z (7, 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE a c P_ 0. SCALE S S 1 9 50 0 25 50 -4 MI MI 11 o MI MI MI 11 a 1 INCH = 50 FEET 2 38.5 in 36 in 33 in —12" Riverside Homes W(Dimension Shown In Plan) / �111e — (0 (Q.,,AVA, iennace R-J t e ® ® ® ® \ e11Ce W/2, 16'-0" (Max.) W/2, 16'-0" (Max.) 18" CHA i"� / / HERETO HERETO J u A'A' ANYTIME ANYTIME ANYTIME CORNER CORNER wI\RIDGE RD \_____ ,,,,,. /45° SW Danube Di► 4. 4. T 1ST SUBMITTAL: 9/13/2021 \\\\\\ /////A } �— �, 2ND SUBMITTAL: 1 /27/2022 A A A 6" TOW AWAY TOW AWAY TOW AWAY 1 TOW AWAY 1 TOW AWAY I C� BLVD \__"` """ I ZONE ZONE ZONE J ZONE J ZONE RIVER TERRACE 3RD SUBMITTAL: 3/24/2022 i A Minimum Of 2"X 2"X 6'Galvanized 4TH SUBMITTAL: 5/5/2022 1 i 6" "Unistrut Telespar"Or 12 Guage No Parking Signs:use County standard 12"x 18"with 12"x 6"TOW AWAY �� 42" 5TH SUBMITTAL: 6/14/2022 Perforated Posts Or Approved Equivalent �/I: \< Jr/ � �gip: ��i: Shall Be used. ZONE rider. When arrows are used, signs at both ends of the zone shall have % /�i< Post �fy�',d,�\ single arrows pointing in the appropriate direction with double arrows in REVISIONS /-,° /�\�/ /T�% p i ` Sleeve \/\/% .,/i\%< 'F�'�\i� iT'F�' ice' �i� i\i�\ between. /, .i� ��, �j�� vim Anchor ��A�I��,/ SW Hudson Ave H!// NO. DATE DESCRIPTION 14' 0" 14' o" / "NO PARKING"signs are to be 45°to roadway. 45°brackets are acceptable O.C. Maximum O.C. Maximum when mounted below another sign. ELEVATION (,�)eh Tevtace STREET SIGN DETAIL 2-3/8"x12'Smooth Aluminum Pole NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY Decorative Ball Finial —24" 30" —24" Mini Base 3/8" Galvanized ' 4 ' Bolts W/Nuts SPEED SPEED SPEED And Washers �' �6' 8„ LIMIT OM4-1 END OF- 12" NOTES: 30" 3536" 3530" ROAD MARKER PER 35 STREET SIGNS TO BE WHITE WITH MUTCD DETAIL 11-4 i' $ g 1. Rails To Have Alternating Red And White BLACK LETTERING AS SHOWN I 2"X 8" l 12" o Stripes. All Stripes Shall Be Reflectorized. O O RailsIf Wood,The Rails Shall Be Pressure 0 O O 1"'MI8" in Treated. USE V-LOC BREAKAWAY ROUND Sign Post 12" 2. See Manual On Uniform Traffic Control Speed Signs:24"x 30"on local streets and neighborhood routes POST ANCHOR MODEL No. 30-VR3 AS Opp 2" X 2" 30"x 36"on collector and arterial roads Devices For Streets And Highways And SPECIFIED BY POLE MANUFACTURER. a M The Oregon Supplement. A The word"LIMIT"shall onlybe used on speed signs within citySIGN POST PER TIGARD AS—BUILT R 3. See Drawing 6050 Or 6510 For Typical p g DWG NO. 192 & Post Installation Details. limits and for all school speed zones. WASHINGTON COUNTY M DWG NO. 6510 4 FT MIN DATE 5/10/2023 4. 1" Pan Head Sheet Metal Screws Shall Be APPROVED Used If Sheet Panels Are To Be Fastened See MUTCD R2-1 and OR2-1 for sign details. END VIEW To The Face Of The Cross-Boards. CRAI LAR N 5. All Materials And Workmanship Shall Be In Accordance With The Current State Of f Oregon Standard Specifications For Construction. COSTREET SIGN DETAIL _ _ N.T.S. - RIVERSIDE GTON� �,� o� WASHINGTON COUNTY STREET BARRICADE ��< DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS "°T kei, WASHINGTON COUNTY 0M4 MARKER AT SC H O LLS �'-. TRANSPORTATION 3�< DEPARTMENT OF LAND USE & NO PARKING AND SPEED SIGNS * DEVELOPER TO PROVIDE THE CITY WITH A DOZEN OREGON ENGINEERING SECTION END OF ROAD �"', TRANSPORTATION POLES AND BRACKETS PER STREET SIGN DETAIL, ( END OF STREET MARKER oR 51 ENGINEERING SECTION FOR MAINTENANCE PURPOSES. MEADOW PLOT STAMP:08/28/19 2:47P ANTHONYD EFFECTIVE DATE: WASH. CO. # N.T.S. CAD: 6010.DWG 9/01/2019 6010 PLOT STAMP: 03/13/14 6:01P KELLYE EFFECTIVE DATE: 3/13/14 WASH. CO. # 6512 CAD: 6512.DWG 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 ^C pp/)r 16' 1 e' S" gYpInitial Upper Case Lower Case Prefix/Suffix 1111r' •�(, 4 (.':C6-INFF" MIN Overhead All Types All Speed Limits 24 Inches 121nches** 9 Inches** 6 lnches �J _20"�— ■ 4.N ti IL I► ~'�', s s s s sir s s s s s■ 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent l� 4963PE (y' TYP, EN Signing Legend. Post Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches 4 Inches Ikw1�_'r__'�.;w:�srA►sssArsJrA 5 MIN, g L.' '. '` . .or Air jr Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches 3 Inches ,, OREGON GROUND 45' ii■ 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or °h 13 ti� \, 5 r t }? Post Mounted 2-Lane All Speed Limits 12 Inches" 6 Inches* 4.5Inches" 3 Inches Y $, , ; Ny „ approved equivalent shall be used. Sign combination and minimum sign mounting height shall determine post _ 4/C L LPT' _ ' 12'° 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 With 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. EXPIRES: 12-31-24 SEE POST **For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes SUPPOR! DETAIL Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. 6)Signing material + 1 1)Street Name Signs: z Taylor o r 2 5 A)It is the contractors responsibility to verify the final street names with the County Survey Office A)Minimum retroreflectivityIevels shall meet MUTCD table 2A-3 4° SW St ;,,I 8" 8 Minimum sheetingtype shall be ASTM III Prismatic } y j at(503)846-8723 before ordering and installing street name signs. yp 2" Iz•5 B)Street name signs for cross streets shall be designed to the standard for the road approaching C)Fluorescent yellow-green shall be used for school related signs } th T the cross street. SW 9� Ave ± C)Use flat blade aluminum blanks. Ti D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top S I G N A G E A N D E 0 1, MATERIALS: 1 + of post with special brackets,unless they meet the following conditions: a + 3" 1q• Any street name sign 48"or greater in length or12"orgreaterin height will need tobe 0 2" X 2" i G3", 12 GA. GALV. PERFORATED STEEL 6" SW Taylor st 4°I 1z single sided and riveted to the post. Double sided signs with brackets are not STRIPING POST } 3" 14• 1_ allowed for larger sign sizes. PERMANENT SIGNING LEGEND j' 1 I T E)Overhead street name signs shall be one(1)sided,without borders and be installed with o 3° fen Pelco brackets or equivalent banding type adjustable brackets. } IN +� !� RXN Remove ExistingSign(N) Face Sin '� 5/16"Galv.Or SW 90 th Ave T 2 1 /'2" x 2 1,/2" X 18", 12 GA. GALS'. PERFORATED g T F)Prefixesshallbeusedforallstreetnamesigns. DETAILS o °' AI Aluminum Alloy Washer>- STEEL STIFFNER POST. /RxN\ Preixes:alluppercaseletters OFOI)NIA CM \M/ Remove Existing Sign(N)And(M)Sign Support I tSuffixes:upper and lowercase letters 3 J1-\%` .,\, „ „ „ I s 1 s' T Superscript for numerical street names:all lower case letters t 3/8"x 7/16"Drive Rivet c. 2 1/'4 X 2 1/'4 36 , 12 GA. GALV. PERFORATED 0 Install New Sign(N) 8" sw Taylor st 6.1 fa' G)All street name sign text,exluding superscript,shall be center justified type C font. O STEEL ANCHOR. ■ ■ } 5" 1 6' i H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: w Install New Sign(N)On New(M)Sign Support L J } Ir Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way • -, 3/8" 3 1/2", GALVANIZED HEX HEAD BOLT WITH ' '10oer_.- ■ SW 90th Ave 4` 18" O LOCKWASHER, OR 5/18 CORNER BOLT_ Existing Sign( ) T Typical Street Name Remove And Save N ( Anchor Sleeve 2%'x2%",18"deep Sign Installation For Sign Tree �; „ Remove And Save ExistingSign(N)And Arterial Intersections. dp 0 7/16" X 5 GALVANIZED CARRIAGE WITH FLAT AND AnchorA ° Remove(M)Sign Support IQI Typical Street Name Sign Fr _ 410 I Z LOCK WASHER, 2 BOLTS PER RAIL PER POST. ,V/ ■I gfp Sign Post 2"X2", 12"deep Installation For E.: Rs Remove And Save Existing Sign(N)And rrill Local&Collectors 0 2" ( 8" CROSSRAILS WIT I R1=FLECTDRI EU RED AND �RSM> (M)Sign Support Intersections. iiiiIP/ Major Steet WHITE CROSS RAILS. ® Maintain And Protect Existing Sign(N)And Support ■■■II■■■ =IIt r if w 0 Reinstall (N) � a Ot 6gn W:1 I of sign Sign Tree RIN Existing Sign Iih::E !J�, Ed9 ¢. fgign taBa FOR STREETS AND HIGHWAYS AND THE OREGON Reinstall ExistingSign(N)On New(M)Sign Support 2"to4" III 3/8"X7/16" „ Min, 9asa rMn PACIFIC COMMUNITY DESIGN 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �� 2in o aCROSS INTERSECTION M g pp0 Drive Rivet M - d SUPPLEMENT_ !•, `, 1" .► T / /wRiv/ - 12564 SW Main Street in Reinstall Existing Sign(N)And(M)Sign Support , v /\/\ . Tigard, OR 97223 n y\/\ A / Post� O 3F-1 BARIAiGADE5 /\y/\� :7/�0 6C—$ EA.RRI .ADE DESIGNAIL Install New Sign(N)And Reinstall(M)Sign Support !/ �\n//j Sleeve ,, n / /i ►�I [T] 503-941-9484 4 6C-9 BARRICADE APPLICATION' Ra\ Remove Existing Sign(N)And ;\�/\\�A,_ / Anchor s, g \\\/\\ v\\\ Sin Tree POST SUPPORT DETAIL Save Existing(M)Sign Support //�/ /�/' ,/ '�� / g [F] 503-941 -9485 0 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN N=Sign Number . �� ♦' A�� TEE INTERSECTON TYPICAL SIGN INSTALLATION N ACCORDANCE WITH THE CURRENT STATE OF OREGON M=Material NTS ' _ ♦ ,g". = STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION Materials:S=Perforated Square Breakaway Steel 36"Mln -ryd rb TYPICAL SIGN LOCATIONS PROJECT NO.: 144-001 .8 SP=Signal Pole Stainless Steel Clamp p --6,,, ce411)4. BARRICADE FOR SIDEWALK IS SIMILAR_ SL=Stainless Steel Clamp on Street Light a�otcarFa NTS TYPE: CONSTRUCTION 2 F N REVIEWED BY: PRE c „`HGTONccG WASHINGTON COUNTY 3 APPROVED W�` r`'cT°N<'o, WASHINGTON COUNTY 3`y�: DEPARTMENT OF LAND USE & STREET NAME SIGNS 2 , ;,, ' Its..1IR 1? NO SCALE -`1 TRANSPORTATION +lily kt:.; MICHAEL A. STONE. P.E. 3��' DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND o, + I�v4�jalirrc�NCQn7s�ora STREETCITY ENCIWEIRaye NO �'' TRANSPORTATION oREGO' ENGINEERING SECTION 1 I PUBlJC WOW D1IPA$TMIN1 °REGON ENGINEERING SECTION 0 15125 c f+*LL BLVi} PLOT STAMP: 07/05/17 12:09P KELLYE EFFECTIVE DATE: WASH. CO. # uE,AKLi,U�[tGO;*l taral JANUARY 2013 BARRICADE 1 92PLOT STAMP: 07/24/18 11:12A ANTHONYD EFFECTIVE DATE: WASH. CO. # CAD: 6511.DWG 7/01/17 6511 4 ' 'lE TIGARD xntrl,{,' 3}rv3417t S S2 CAD: 6510.DWG 8/01/2018 6510 FAX! MI)6.34-V.97 APPFOON.EWE / _ O a Z R Riverside Homes 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 O \ y © 12 ► I - II © 12" CD 20' 1 5' NOTES: 5TH SUBMITTAL: 6/14/2022 12'yF 12' I� I�12 TURN LANE _ * H 2'h�2'� 6 5 1. LOCATE STOP BARS 10'BACK OF THE EXTENDED EDGE LINE,Z CENTER IN , REVISIONS TURN LANE �T 6' MIN./ 10' MAX. �r EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. r i $ 1 12 VARIES 15' BEGINNING 1 — II6.5'� 40" 6' M' IN 2. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR NO. DATE DESCRIPTION 11 OF FULL WIDTH T 5' BACK CURB FACE. OFEXTENDED EDGE LINE, EDGE OF PAVEMENT OR BEGINNING OF FULL LANE WIDTH VARIES H 15' OF TURN LANE �16" (TYP.) I 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 4.ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL WHEN THE TURN LANE IS OVER 300 FT. LANE IS OVER 300 FT. THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 6. BE INSTALLED AS PER SECTION 00850 OF THE OREGON CD CD 20' -t"-I 20' © O MIN. 3 PLACED ON TOP - 24 * -- STANDARD SPECIFICATIONS FOR HWY. CONSTRUCTION. OF CURB @ 2' SPACING MAX. 5.ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST CENTER IN 10 CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 12"MIN TURN LANE O O �—20' A ; 4 y 4" 6"� SPECIFICATIONS ARE AVAILABLE FROM: OPTIONAL <7/ � 5'MIN m m m m BEGINNING 0. `�" ENGINEER OF MATERIALS AND RESEARCH 1 VARIES 15, OF FULL WIDTH 45° 4 + i,,r RAISED MEDIAN A HWY. MATERIALS LABORATORY T OF TURN LANE PAVMT.MARKER i2 MIN 800 AIRPORT ROAD S.E. ' 8" m '�„ SALEM, OR 97301 THRU AND TURN LANE MARKINGS- ELONGATED TURN AND THRU m m m 4"YELLOW (503)986-3096 ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT 40, 8 STRIPE 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 AS-BUILT 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 DATE 5/10/2023 8"WHITE 45° DIAGONAL LINE AT 40' INTERVALS. BI-DIRECTIONAL TYPE I MARKERS. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY TRAFFIC ENGINEERING. APPROVED CRAIG LARSON CI O Off( THRU TRAFFIC SIDE 20' 20' - EDp- 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL'SCHOOL'& N- VARIES (4"TO 28") 40' 40' 'X-ING',AS NEEDED, IN 120 mil WHITE THERMOPLASTIC N- f-20' + 2"SPACE m m 10'H 15' PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS& CO THRU TRAFFIC SIDE 4" w 8" J_ STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH q* _ 8„ 7 i � co — m — m f- 2"SPACE m m 4 m Q ` 11 �*_� ARE USED, SPACING IS 32 FEET. E E f t 3 1 12" MAX. 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN RIVERSIDE �--- 20' 20'---��4" m m� + m m t m ,9 THRU TRAFFIC SIDE -4" 4"SPACE THE URBAN GROWTH BOUNDARY. AT SC H O LLS 4„! 2 SPACE TTHRU TRAFFIC SIDE --� 9. FOR DIAGONAL MARKERS, USE"PREMARK IN-LANE RUMBLE 0It 51 t- --13 5 TWO WAY LEFT TURN STRIPE 4"YELLOW LINES WITH 4"YELLOW BARS" BY FLINT TRADING INC., OR EQUIVALENT. MEDIAN NOSE-TWO 4"YELLOW LINES WITH BI-DIRECTIONAL DIAGONAL MARKERS-4"YELLOW OR Z TURN LANE LINE-8"WHITE LINE WITH 4"WHITE W ci MEADOW 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 r r� MONO-DIRECTIONAL TYPE I MARKERS. 250 mil BARS LEFT TURN ARROWS. v Q LESS THAN 16"THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE. CENTER BETWEEN LANE LINES. A - A X SUBSCRIPT FOR PAVEMENT MARKING. W DENOTES COLOR. (Y)YELLOW OR J CD O O X © (W)WHITE. 0 2"SPACE 1 Z 10' 40' 40' " I� 40' 40' VARIES 40' 40' 4"SPACE * LANE MARKING DIMENSION LOCATION 4 M m m EDGE OF PAVEMENT * 7 + AT OF STRIPING UNLESS NOTED g* � � r * � � � - m 7 m 1 m OTHERWISE. O m m-"'l 1-"- m _ CI' - 1 -4„ I- N �cA PROFx, t THRU TRAFFIC SIDE T4"SPACE THRU TRAFFIC SIDE t 4�� 4 4"SPACE (n ��G I NFF� 84963PE 15' SPACING TYP. O O 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 o ,3 REGON,§ BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. - �4/ P G LP ® ® ® O O p EXPIRES: 12-31-24 TRAFFIC FLOW W O 0 � 6' � fVARI ES * 6'�r 6'�-~ 6' ---II 10' r 30' 1 10' 4° <r I I I I I IF.- I ~ I I I3_I I- O 4 8 MIN -►I 16'►I 4 6'--18 �* �l 2' �l ' } IWi m MI * AII8,, U- lir �12,1-- y..12'� y.124 25" 940" LU Ti Li-E 15' $, } I 0 STRIPING a TRAFFIC FLOW v BIKE LANE LINE-8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITE OR oo DETAILS ,r BIKE LANE DOTTED LINE-8"WHITE LINE. YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. BICYCLE LANE MARKING-SHALL BE 90 mil WHITE PREFORMED > W o LANE LINE-4"WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. 1- 0cv SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING z o TYPE I MARKERS. >- MATERIALS. O Z _O O -3 FT. MIN.TO 5 FT. MAX. 2„f (� J r, O (ADJUST SPACING TO O O Z U Z v VARIES MISS WHEEL TRACKS) VARIES TRAFFIC SIDE m X 4 4.,r-m4iN"-.-1 Z IL O W < w --- --{ F-24IN 1 "THRU m 12" II- I- < z '1- N 1 /T N 1*14 ` �L m 36°< 36° W C 3 6 FT MIN. L 20'• AMARKER z- F- O W m m U) \z :\ 4" 4"YELLOW Cn 8 IN WHITE LINE VARIES STRIPEm m A m A - A oiw o „ 0 ' BI-DIRECTIONAL TYPE I 9 Q 10 FT. (6 FT MIN.)J CHEVRON BARS-SHALL BE 120 MIL EXTRUDED WHITE YELLOW MARKERS (TYP.) W D FLei Q STAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO-DIRECTIONAL WHITE TRAFFIC SEPARATOR STRIPE-4"YELLOW OR WHITE STRIPE WITH , 2 d PACIFIC COMMUNITY DESIGN z0 HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. BI-DIRECTIONAL TYPE I MARKERS. O2O 20 I- E W 12564 SW Main Street �-i? o O Q Tigard, OR 97223 oo CI_ 0 [T] 503-941-9484 [F] 503-941 -9485 r ) , PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 N REVIEWED BY: PRE 0) c 3 2 0 0, 0 3 0 4 v ,_ :7 S S 3 Z LEGEND POLES , _ R ' Riverside Homes LP Install luminaire pole number (X=number) per Washington County X Standards. , JUNCTION BOXES . ,. _ . . -.--n,Rm.... ..-•-•- DATE 6/20/2022 6/20/2022 POLE AND LUMINAIRE SCHEDULE . -------J8 Install PGE specification junction box REVISIONS POE POLE LUMINAIRE NO. DATE DESCRIPTION CONDUITS Pole Type and Mounfing , Pole No. Roadway Station Offset Arm Length Type Watts Style .Specification LLF Style Height S=PVC schedule 40 conduit size (inch) N=number of type XHHW conductors LP1 SW 174TH PLACE 12+16.04 16.26' L Fiberglass 25 Ft 6Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDO-POE 0,85 44-Q-0- X=conductor size LP2 SW A STREET 13+32.6 19.17' L Fiberglass 25Ft 6 Ft LED 29 Cobra Heady GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE , 0.85 LP 3 SW A STREET 14+67.1 17.75' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-pCR7-RWG-WL-FDG-PGE 0,85 - , LP4 SW A STREET 15+65.7 16,85' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WN-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 .., _..._ SW SABRINA LP5 11+7.79 20.59' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-VVW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE ..............___ , SW SABRINA LP6 12+31.29 21.51' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE SW SABRINA LP7 9+81.7 21.15' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE LP8 SW A STREET 16+64,06 17.45' R Fiberglass 25 Ft 6 Ft. LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE Q.85 PGE OPTION "B " NOTES . • LP9 SW A STREET 17+31.82 17.3' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WVV-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 1. Light pole shall be 30-foot direct buried, 25-foot mounting height two-piece gray, fiberglass light LPIO SW A STREET 17+98.92 17.6' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 pole. POE approved light poles are: LP 11 SW 172ND AVENUE 9+79,45 16.8' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head ' GC..11-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 Shakespeare BH13099S2519901 _.,................ ,____ RIVERSIDE CMT MDS30-F-100-S2-HS-PC-NP-18-22 LP 12 SW 172ND 11+64.71 17.13' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-201-1-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE PGE approved stubs are:Shakespeare BHS3009N3OL9901 SW 172ND AT SCHOLLS LP 13 12+30.89 16.47' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-VWV-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE CMT 25-STUB-UP LP 14 SW A STREET 18+88.17 15.58' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-VWV-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 MEADOW 2. Junction boxes shall be POE approved splice boxes. LP 15 SW A STREET 19+62 17.1' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0,85 I POE approved junction boxes are: , Newbasis FCA1324 1 8T-0 00 43 Quazite A421348A017 . LP 16 SW A STREET 20+31,97 16.46' L Fiberglass 25 Ft 6 Ft. . LED . 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 Armorcast A6001946TAX18-PGE SW 141ST Highline CHA132418HE1 LP 17 10+74.48 17.5' R Fiberglass . 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 Oldcastle 13241617 AVENUE SW 141ST 4S) PROress LP 18 12+19.82 17.43' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-VVL-FDG-PGE 0.85 Nee "Electric" or "Power" shall be in the lid marking area. AVENUE )\• CI c •-'),.--54853 10.3. Luminaires shall be approved 29 Watt LEO, 240V, most--arm mounted, cobrahead flat lens fixture with T--- ""- LP 19 SW A STREET 10+53.65 18.1' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-IVIV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 a normal power factor reactor ballast, with twistlock P.E. receptacle. SIN 175TH , OREGON AVENUE LP 20 4+29.6 15.8' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-IVIV-WVV-2R-GY-450-PCR7-RWG-WL-FOG-PGE 0.85 i.'Or 9 VPIN\,...\ , POE approved cobrahead luminaires are: \wo,, 1 29W Leatek GC,11-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-PDC-POE LP 21 SW A STREET 11+75.1 18.04' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 E. 4. The wiring from the splice box to the luminaire shall be PGE approved #10 AWG, 600-volt, 1 EXPIRES r2(3,1110n,.. 1 LP 22 SW A STREET 11+97.3 15.87' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 3-conductor, class b standing type TC with 45-mil sunlight resistant PVC jacket, suitable for direct , B buried applications, Rated 90°C and 75°C wet. . . E For 240--volt applications, the POE wiring configuration is: 0 Black and red (hot),.... 71 STREET LIGHTING Green (ground) Ai 5. POE approved concrete bases are: LEGEND d tY Utility vault 5CL-LB-PGE , 6. Mast arm for fiberglass poles shall be 6-foot, steel most arms. '15 PGE approved mast arms ore: ! STATISTICS - DESIGN VALUES TARGET VALUES , Utility Metals P1255'060 . fil Salco WP-125-6-S DESCRIPTION CLASSIFICATION AVG AVG/IVIIN MAX/MIN AVG AVG/MIN MAX/MIN , . = - MacleanPower em - Systs S-1256G SW 175th 'Avenue- ----\ Local 0.53 2,65 6 0.3-0.6 6 10 t3 7. Under this option, the developer will install the street lighting, the City will own the poles and fixtures, SW 174th Loop . Local 0.39 3.9 10 0.3-0.6 6 10 I ; ,I •• 44 and POE will maintain the lights. SW Sabrina Avenue Collector 0.52 2.6 5.5 ' 0.4-0,8 3-4 5-8 g8. The contractor is responsible for coordinating with POE for connecting the street lighting system to SW 172nd Avenue Local 0.59 5.9 12 0,3-0,6 6 10 the local electrical distribution system. ' SW 171st Avenue Local 0 0. ,8 .6 io 0.43 4 1 3-0 , . _ I a n caste r 9. All electrical components must be UL approved and testing lab approved from labs accepted by the SW A Street Local 0.74 7.4 13 , 0.3-0.6 6 10 &' State of Oregon. mobley .., 321 SW 4th Avenue Portland, OR 97204 I (503)-248-0313 ..-_ t mismomm 0 PROJECT NO.: 144-001 . TYPE: CONSTRUCTION ci REVIEWED BY: TEM 0. 0 t .. n ,-- 4,) tT)' ---, , _ -., u ... __ . sLimi ^ �• , 4, P :iti _ e •n7 -.. ., I v7. I�1' r !u uin , U:3 v• Pi 11. 1Io @a. 0 '• rA" o- IEa , t` , .� D ..,. s dom w c )11i A I 03 0.4 .1.td _ . �. IlL nW R � a3) • `1 :i f B ra,I u coil + 'µ'en I I , .. ,F.. I I 0.7 a. 0.3 , P C� °p;l u b`I a.t, I a,2 �[ • I° ! . I 0.d 0.d Q _ `.'�'! ..,,�_....._ - ,.,«._ �.... ,i I I I - .,,_,.... .u..,..�., _ l °{�,II 0.d I 0.d P p , a" .„l. �...... _ .1 1 .._�_� _- I_ ..._•,-,..-._ iii,„., lCO - - Tii _i_ I 1 '01 L,4 41.5- 79 11:: . .4C -----"-------r-- , I I,. P 4, P • ttil .4 Ilk 111 0.3 0.5 0.5 �1' I Z 1 0.3 0.3 y j ti., I I G a.t {I.' fl. cv *I8 i il3 IF • ' 11 1 G.Er G.! 11 0r�1 "�'- �•*•: {' 0 4 0 7 .' ( 1 1 ; 1-1 I I 0,s 0:5 I. II € r I I - IkiN�" I Lf +� -x- - ` I 1 D�'►TE; 6/20/2('}Z2 LP ,� r .f (tr. ! o.a a.al a-9 ,�� : . . J pi ►�� _ p.7 G.7 h. ri, 1 IRIN '"+d I.G f,.W G �, " �� ._,.� - - _.- 4,41� ri io rFr 'I _..___ - -4 a ',�' i L P f = ., 1 _ ..._�_ I IMu. II ..� - w 1 �� ' ' - REVISIONS ern • +' _ i o.s G.7 G.9" 1 7 T I� cl.xNII r; I �, % ��!�l�� 1l i.l 1.i tr I illilb� G ;�1I -1-- ( a 11, 1, 7 n,y G . I .' St! I �? 1°n'' 010 PJQ. DATE DESCRIPTICyN ' 0.4 0.8 iI.H 0 ' I I�° Y n,'1 fY.900-1r. , G,'r n,l+ u 1 Li 1: DDF� b° lJ lit pp _ I - I _.di tJ I o - I -I..� (,1.H I a,6 4I i ___ ,_ ____ „..,T, . • , 1a I 17 L � r IY )3-''''' 8 Q i 0.0 : :Ø ',, r r r i 1 hi 0 ,I, . .1111rilli -;.(n)in Ir r� .- . . . i• , 111 I hichi it I. r � 1 L. {�Fi 1 n.7. c1..7 .i n L _ -�: il,i ,3 1 a -' 014. �v , 1 I 1 +r digI. i, pr1 0.2 {i.. 1 z - ,. ., „ ,i„. o,a .o , . il+l'. " dB_ iiii i' . ' V G.2 {)_3 rl.:.'. U 1 I r -� n.1 a. n. f 1 RT .o G a. . : ,,, - - I 1 LI i _LI . I 7 - - a_z G_s G.4 0 IC' r IV. LP 0.' +.� II " . . i 0.7 .7 O. 11 n,1 l.i aAll I 1z _ lo L Ip) - `I_._i- PGE it, j - `� r a r 0 ',EioL. • 71 ll" 1 a,} 1 n. FLi FT F V 10 I - ,wGN _ .1 ' kf/ � 1 _ _ ..._ ___ _ ' � 4,3 0,3 O. 1 ili w. -.Law `1'11' 0,6 0.9 4,a 0. I . it .MI' Q,d { :3 0,2 '� � ++,,~ �t 0.2 7. 0, (a^ -i Q 3 +. M r 1 �- I W_ _ 7 •+ I ~.ft , ` ~ B 1 + i �.. till I .r 1■� 0.9 0,7 a, !r � i�1 __,._ __ 2 2 • . ..._ _ � , 0,3 o. n 0,7 4.4 0.'.3 } ,''` PGE 1 Q �,, 'Ir., I kla � m__ .. __T � �- =9, ,.-A i l�- ,'4 „a aJa G.9 0.4 :,7 G,`3 4Qr,9 a.9 a,a 5. f" 1� 1 r ,...,� �_ _r, I I @,� s o. . bikk G COLp LP 0 1 P9 ' cpi L. i� 1 10� 10 1 `.• ..,., + \ v• r,6 a.7 0,7 0. ar. JU i 4• Q,7 ei 0, - �7+' "C killik '41,461 �� , n' Y $ G,4 0.,3 llti f� '141 r ..,r.. Pt::. 1 . 1 1 It 1 '1 I 'L I} II ' v V "II MI �rF/�Y.�E„ 11�A .ill.., 0.3 0.•i.ti tIPPlAtitabp *L...‘14,71,14 , V�7 v' r.d a.s G.sKA 1 9 - iztti il v 111 07 1 !fit ' . ► � �- ►,� 411110=62 ! I _ ' _' ! _.__ i� 113 RIVERSIDE -tea `[•` „" rIP7P7M--':“ rp �r - �_.-. - - - t).1 is., 1}. I�{) ;; ;ram+.a, - °,IC -, ilt � ah-,: :`, ` ` 4 7 0> . rr , 9 0.3 0.4 0-4 0,4 -- r - aw1 .+►'lr"t �1•' „t► _ _ �► w' 0.7 f.0 A�JR� T ' '` � .• Kil►.�► aIal r► I. �;- 0 AT S C H O L LS 0 1 0 u 6 0 Gg 9 G, �j1 r r 1�^ R r I G.'. 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M .. - • a U,6 a s U.0 l�:y 3 0 7 0 8 1 Ilf�i�.Tl�!��sa _ AY1_,..,..,,!411�'!"+N-. �er�w ....,...r'.dtwii, . . ,.. -• 9 i 19 'P(9 "�`: --"+'. r "" _ i R ' .fi 1,7, , j. i, .Tir„ _ 1 Iii 1 r o.s a.s a.7 �;, � 4@laa,a a.a-. .1 � �_AIP111r4 1 o,a a.l a.a7 1, �` + 1, E1 JB 0•„ a.2 0.� I � i ___ iiii MATGHLINE 1+1 ( � `/► ► � � �'��l�r�■� ��. ` � � rnw��` Ill SW A STREET � . ,,.�,�;�'�11-_'�� a7 a q a,s ,• ,, �,�� IMF -+�r _ �- �, _ inni �� PGE � ��+��` - � ��rr.0 AARJJ(1/`es��t.� Sii,A,10.1.111 0.7 0._n �1. Nib iIr� l Q.7 Q q 1.ally rR„� ,•�' + � G~� - ` 54853 AVAMMIMMI c2 7-0_ iRrarapi ' Alt 4041Pr Air, d__ t • io _PIC) „ _ 10 �� s 0 L7P . LiP .. 3 G o OREGON ' PCiE } T��Y 9 2p� . P - - ,,- - s" z.a .. r. .4;7 _____ L G.9 n I 7 - ,-�_- ---- ----.� .... EXPIRES ti 2./I.) f 1ia7 ri. 7- 1. ,0 0.7 n,6 n 1' I EG.5 I9.6 n ; I - . :IJ r . 1 , „- • I_ - ® ..:. rn - STREET LI HTII R �y!G ci 0.3 f1.4 G I - �,._. - WT cv 0.2 0,3 : aHLL I PLAN tLl tC}� . I Al , 1 !fp )LUJ1_ I cu -, i * Nil 17..r>T_ T1 Li_ ... 0.2 _.3 0 1litellit--, .. - U d 0.2 .3 0 4 I 1 I I w . 1 h _ . . I . . • 0.2 i.3 O. L - � G,3 ,3 0. mom., �.. .�...�.. --, .v,...,...I._ ,_, , , �,... r .. .., -, -A,ji . . 1 Ian-caster........ ,.) -,) 1 0 110,46,.....„...,. 0.6 i.„, 0.,, ._ .._, ____ lb item __ a. Ilk0.9 -9 a-.1 ,.�� .. _ . ,..- mobiey Q . _1 L._ ___... y ` LP _ ` ;, 1-!s JB 321 5W 4th Avenue c(,)) i_... _______ < 1A d �r► _ PGE Portland, CAR 97 04 f ' iIJ N' it; G.H .9 0. I MATCHLIiVE . --`-`~- (503)-248-0313 0 + �ir. ...112 I A - - _ I �__ lan asterm©bley,com VilaiRAMILM milim6 4139+111i 0.2 C1.4 (7.;; n.'f 0.7 0.7 0.7 _ 0.6 0.4 ,,U.4 0.5 G.li 0.) G.H 0.9 {1.!a0 Cl,6 .7 0.8 i'll* 'ir � rY0 . "� -_ _ _ _�� I �.„ _ • PROJECT NO.: 144-O01 CV G.X L}.a (1.fi 17M6 0.9 O.q. 0.0 0.6 0.4, 0.4 0.4 p,�S G.ri q.'1 a.x 0F'1.0 7.,U '- (L -�,7 O,,ti` r 69t.J � PP" , 7 p Ail i4kw& 1 .i TYPE: CONSTRUCTION, 2 4 itik .. . �..'11116 ' r�s ur"+�n6.�-_- ie b e. 1 (7, 0,'1 0,6 tfZ -4 .1.... ) L,.,,, 1.01.7. a' 4,1,r [Pe-6 7a043 -8 Ai ' 'FTAi VrPIgiwa....,l.5k,,7j.....-1.l.,..J.iM O,.mil,.Ei,lA l,1.4irarAr-i,, iAV III. 'IIMVIIMP4r.ii ii,„,..IPf.,IMf1aA V.lVgIrIAI1CI,mII:.tI`P-aIFN-Ik.-,*t A-lili-0".A7i0.(i r ---4ii,- 1...w9: REVIEWED 6Y: TEM PGE !fi. ,1 "' !' __I.:{ i Ir.I..'i:. .,.i. I. i�l rr'+r,+,.,r.,.... y 1,,7 0.9, l 5410 Will '.41107 = SW A STREET} 'WV' l IA '.60.-461464, V, I or- o N JB .�r..; , _A,,.n r.. �.. SCALE 1 INCH 30 FEET Uerr= -,,.r.�..�.. v,r...v.,-,;,. 1 G ID „ . ......, 010 19".. 2P r. 30 0 30 60 s L ,... 2 d . .. ..............,....,.......,........ ____, ,..i x - - - - U CO V - - - - - - 1036 v O / v r1'1 STREET TREE LEGEND: NOTES: 1000 3 1049� 27 1050, �i 1. SEE SHEET L1.02 FOR STREET TREE 1035 I LEGEND Et NOTES. 5 ° I) ` ° I 6 15 �� ti� 16 2,610 SF [ RAYWOOD ASH 2,653 SF 3,202 SF 3,150 SF x I 3,536 SF ' I - 3 I 2. SEE SHEET L1.03 FOR TREE CANOPY I - I 1 3 a 26 •j SOILEXA VOLUMESLE NOTES, DETAILS AND Riverside Homes ■ SA DOVE TREE S. x 4 4'8 3,0 9 SF 14 ('11037 17 2,970 SF 1�1051 3 �- 3. PLANTERS UNDER STREET TREES UNLESS 3,349 SF I ! ° I 3,019 SF . 1�1 4 2,970 SF ��. I OTHERWISE NOTED ARE TO BE SEEDED I Zi 03 •�� U W 1001 ° _4- 1�1052 WITH GRASS SEED SUPREME MIX (LAWN). x 3 :_.) 0 I �' I, AMERICAN HOPHORNBEAM SEE PLANT LEGEND AND GENERAL = �' 14 8 13 ( I ° 1038 0_ ( 18 25 ��■I Q �272'- 7 AJ IF 1033 2,970 SF '■■I = PLANTING SHEETS FOR ADDITIONAL O33,019 SF I JI/ ilh M, Q 3 ,., INFORMATION. x 1002` 1 3,019 SF I 3,240 SF I PAPERBARK MAPLE z DATE: 6/2/2023 I o �� 4. A PERMANENT UNDERGROUND 6'FROM BACK ��' ,., 9 6'FROM BACK N- E I 24 IRRIGATION SYSTEM WILL BE PROVIDED OF WALK,TYP, OF WALK,TYP , I M 1 m 3 FOR ALL STREET TREE LAWN AREAS. REVISIONS I 1 2 3 / W 1046 2,470 SF 12 ■■ 19 z,97o SF 1► 1053 Q 3,099 SF 2,484 SF 3,793 sF1003' ° 3,019 SF , \- AMERICAN LINDEN _) Q . 1039 cn / ° z,97o sF 41,' > ■ 5. SEE CIVIL PLANS FOR IRRIGATION NO. DATE DESCRIPTION Y -_- I 1 1032 ►�1054 WATER METER LOCATIONS. STAND A 1 23 �11� EASTERN REDBUD 6. ALL STREET TREES ARE TO BE INSTALLED cc 3 '--r �j - C103'= 14 I ■I■� OC 650'= 16 2,970 SF - 'I �' 4,144 SF 11 J 20 AREA: 2,811 SF �� Airi,05 ,1004 _ 1r ° WITH A GEO TEXTILE ROOT CONTROL /\3-BLJILT 3,709 SF 3,240 SF CANOPY: 3,514 SFISYSTEM PER CITY OF TIGARD DETAILS 41006 %� / , SHEET L1.02 Et DETAILS 1 Et 2 SHEET _ LAWN- SEED WITH GRASS SEED DATE �i�-�-�� _■-��. Z 1 03 6'FROM BACK IIMI•\= �OEI• IEM \� CA I'1045` ` ___ PCF 4 � OF WALK TYP _ �. 41�1��`I" �� .V4v 22 Au - I-�_ SUPREME MIX SEE PLANT LEGEND FOR L1.03. APPROVE 10431042 i\/ 1 \7 - 1041 1040- rimerz,97o SF 1�- 055 TYPE AND QUANTITY- SHEET L1.02 1 7. ALL STREET TREES PLANTED IN COUNTY 4 . . ‘I- , - - 4 �,,44�� ` TRACT A ,/ PUBLIC RIGHT OF WAY SHALL BE _M ., 4 __ 2,778 SF ilL .1007 i1008 10091010 .1011 �10121013, W � w SW GRAND STREETINSTALLED PER WASHINGTON COUNTY akwiiA , rSTANDARDS - SEE DETAIL 2 SHEET L1.02. - , 1029 ®k memo./ mm- •m• _m�. _ ...my ..1.. -.�� ` 4*,1015 1016 1017 1018 1019 II 1102021 W .r' ,.1►® 3 8. SEE CIVIL PLANS FOR TREE I 0 1021.• y ,! ..�� 4,269 SF / ® ® ® �`. = _ _ _ IF �._.. `A►''' IA* ` ® PRESERVATION Et REMOVAL PLAN. _ . _. _ ._ _ 022� • .�� pi A 1023 _ ' 1027 WATER QUALITY POND STAND H 1 ®` 04"�'!� 1••�.. I 1 1025 ��1146•0 ' SEE SHEET L2.04 ®® AREA: 6 944 SF '•,�`�\ • -1 -71 CANOPY: 8 680 SF *40464,-wti, ! I-® ` TRACT H 7 4 .�,� 1087, 4 w Po ®® d��0S` '�I4,* ��: 1088 I Ill IIL 46,477 SF � QQ '�',� ® CO *��i�- 4�- -**14� *0 -re.....1� 1143 44 W w - ��,�� .''�y•��i� LTRACTG♦ �'`� 624= �16�+� ��. w ul 1 1\ - - - - - - - - \i‘• %1* Io• '‘ A ‘ %" Akio, \6,07 F A6AkijANIL ...... 7: AL Z *4-44+A*4**°' * *401 111.44074404.41V 9:"- A 1 ioL. "Nobit, _ a RIVERSIDE ilo\ \_ 1° STAND G-1 x AREA: 7,195 SF AT S C H O L LS o CANOPY: 9,248 SF TREE #71690 MEADOW O TREE CANOPY SITE PLAN - AREA 1 Io I II° , \ ��i _ _ - -_ _ - - _ 110011- iril - _ _ II s - -` 'lii■■iA■I�■I• `� *� - - - - 1075;, `�. ° 1S1 E// 1073 1107 56l 79 ,,,114,�� PROPOSED TREE STANDSsl3I10612841 ,I : 074, 42 55 I I I z,623 SF 11��3150 SF ■■ 3,150 SF 3,150 SF r..rl,, 0'01108 I 2,400 SF l I �, TRACT A TRACT H1 ' 3,150 SF ■■I ■■� IE�, ��•�� I i � 3 1 I ,�■ I 57 W I I 78 I112'�I�,h. TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY '["' Kristina M.Koltavary �+ R4 1 �M 1 0;1109 I U F>, lillI ME 54 ■■ ' I 1,500 SF 1 QI 1,758 SF .r�1g AREA AREA % OREGON w J 29 40 43 /�� 3 �� I 11 "/ 77 1130 2,970 SF 2,970 SF 1072 i 2,970 SF 2,97o SF .�I 1i 58 II 1 766SF �� p PROPOSED 2,811 SF 3,514 SF 6,944 SF 8,680 SF 4' lioaio21060 I 1106 ►111011,500SF I W �� _ / ►n WI- ' AE A_k JJ 1 > 1pi: TRACT G TRACT F ,I -- I ( I1059 I •1071 W 1„ 1076, l ' Q , - I 59 I 1 I 76 11131 I11 1 I 16 Cr) 30 39 I 44 53 Ø1111 II I 2,307 SF %�' 2,970 SF ,■ > �iii 2,970 SF 2,970 SF ' ~ .I 1,875SF Q 1i � w TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY = 2,970 SF ll Q ■■ Cn-`I i!■ 1LL I • AREA AREA -' I ,AI 0 I- I 6'FROM BACK' ,�I 11 ♦ 60 ■ W I 75 1132 � Y I■■I cv I■■ 2 OF WALK,TYP mi. > ►1112 1,875 SF I I 2,320 SF00 PROPOSED 7,195 SF 8,994 SF 7,515 SF 9,394 SF TREE CANOPY ° Y] 31 38 I ti 45 5 i > I �. 1_ I �I 2,970 SF z,97o SF 11�1 I 2,970 SF 2,970 SF p1105 =-1 74 1133 �� TRACT E TRACT D ,, • 1070; 5 61 1 1 :�1 Ct SITE PLAN 0. �- 1 �� ►1 1 13 1,500 sF (n I 1,794 SF �VI �, II TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY I ' _- 10691077, I '_I �h. I 1 Cn ► 73 1134 AREA AREA i 10,7132 37 II �� 46 51 I " Or 16203 \ 2,970 SF 2,970 SF I■■I 2,970 SF 2,970 SF �■■ ►1114 1,500 SF 11,801 SF 1-TRACT C PROPOSED 7398 SF 9248 SF 6793 SF 8491 SF ��■■ -� I: � r I 3,294 SF 'ill 1.ill 1 I [ 6'FROM BACK `,�■I I■■I 72 ,I►�iiiI „ b TRACT C 63 w 33 36 OF WALK,TYP ,�, ■■j 47 50 ..1� �*1 1 1 5 2,195 SF /). `-. 2,662 SF �� • /.- 2,970 SF 2,970 SF ,1168 I. 0 1104 '1/ L - �,. `�� 11354,,_�'' TOTAL AREA TREE CANOPY 329- e; M ri 078 2,970 SF 2,970 SF N51 ��, AREA3O� I11056a I�� li STAND C 1 l� �' "�; - �� kw ■E I' . SW NORWAY LANE AREA: 4,826 SF ! �.; PROPOSED 3 294 SF 4 118 SF w -1 1_ 697- 17 _■= _ CANOPY: 6,033 SF �� 4'►kO� �� . ---- wr,`IC 41 w1:!.............fi, I , I OD 697'= 17 II 1' I . 49 -,11• - I�lt��lt■■�■1�■ 3 !'_�� = I - I 4 188 SF 4,1 58 SF I •`i IL'°79 v. 4,188SF 4,188SF 1103 r - - - - - - - -TREE - `��, I i, I STREETWITHOUT © - - - J I `� 1 �I� rm tI '` o Iw `� ROOT PATH " __ 1' ui ip_ 1062 1063 1064 1065 , ! , , `` 71 w \_ _ 1066!1067 __1 N I II'1097 .1098 1099 ',1100 t1101_"1102-�1- j►1116 64 65 66 67 68 69 70 F 27s5SF �I�� 1 SW JEANLOUISEROADI PACIFIC COMMUNITY DESIGN 1� Z \ y ` /\ � . Z . . . .. 2,250 SF 1,500 SF 1,500 SF 1,875 SF 1,875 SF 1,500 SF 1,500 S ll,,�t I o / ''/J,' I ^ o J V \/ \/ p Z II I �1l , N LLL/L�L�L 12564 SW Main Street Z = SW GRAND STREET H o41� - �yllr./.iy- ./'il.� F 4�AI M Q uA inkli. �. w �� W w ii'i� /ii . �'/�� o Tigard, OR 97223 tr �� W w r� ►�� '� �� 011 ►1117 �� `,► fir! r/ / / /• Q = i �9'2 1093 1094 095 ' _ I„ i�ii ��// // i�i/' [T] 503-941 -9484 O :_ _1081 1082 '1083 �y;1085 =' ��►109 �� 44 11 ," 1141 • i 1138 1137 1136 wit► ii/ %%/ i1� ��i �� - �� r� �,�� , �� I 1.��+ �� 0 267- 7 S ��"` NILV. .i.nivini2LL �- *Mr& � � / A=r �/'�o - PROJECT NO.: 144-001 k�i._� �a .0! _ �h, % �� `. . \ ;; �� or .�TRACT D. ► 1106 .42kill � �� •r1, WO W � -`y►_ - _ _ -�► ►� 1414A,Plivippr‘)Aliktalkri---► , - �. AMA li► O� O� - - 1NI�'_ _ _ �' �` � TRACT E �i. �. �� ► �� ` _ . � _�/. '��- �: .. .I� .�. �� -��-`' TRACT F � �� , ��- ® v_ TYPE: AS BUILTS -� 5rwit.S. 14" ,7SF -- �- �4 �, _ � _��-�-� �, 1 �, � �� 6,418 SF �� - % /�/•�,-- ��-�_��/ �, �, � . /� / , 5,746 SF�: �� /I��1 ►� �, �� SIWirlf.V.W41 LL/ L///// /L � // /// /v46_ %V.. 3 REVIEWED BY: KMK 3 I N ° KEY MAP e 0.0 STAND F-1 STAND D-1 i AREA: 7,515 SF AREA: 7,398 SF I SCALE o CANOPY: 9,394 SF AREA: 6,793 SF (z) 40 0 20 40 CANOPY: 9,248 SF CANOPY: 8,491 SF v m L O TREE CANOPY SITE PLAN - AREA 2 1 INCH = 40 FEET Ll . 01 a z STREET TREE - PLANTING LEGEND NOTES: SYMBOL QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION 1. PLANTERS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). • 17 RAYWOOD ASH / FRAXINUS OXYCARPA'RAYWOOD': 1.5" CAL., BEtB LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. RATE: 8 LBS/1000 SQUARE FEET. -12 DOVE TREE / DAVIDIA INVOLUCRATA: 1.5" CAL., BEtB Rai Riverside Homes I1-/ 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS te - 11 AMERICAN HOPHORNBEAM / OSTRYA VIRGINIANA: 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 SURFACE PAVING OR UTILITY BOX. FOR 2" Pea Gravel Backfill ,_In Planter Strips, Root Barrier Shall LOCAL STREET SEE DETAIL 3 &4 SHEET L1.2. FOR COUNTY ROADS (ROY ROGERS) SEE DETAIL 2 SHEET L1.2. \ Be Min.36"Depth x 10'Length Entire Length And Depth of Root Barrier Prti On �� 63 PAPERBARK MAPLE / ACER GRISEUM: 1.5" CAL., BEtB \ Treelaced AndVe centered cally on TreeConcrete Side Of ., 6. ALL STREET TREES PLANTED IN COUNTY RIGHT OF WAY ARE TO BE INSTALLED PER WASHINGTON COUNTY ROOT BARRIER DETAIL - SEE DETAIL 2 SHEET L1.2. \\ 7. ALL PLANTER STRIPS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. Sidewalk \ �� Curb 15 AMERICAN LINDEN / TILIA AMERICANA : 1.5" CAL., BEtB �` \\� �; DATE: 6/2/2023 8. BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY)AMENDMENT OVER THE Do Not undermine / g` Structural Components �' AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS when Excavating. ' - �\ jEl REVISIONS 15 EASTERN REDBUD/ CERCIS CANADENSIS : 1.5" CAL., BEtB AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING '�� MAY BE NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. NO. DATE DESCRIPTION TOTAL = 133 STREET TREES J, GENERAL NOTES: LANDSCAPE PLAN GROUNDCOVER 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE AS-BUILT SYMBOL QTY. SIZE AND DESCRIPTION: IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY TREE ROOT BARRIER INSTALLATION DATE PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. (Not to Scale) APPROVED 12,765 LAWN (SEEDED) S.F. 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 UNSATISFACTORY CONDITIONS HAVE BEEN RATE: 8 LBS/1000 SQUARE FEET. CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. NOTES: All Street Trees With Trunks Closer Than 4 Ft.To Paved Surfaces Shall Be Planted With Root Barrier 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. Between the Root Ball And Paving. Plantings Within Tree Wells Require Root Barriers Along All Sides Of The Tree Well. 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 Insta anon To Be Completed In Accordance With Manufacturer's Specifications. 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. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. WASHINGTON COUNTY TREE ROOT BARRIER STREET TREES BY STREET FRONTAGES 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 $ .. DEPARTMENT OF LAND USE & INSTALLATION FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. �-% TRANSPORTATION o„r,.oi ENGINEERING SECTION OA 272' / 40 = 7 TREES 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF PLOT SaT MP:02/24/115'33PKELLYECAD: VG EFFECTIVE DATE: 3/18/2011 WASH,co. n 4010 STREET FRONTAGE IDENTIFIER REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BO 543' / 40 = 14 TREES BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN © 650' / 40 = 16 TREES0 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. CD . WASHINGTON COUNTY ROOT BARRIER RIVERSIDE DO 697' / 40 = 17 TREES �/ SCALE: N.T S XXX'-X 10 XIPRESS WRIN TTENTH THE OCONSENTOF OOF THE ODRDEXIISTINNG VEGETATION TO REMAIN SE TREES INICATED ON THE TREE REMOVAL LSHALL OBE PROTECTER D AS DIRECTED BY THE ODR.TREESSHALL NOT REMOVE ANY DURING CONSTRUCTION WITHOUT THE _ AT SC H O LLS EO 697' / 40 = 17 TREES O 329' / 40 = 8 TREES REQUIRED STREET TREE QUANTITY LENGTH/40 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. • MEADOW FRONTAGE LENGTH 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREE TIE (2) GO 329' / 40 = 8 TREES TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. /1\ GLAV. STEEL WIRE; LOSE O 497' / 40 = 12 TREES 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE . TO ALLOW 4" OFF RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. _ MOVEMENT IN ALL O 267' / 40 = 7 TREES `-� DIRECTIONS r 1 S r 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 MULCH AS SPECIFIED. � `-�( FINISH GRADE �V 1�� O 267' / 40 = 7 TREES MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. KEEP MULCH CLEAR OF kik4,6 TRUNK BASE. CUT AND REMOVE TWINE 513 O 624' / 40 = 16 TREES 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. BURLAP, AND WIRE BASKET •2"X2"X8' WOOD STAKES I FROM TOP AND SIDES OF ''V--0 -7ANCP•-n • TOTAL = 129 REQUIRED STREET FRONTAGE TREES SET OUTSIDE ROOTBALL. 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT ["' Krishna M.Koltavary �+ SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT ROOTBALL ON _E STATEMENT: WINDWARD AXIS : 3' UNDER FIRST LIMBS OR 5' HIGH. AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. J OREGON w(REMOVE AFTER ONE WHICH EVER IS LOWEST. I, KRISTINA M. KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN YEAR) -- ( J N 11/08/02 MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD 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 -I ' I a ' NOTE: �k� C � URBAN FORESTRY MANUAL. SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. BACKFILL SOIL Z -- �I 1. TIE BRIGHTLY COLORED AE A� �____ o w P.V.C. RIBBON ON WIRE KRISTINA KOLTAVARY 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED ' -III- \2 GUYS. (MIN. 1 PER GUY.) REGISTERED LANDSCAPE ARCHITECT#513 BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 1 1 1 I III I I - 2. IN LAWN AREAS CUT TREE . III III- CIRCLE AT 12' RADIUS FROM 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. I I- - TRUNK. 9 E 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. / DIAMETER OF / o ROOTBALL + 12" E NOT CLOSER THAN 20' MIN. 20' TREE CANOPY 0 co MIN. 6' STREET RIGHT WAY CORNER DECIDUOUS TREE co ANY DIRECTION MIN. PLANTING LEGEND o SCALE: N.T.S 7 cN STREET LIGHT CATCH _ DEEPROOT GREEN INFRASTRUCTURE, LLC Lri o STANDARD BASIN 101 MONTGOMERY STREET, SUITE 2850, SAN MIN. 4' MIN. 4' DEEPROOT TREE ROOT BARRIER; FRANCISCO, CA 94104 NOTES Et DETAILS cN MIN 2 1/2' UB24-2; INSTALL 2" BELOW CURB IN O@D F415�$P 9000T.COM STAKES FROM A HARD MIN GRADE (BOTH SIDES) TREE TIE w SURFACE 2' 12 LINEAR FEET MIN. TREE TRUNK N 0) A SIDEWALK MULCH I / / / / / / / / /,--/ uJ _ - .. IIIIIIIIII�._,,, cL , Ul o DRIVEWAY VI o �•� I-UJ \ PLANTER "' a > O v) ,O I�� Lil = fV • ^ `y o SIDEWALK �_ WATER z o __ METER 11" SIDEWALK �11:1111) PACIFIC COMMUNITY DESIGN Q PUE ° _ X ,► / / / / / / / / / / / / I NO TREES • < FIRE HYDRANT, I 1 / / / l / 1 1 CURB o UTILITY BOX OR 12564 SW Main Street z UTILITY POLE GUTTER Q Tigard, OR 97223 NM z MIN. i 5' FROM z 6' / STREET _ [T] 503-941 -9484 FACE O' BUILDING I l O J J LATERAL OR ANY o to OrY IT il i a1/2' UNDERGROUND X ' PORCH ; w UTILITY 12' / PROJECT NO.: 144-001 Q 0 I L p TYPE: AS-BUILTS I 0 N I � HOUSE ' REVIEWED BY: KMK cy) % 3 - I i o 0. O TREE PLANTER AND BARRIER FOR 0 O ( CITY OF TIGARD STREET TREE SPACING TREES WITHIN RIGHT OF WAY 0 (:'::; ) • - SCALE: N.IS SCALE: N.T.S a Ll • 02 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 ROOTPATH)xSOILDEPTH CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND PLANTER STRIP AREA=6 FEET X 22 FEET=132 S.F. R-I Riverside Homes 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 IOPEN SOIL VOLUME=(132S.F+4000S.F.)x3'=12,396C.F. 2. LOAM/ORGANIC TOPSOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE ` 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. solL(5o'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 R PART 2. PROPORTIONS OF COVERED SOIL MATERIALS THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL 7 3,1 /� TREE IN A 12'RIGHT OF WAY(500 C.F.)THEREFORE THIS SOIL VOLUME MEETS T +w`'y�. . MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. i� / CITY REQUIREMENTS. 1.;;;:'...� /, DATE: 6/2/2023 A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION ., = ..t\ ` - v, ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO i �' ;'�`"'� �`' • i'Y ' REVISIONS AMOUNT FOR 4.6 CY CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND / � 1t.' ?�� I f `��,,, t MATERIAL AMOUNT FOR 1 CY ,,. ., / OF COVERED SOIL OF COVERED SOIL PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO , i?41 `�n INSTALLATION. r tir '�' .`.,T ��}� lit ��tM NO. DATE DESCRIPTION CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS '\ �BLENDED SOIL PLACEMENT AND COMPACTION: y ANDSCAPED FRONT /�'� ` ,, ~ � ;> TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD 0 YARD /// • 'S•. s 4 / OPEN SOIL VOLUME) / /\S-BLJIL_1 SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN .a�+f 4 4,000 S.F. / LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2" Pc� SOIL BINDER 13.7 CUBIC FEET 4 POUNDS / z COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM ' LIMIT OFAVAILABLE r a s' DATE DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR SOIL(50'RADIUS) J 1.6 GALLON 46 GALLONS OPEN SOIL VOLUME D a APPROVED WATER LL OPEN SOIL VOLUME SPECIFIC BLENDED SOIL MIXES. /��////„ w O 0 CURB 1 +3 TREE'A' LL 0= B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER 2 • k CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE l ROOT PATH COVERED SOIL li bill I I k ' VOLUME(MINIMUM WIDTH 3') STREET STREET DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL I V///// vorNI�I iviiN' rvlW( 'MI l')iMIaiturfdliotk „ �1 , . /BE DETERMINED DURING MIXING. `°°°° °°°®'•°°°° �ROOT BARRIER PER II _ �`� Cr'J' `Y �` �B'� � *I-1IIIIIIIIIIIIIIIII . � ��MANUFACTURER'S SPECIFICATIONS — -III—III—III—III °O000° °o°o'o°o°o \/ /\ � � _ _DEWALK _ _ _ °0 0 0 ° 0 0 o I — I I I - 11.-III—I —III—_ 'o0gogo3'�goo.g0000 �jj��j —III—III—II III—III—IIII PART 3. COVERED SOIL MIXING PROCEDURES \ \ \ I 1 III1 o°or000a "°oo — I_1 i — I��—III 11 1III—III1 11 —� SOIL VOLUME UNAVAILABLE TO I_ 1 —I i I—I —I —I�— I— 1 III IIIIII- \\ BUILDING TREE'A'WHERE NO COVERED LANDSCAPED FRONT YARD —IIIIIIIII— 1 IIIIIIIII III1 —111 — 1 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 11-111=I1=1 =1 III II— ' ROOT RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES \\\ SIDEWALK MANUFACTURER'RIER S MANUFACTURER'S SPECIFICATIONS THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND \\ ROOT PATH COVERED SOIL V VOLUME DRAINAGE QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. \ I \\ I�12'RIGHT OF WAY—.— PROFILE COMPACTED SUBGRADE B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. N F 12'RIGHT OF WAY --CURB C. ADD ALL OF THE TOPSOIL MATERIAL. LIMIT OF AVAILABLE //: PROFILE SOIL(50'RADIUS) __ NO SCALE D. ADD THE SOIL BINDER. 1 EXAMPLE SOIL VOLUME CALCULATION — STREET TREE DWG. NO. RIVERSIDE E. ADD HALF OF THE ESTIMATED WATER. PLAN APPENDIX 11 WITH ROOT PATH F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. AT S C H O L LS G. MIX THE MATERIAL TOGETHER. MEADOW H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY .� STREET TREE WITH COVERED SOIL WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS SCALE: N.T S AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK �\ S TE 0 SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED � -� CRUSHED ROCK IN THE MIXTURE. tJ I II ROOT BARRIER PER TOTAL SOIL VOLUME CALCULATION FOR TREE'A': 5 I I MANUFACTURER'S J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE II II SPECIFICATIONS OPEN SOIL VOLUME=100'x 5'x 3'=1,500 C.F. • • TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE , COVERED SOIL VOLUME=OC.F. DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. / PI TOTAL SOIL VOLUME=1,500 C.F. C"' Kristina M.Koltavary OM OREGON w PART 4. PLACEMENT OF COVERED SOIL I 11 ce 1,500 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A STREET TREE IN AN 18'RIGHT OF WAY(800 C.F.)THEREFORE THIS n 1 1/08/02 �� I I LL SOIL VOLUME MEETS CITY REQUIREMENTS. U� �✓ A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO 71' 2 ��L ^�NOT � ,I*I. L 1; t� z STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE cWi PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL o a TO I DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. 1 ji oIL = TREE'A' B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE 0 / I ;,T 'S , *•,: " ARCHITECT —CURB W 1 7 '-s TREE CANOPY AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS m 18'RIGHT m '»�� T y.}t., CO INCORRECT OLL I OF WAY g Q 'j'j^ .rs� tti. `ti�.A GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING O TREE'A' a t- .�..• o PLACEMENT OF COVERED SOIL. LL �III1,fA c '.,;.1. 1r' '� * PLANTING LEGEND vi '� L h ``1 �" AND NOTES C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. 1 #f� - SUB-GRADE viir*P.T. , \ ., 4 tihV ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL �' = : �• $ ;;•,--;,. 4,{ o STREET �;/[!/e / 4 CONSTRUCTION V w ell& - '1 4 5'PLANTER w \ DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND STRIP H �_• w LL z III OPEN SOIL VOLUME N COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. SIDEWALK 11� OPEN SOIL w ° ROOT BARRIER PER MANUFACTURER'S ��j 1 VOLUME z m SPECIFICATIONS - D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH ,I�/ 0 ° I CURB w LIFT TO E �. o THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT /, LL w EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. %1D lb i w TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL �� SIDEWALK THAT U' g WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE c k 8 ._,____.__._,__._,__.____._.__-_,__._,__:_! 1maw-55� s." , F,D OF _, 1-111—III-111-111-111=III=III-3''I lir\\ \\ ' f' { � � ' PACIFIC COMMUNITY DESIGN w THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF Iri /� g I l 11111I111111 �/ �/ — 1-11- 11 1-11-11 Q AT LEAST 12 INCHES ABOVE THE UTILITY LINE IS REACHED. / a'a 1=1111I11111111=i I I _��_j 11 1 I111 11 111 III-I 11—III—III—III—III—III—III—II III III , 1 I 1-1� ,, III=III=III=III=III=III=III=1 I III— ' 12564 SW Main Street z E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY —"'-111-111=III=III=11I 11' TREET Tigard, OR 97223 PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR I II 18'RIGHT OF WAY [T] 503-941 -9484 t) I PLYWOOD. I i .c I II COMPACTED SUBGRADE N DRAINAGE NO SCALE PROJECT NO.: 144-001 PLAN PROFILE EXAMPLE SOIL VOLUME DWG. NO. Q CALCULATION — STREET TREE TYPE: AS-BUILTS '0 APPENDIX 11 N WITH OPEN SOIL REVIEWED BY: KMK 0) C 3 0 0 c) i 2 STREET TREE WITH OPEN SOIL L 1 • SCALE: N.r.s 0 03 z I M , SW GRAND STREET 1 , I " BP: 0+00.00 I- BP: 0+00.00 BP: 0+00.00RiversideHomes BP: 0+00.00RA o !� EP: W+ o = BP: 0+00.00 - � SEE POND LAYOUT PLAN W , °° p ` BP: 0+00.00 °° � o FOR PATH ALIGNMENT °' 1� EP: 0+16.32 y o -EP: 1+94.16 BP: 0+00.00- / + N � + a` W �o Q PC: 0+13.07 / + N. o� w 5 E� 1+94 W 0+00 5' �' ,� Ln rn ' W 1�__ _` o cv p' w BP: 0+00.00- d o A 5 M I' ` A 1 M a o Fo `�'T. ' FL, , d ' o ter zt.-- Lu v, 'Q�. tr,. �a'' �� `n a_ N -PRC: 1+18.22 .I� z AMINO I rn J 1 Ct /- ' , 1 COL4 :: I '� 1+00 !0 2 EQ k 2 EQ r N 2 E R3, 5 _� c �' .. _ _ � 0+14 SPACES •~ 2 EQ Q 5' 8" ��- 1+00 - lu-5 DATE: 6/2/2023 rn , Q -/ 2 EQ - 2 E _�- r SPACES N- SPACES 0+15 0 + 2 EQ 2 EQ Cn Q o W��O�� N EP: 0+14.40 > SPACES �EP: 0+15.17 �� -"-' w - o P7 o x PC: 0+20.58 SPACES SPACES > SPACES SPACES r7 0 > N O.: o coo 5'-8" 2 EQ 0+30 0 (n co 2 EQ `s0+32 REVISIONS w Q� i SPACE Cr) S EP: 0+30.05 SPACES/ EP: 0+32.10 ' Mr- . ■ ■ ■ MI- • r . . • Tr ' NO. DATE DESCRIPTION PROPERTY LINE 1 1 AS-BUILT O OPEN SPACE LAYOUT PLAN - AREA 1 DATE APPFIOVED - `iI I Line & Curve Table NOTES: o SW GRAND STREET I 1. SEE GRADING PLANS FOR SIDEWALK FINISHED J ' I w Line# Length Direction ELEVATIONS. W ' -LOCATIONS OF CONCRETE z BP: 0+00.00 PATHS TO ROWHOMES C8 35.96 N82° 11' 06.93"W 2. LANDSCAPE AREAS WILL BE PROVIDED WITH _w > AN AUTOMATIC UNDERGROUND IRRIGATION APPROXIMATE. F- C7 41.99 N80° 38' 08.50"W SYSTEM. SEE IRRIGATION DRAWING. cn �• VERIFY IN FIELD. I W W ~+ I p L2 20.58 S89° 32' 32.93"W W ' N BP: 0+00.00 �cn \ _ y 0 3. SEE CIVIL PLANS FOR IRRIGATION METER tild ``' `~ c; O0 n_ LOCATIONS. - ' I - L3 16.32 SO° 46'43.30"E W • w Q EP: 1+9' .54 5' Iv 5' 5' in fn a _, 5' /_- PRC: 1+04.611. o 00.72 J EP: 0+18.29 R � C9 34.36 S84° 06' 21.73"E 4. SEE CIVIL DRAWINGS FOR POWER TO �_ , **1‘11\ + 5' N N PRC: 1+73.81 2-07 ° 3 EQ 5. CONTROLLER. ELECTRICAL SERVICE TO BE A 2 ' 0+18 � U) /4 EQ SPACES/- ¢ 4 EQ SPACES _ 5' 5' L4 13.07 N90 00' 00.00"E u r SPACES o 2 MOBILE HOME STAB IN. I- 3 EQ 5 2 EQ 5 PC: 0+36.01 o SPACES 5 EQ SPACES I - EP: 30 - 0 Sp AC gp W c 3 EQ 7 EQ SPACES ■ t C10 70.79 S89° 36' 58.67"E 5. CENTERLINE IS FOR REFERENCE ONLY. PT: 1+71.18 > > cr SPACES 3 EQ -`- 3 EQ -- 2+00 ' CC) < SPACES SPACES C11 75.94 N83° 11' 22.37"E . . . . L5 16.51 SO° 00' 00.00"W PROPERTY LINE RIVERSIDE L6 30.05 SO° 39' 35.66"E IL7 14.40 SO° 00' 00.00"E AT S C H O L LS ■ O 2 OPEN SPACE LAYOUT PLAN - AREA 2 MEADOW • %. .ss�i �, r� �- ��1 S TER--d !t I►`yj �G!lf1.: � 513 ��/r dfr a►' SW GRAND STREET •N • � . • Aft CONCRETE PAVING SCORE JOINT 2 J-LAV e ��`4 491%, 1► i FOR STREET ►�.j��> �. �, I�� n �� L4.02 L4.02 ' 432 C"' Kristina M.Koltavar E.-- -.try TREES SEE w y �'�V� . LAWN LAWN w OREGON T* ��/ LAWN SHEET L1.01 %rah* �� LAWN -°. ,o°° < 4�i iii 239 SF W 242 SF /,--- „ / 195 SF 197 SF = Te 11/08/02 �POND PLANTING LAWN ' , Q LAWN W `SAE Ag� SEE SHEET L3.03 , 1217 SF vwi� •1* 1851 SF ■ / \; \ '�� `� /sfir�li��1 ` z MI_ 1284 SF /1 , �,r ■ Q MEAD7 w _ r 0 ,, ,otiVAr/ ‘', N.. y �I _ ��► / �// // // -� Ailat ��_. tiigh ��L/��1�►:' N ►•dill jam, ,� 24I - \ , / / ///i - MEAD MEAD'MNMWAMIMTI co Ammaipp--..,_„.,,,„ L i� ` �� . / /�/ �p. � /Tvv, t /// \Nip:///iN �� /� y� Il ,. =// / %` L �i „,, till) /////riI 3720 SF 3126 SF Ilk / l rowm --„IrialiuNinv %d��®/off 1 7 �/ // /�itv' /;/ / / / � OPEN SPACE r ,_A //, \., / s /// ( ,07 1 g i --iie.414!-. J.- //4 /////: ///A- IOW; / / /// 0//// //• �j/ �// /// /// //11 // ( / / y011 ,/z. // v / za/// v /// , / -,‘ W // / �; / i/ , .�,, LAYOUT �t / / / / / / / , / , ! %I 7 I / // ; 0,� �, �� ®� G� �� PROPERTY LINE MEAD PLANTING PLAN o 1284 SF MEAD 0 i) % MEAD c 3720 SF 3126 SF O OPEN SPACE PLANTING PLAN - AREA 1 w w I 4. ,, 4,00 ..., M ' FOR I STREET 0 SW GRAND STREET TREES SEE Q O SHEET L1.01 Alk ' of a_ ROY ROGERS z JAnk CONCRETE PAVING L4.04 BOUNDARY WALL L4.02 o H I LAWN A W LU 432 SF CONCRETE PAVING - SCORE JOINT L4.02 LAWN L4.02 W 227 SF LAWN- LAWN LAWN LAWN LAWN LAWN LAWN- LAWN- LAWN- lip o c= ''� 227 SF 64 SF 112 SF 72 SF 301 SF 197 SF 266 SF 267 SF 462 SF Fifiii../..€11111 w LAWN 101 - L J L T PACIFIC COMMUNITY DESIGN �N 1 2192 SF 1 1 1 - 3 • SW JEAN LOUISE ROAD • I • r Z •, lb �� FA ill �- 1114- 12564 SW Main Street �o��► Q ) ; 30d �-�\ ` �� _� 1--- a Tigard, OR 97223 ' iiir411tp / / / %• �� P �� l z on z N [T] 503 941 9484 ,i, MP 174/411PAi r�j �� i W / // / / / // // low �� i7 �� i ,I „, �Ij/ �II'r/y 'r "„ PROJECT NO.: 144-001 // �� r i),&.'I / / - / / b �� , 1�/ /� I Q _ ,40 0 � � h - 4 s i® ; :� TYPE: AS BUILTS / I� y/� ( iI(•/>' � /�. L� REVIEWED BY: KMK \�. �� A" �� e - ■ ■ ■ ■ // I // �� PROPERTY LINE ,, p MEADWW MEAD- _ KEY MAP e I 0 1428 SF 3155 SF SCALE o cji) 20 0 10 20 0 0 OPEN SPACE PLANTING PLAN - AREA 2 ---�� L2 0 1 INCH = 20 FEET . 0 1 z 0 OPEN SPACE PLANTING LEGEND i TREES ~ SYMBOL QTY COMMON NAME l BOTANICAL NAME: SIZE AND DESCRIPTION R-I RI ire, o4• ' �• J� , . \vIlls/ 1im*,,,--,eforsiorwrit4=-44-4a,ilepiojn ! PROPERTY LINE , 13 : E: BEAT :I , ATCH CRAPE MYRTL / LAGERSTROEMI INDIEI ::: z CHE ': 2" CAL., B&B U) fierf4,414101104,OINIONAFPAM****1414-11 4'14 I, '/'4M� 41: pGF\ r®n 19 L. LAWN Mt \a 1 ; ' OPP 1010 SF o � �', `� ill214, rPil DATE: 6/2/2023 111/ ��ula� 1 YOSHINO FLOWERING CHERRY/ PRUNUS X YEDOENSIS: 2" CAL., B&B REVISIONS FOR STREET I» ,I i\ TREES SEE S/�, �I �� SHEET L1.01 (jly �tr44.� ��_ 19 WHITE OAK/ UERCUS ALBA:2" CAL. B&B NO. DATE DESCRIPTION �=_iil AS-BUILT I = 37 INCENSE CEDAR/ CALOCEDRUS DECURRENS: 8'-10' HT., B&B OPEN SPACE PLANTING PLAN - AREA 4 I m %r,�\,�� DATE O Ii % APPROVED 1 _ ..--�-- 6 LELAND CYPRESS / CUPRESSOCYPARIS LEYLANDII: 8'-10' HT., B&B I ta.I'? l `�ri'' 1 i ‘ SHRUBS SYMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION ii br 0 0 30 ANTHONY WATERER SPIREA/ SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. . 1 i\ �� 46337 O LYN / RURSS 'OUYKEN': 2 G 0 LUCKYOTT LOTS UKE ABELIA/LAUREL ABELIPA X GRANDIFLORALAUOCERA'L UUCKY LOTS': #2 CONT. AL. NORDIC INKBERRY HOLLY/ILEXNUS GLABRA 'CHAMZIN': #1 CONT. `45' 14 SPIKE WINTER HAZEL/ CORYLOPSIS SPICATA': #5 CONT. ibl5 BLACK LACE ELDERBERRY/ SAMBUCUS NIGRA 'BLACK LACE':#5 CONT. I 0 18 LIMEMOUND SPIREA/ SPIRAEA JAPONICA 'LIMEMOUND': #2 CONT. 1 // ORNAMENTAL GRASS 1" +\\ I SYMBOL CODE QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION '' 96 FOUNTAIN GRASS l PENNISETUM ALOPECUROIDES: 1 GAL. RIVERSIDE 49 NEW ZEALAND FLAX/PHORMIUM 'PLATT'S BLACK': 1 GAL. lit. ;,'i i1� LAWN & GROUNDCOVER AT SCROLLS SYMBOL CODE QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION MEADOW 1 1 LAWN 13,053 SF PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. ,iitAT A RATE OF 8 LBS/1000 SQUARE FEET. ,��%' MEAD 12,713 SF SUNMARK SEEDS/ NATIVE RIPARIAN MIX: 1-LB PER 1,000 S.F. - / 0.29 AC SUNMARK SEEDS / NATIVE POLLINATOR SEED MIX: 1-LB PER re," , I ** OR APPROVED EQUAL NOTE: :,,,.,v_oc,\5SLT3EcovIR4.6i1410 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNEDi'67A BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF IIw THE WATER METER. • • I 2. FOR PLANTING DETAILS SEE SHEET L4.01. E.-- 1 _ !` ,;, Q r Kristina M.Koltavary __ 1 rlj OREGON w I',lN►.e W 11/08/02I. ,.•,,,a• 0 � ez, 1110 o -TPE A '44-, >_ wiv, , , __:._ 0 l 2 • ,_ a-, �I,/1 i\\� I OPEN SPACE 1 N ;iv, , IIM:' FOR STREET PLANTING PLAN 6,7 [TREES SEE SHEET L1.01 o 1 �t LEGEND g;, I FOR o I GROUNDCOVER SEE COUNTY Lu I SUBMITTAL ? � ROY ROGERS ll,�, ,, I BOUNDARY WALL I 1/�% w 3 • _ Z U Q LAWN [.,1 H 462 SF 41 Z � w 'It,. O 1 1 Wi Ili J L J J) 1:7.......0.--fill) j 1_,,,, \� 1 SW JEAN LOUISE ROAD PACIFIC COMMUNITY DESIGN Mr Ile gAllilill �� 11 ,„ w — 12564 SW Main Street Q �� , 1 i a a a _ i Z /; Tigard, OR 97223 ,?,' ; */ .A, // //jkot / ,..- [T] 503 941 9484 r �� w ,, . N SW GRAND ST /G PROJECT NO.: 144-001 oI 0 7� TYPE: AS-BUILTS Q O OPEN SPACE PLANTING PLAN - AREA 3 KEY MAP e REVIEWED BY: KMK .3 2 0 SCALE 0 cji) 20 0 10 20 0 v v i •0 1 INCH = 20 FEETL2 • 02 2 i W }Apt > < f,* > _ _1 . r PGf PGE �I ,J/ �1- il. _____ / \ , \ , L 000.l ,o o J #/ v c sik R-I Riverside Holes u) :------:??U°ALITY ;pGFBIRD NEST /DOWN WOODY 6 SNAGS © BOX L©DEBRIS L4.03 L4.03 __ SW GRAND STREET BLOCK RETAINING WALL WATER SEE CIVIL DRAWINGS FORFOR ASEE IDDVIL INFORMATIONINFORM DATE: 6/2/2023 � ANIIIMMIIIIIIIIIIIIII/IlliiiiiiiiminsiommADDITIONAL _ - _ ROCK OUTFACE - SEE CIVIL DRAWINGS FOR �F,' / / ANNIMMIMMM REVISIONS / / ® - _ - - ADDITIONAL INFORMATION / / V / NO. DATE DESCRIPTION �,- �'/ ASPHALT MAINTENANCE DRIVE I c O ® SEE CIVIL FOR ADDITIONAL I0 r O .. _ 6 ii fr. INFORMATION Q v �, \�� BENCH 6 AS—BUILT S DATE / lb' / BOULDERS APPROVED I I Q / / L4.03 0® O / // `I CULTURED STONE ® / P , RETAINING WALL I I 0 Q / // ' WITH CAP 0 ® ® e 7 4 L4.03 x 1,Ot \ ED CA0* ll l�) . OPENSPA44. ..'. —_ HIGH WATER LINE Ik CE 144 -- - - -- - - - - - - - - ---- - - © CONCRETE / LANDSCAPE �I PLANTING ■■�■ _ SEE SHEET L2.01 ■■■■■■■ __ — _ j L4.02 CONNECTION _ CONCRETE 111111111111111111111111111111111111111111. — _ — — _-- `�, � , TRASH 0 �� L4.02 L4.02 PAVING © SCORE ■■■■ -� , RECPTACLE L4.02 JOINT ■■■■■■■ CONCRETE Alk CONCRETE PAVING ■■■■■ . ABOVE OVERFLOW L© — - A�� 1k OVERLOOK L4.02 RIVERSIDE alk POND OUTFACE PROPERTY LINE OUTFACE ACCESS 2 BIRD NEST CONCRETE INFILTRATION/FLOW SEE CIVIL DRAWINGS L4.03 BOX CURB L4.02 AT SC H O LLS DISPERSION TRENCH FOR ADDITIONAL 8 INTERPRETIVE SEE CIVIL DRAWINGS FOR INFORMATION L4.02 SIGN MEADOW ADDITIONAL INFORMATION O WATER QUALITY POND - MATERIALS PLAN &C)1STER , 513 • . an • C"' Kristina M.Koltavary OREGON 11/08/02 ,��'w `1AE A- WATER QUALITY 0 POND o 0. MATERIALS PLAN�, E co w w 3 a z O mI I 2".....0•0 imm..-,Iiii:I I 11 5 PACIFIC COMMUNITY DESIGN w Q 12564 SW Main Street o E Q Tigard, OR 97223 [T] 503-941 -9484 a) PROJECT NO.: 144-001 Q TYPE: AS-BUILTS N REVIEWED BY: KMK c 3 2 0 SCALE0. (i) 0 20 0 10 20 0 m m m 1 INCH = 20 FEET L3 • 01 ,_ z W Q J ■ I-Lo ._ NIIIII.^-lr-1 P�f •71- Line & Curve Table / \ / II" ° c I PGE 1 \ 71.?? �� Line# Length Direction O7 � �' L1 58.76 SO° 17' 32.88"E R-I �� Homes °� C1 40.70 S41° 05' 21.03"E /�/ C2 69.26 S84° 55' 05.84"E SW GRAND STREET C3 283.94 S86° 26' 20.95"E I C4 46.38 N74° 51' 27.94"E BP: 0+00.00 DATE: 6/2/2023 1 L L - ----'-'---- L- -.-- _._,_;_L_;_1_=; =;= == _._,_._;=! C5 52.08 ::: :: :::: REVISIONS 0 ,, / / ® 1 1-,=. ._. ._,_._.__,_._:_1=:=.______._._._._._._._._._._._'_!__.'=- _ / NO. DATE DESCRIPTION t As 1 1 v , , , 0 Li I I o :0 0 -.2,;-), . . _BuILT 0 0 . 90 0 I I ® v ® � �5.�.�,„,„ � o DATE 1 I •O / •\ice, o I I // / \` ' o0o APPROVED oa I • ED ® �0 /� / i�} SEE TRAILHEET ALIGNMEONTOR I I ► ® � ® I `�, 6F L 11 PC: 0+58.�6 ® Q /// I // I ��CN PsA �® ir I V \ .0 .ce. . _0+40 I ,liort',&6 I* ON vet k Q --r cr I51i - _ / a\CS �� EP: 0+40.09 �16 5+51 aim fillig. MA ce �` `�,�J - - - - � - - -- - -HIGH WATER LINE _- - - I �1 6• �� , Q 3 EP: 5+51.11 `/ =�MIII- _ +�� -- - - --- - - -- - - -- - - - -- - - - - - - - - - - - I �I II r � q /tSPACES 1 MEN Z`i�� - - - ...- I rno o � CF-�' 5 EQ 1 inallaiwar "2MN1 1 RIVERSIDE o Va . = 0 PRC: 4+99.03J I PROPERTY LINE I I COI L J AT O WATER QUALITY POND - LAYOUT PLAN 20 SCALE1(1 ) 10 20 MEADOW 1 INCH = 20 FEET NOTES: - \�� 1. SEE CIVIL DRAWING SET FOR UTILITY LOCATIONS. r 1 S TE \� 2. SEE CIVIL DRAWING SET FOR ROADWAY, PUBLIC �� 3 �. � SIDEWALK AND CURB ELEVATIONS. • � • � --fAi\fd\-n • '��\ 3. ALL GRADES SHOWN ARE FINISHED GRADES. '` ["' Kristina M.Koltavary �+ 263.57 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. OREGON 11/08/02 ,�� .5.'') � 5. WHERE PROPOSED GRADES MEET EXISTING, CONTRACTOR SHALL BLEND GRADES TO PROVIDE SMOOTH TRANSITION �`�AE AR 41 , % BETWEEN EXISTING AND NEW WORK. �6, 6. CONTRACTOR SHALL VERIFY GRADES AND NOTIFY OWNER 62 OF ANY DISCREPANCIES. I \ 7. CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. WATER QUALITY � ?= POND O 262.91 TW o `)60 ®260.51 FG 262.92 PT cy: LEGEND 0 261.99 TC - .5 PT 262.93 PT 163 PROPOSED 1 FOOT CONTOURS LAYOUT Et cN 262.91 TW 261.49 BC ®261.58 FG 262.83 PT 165 PROPOSED 5 FOOT CONTOURS GRADING PLAN A of TW 1 FG N _ \� :1.60 1 5°� otS3 TC = TOP OF CURB ENLARGEMENT w z / '� � A \-:23. TS = TOP OF STAIR // \ \ a I II i 0 -10 .Q�°‘ 262.88 16 BS = BOTTOM OF STAIR O II 262.70 ��O\O � � AD = AREA DRAIN -,r \\ \ * 261.38% 2 TW = TOP OF WALL 1.111:...../0",t) 262.91 TW \\ �6z FG = FINISHED GRADE PACIFIC COMMUNITY DESIGN a_ 261.13 FG 261.80 TC oi� 7 \° 261.30 BC XXX.XX = PROPOSED GRADE 12564 SW Main Street Q �j Tigard, OR 97223 261. (XXX.XX) = EXISTING GRADE v) 5°�° i, 261.08 �6� [T] 503-941 -9484 o PROJECT NO.: 144 001 TYPE: AS-BUILTS 26o i-bo REVIEWED BY: KMK _259 .259 c 3 0 0 O WATER QUALITY POND OVERLOOK - GRADING PLAN ENLARGEMENT 1 o SCALE(i) 5 10 o N- L 3 i 1 INCH = 10 FEET • 0 a z , W .,.. 0__, %._ . FGE r \ In PGE \ / \ / \ / , 'oo of-.} I PP/.... . I— :Nil>o o� . 41,r) r r • %-e--. 11 Rai Riverside Homes ■ /' PGE'• SW GRAND STREET MEAD I I I 4 #1 CONTAINER 419 SF / .. - _ L4.01 PLANTING DATE: 6/2/2023 ' Q DECIDUOUS — 7 M _. N\ Y: / y; , / � i=_ = ; —:—:—•-- -- — � —:— L4.o1 TREE • s�� c F REVISIONS /// / / /4 - // 7' ' / YyYyyDy y y y y y y y Y y y 4. y y Y y y y Y 4' y Y y y ,, Y y y Y y y y yyYyy yy � J_ ' _ •_ ._._ j_.=-._._-.-._.-.-.-.-.-.--.-.-.--.-.-.-.-.-. �� _-. /' NO. DATE DESCR IP TION YYy� yyyyyyy y y y y �.�� JyYy ( / ' / / /lyY y yy y y y9y y Yy yyy yyyJ V yY YY y Yyyy® y Y y y yY yyY Y ` / / ( / I. \\/I y y y y y yY Y y ® Y Y = •\l� MEAD// / Y y y y y y y y y yyy y y y Yy yyy y®yyyy � yyyY . yy \ \7' \I22 SF As_BuILT I y yy yy yYyy6y 4 yy ® y y y y y ' y y CD CO rW yy y y y yy yy yy Y yY \YAy y MRG 41yy� y Y Y Y y Y J/ / ) y y y y y y y y Yy y y 4, yy Y y y y y, y y y y Y y y y y y y DATE/ yY y y y 4 y y y y / /1 wi APPROVED //1 l y y y Vy y y Y yY WY yyyy y y y y y Y Y y y y y y `\,, y yy yy y ® ��i / ^ y \ ,y1 y Y y y y Y Y . y . .v Y yyYy ® YyyyYyy YYyyYyYyy0 y y y + y - J E i 1 ® �, p // I y y y y y y y yyyyYyy Y y yy 1O 4V•° y Y y y y y Y y y y yP y Y y y yy yyy Y yYyy Y yY y Y yy - y YyYy y y y y y y▪/ I IyY YpyyYY yyY y y Y y y y ,, y y y y y y y y y DoV r iriiii• � y Y Y Y y y y y y y y 111 1 ,v y Y , Y I ij a y y yYy y ' y ® yy y yY yYy02SFyyI4p1 y y y 4JJW Iyy y yy Yyy 4, yyy yy y yy y yYy YyyyYyyyyyYyyy YyYYy ®y yyy y yl y1 / \ y * y _y y 4, Y ,, Y y y Y ,, y y . y y y y Y ,, y y yy ,, y y W YyY y.,4_, y y yYyyy4, Yyyy4, yyY y4, y4 iiDy4, y Y Yy yy 4 . y � �y yy y yyy yyyyy y yyy Yy Y y y yyy y !A II ! ` ® t, ,\♦ \ - y y YY y y y y y '_fy 10414E-04-41, _�4trakylifi // .A® /`, \ y y y y yYyyy yyyyyY yyy y yyY y Y yY Yyy yY Yy yy Yy 4, yY ` 1 I 1_ // \ \ � �� . y7 — y y yyy y yy yyyy y yy 2, yy_y 4, 2, yy y yy /- �i' h.140141.0 44 105 SF MEAD / l ` 1 � �� / ' �: — — alt 54 MANN TUFT �1 1 �// / •.. // 7 % 2,144 SF GRSS 1 •��// / / � 7T �T'__ r� _ HicH WATER LINE / 7—/ 7- - / ,-� _ _ � 6,258 SF • f•R '�� FESC j 1 A// //�/ 7 � /7 �TT T � —/ /j / - 7 7 - T 72- — ,_ ,1404 IL% f 41 (AO �441/ /j//// /j// / / / /T /7�77- �/— '4* .t4 MEAD ////// /// ////////////// / / // /// // // // / // / % / 7T T/ 0� v� IPI 1,655 SF / // / /// ////// /// /// ////// /// / // A / // / / /////// / /7 U/ / / / / / / ME , / / / / / i ///2////// // 2/////// // 2////// // 2// 4,900 SF // 2////// / / // //////////// ////// /// /// //// / // / / / / / // / MEAD// // / / N ////// // ////////// / /� / //� �� / 1,465 sr/ / / /r -- :. .�. . iti / //, // / / / , / // // y RIVERSIDE /!! /////////////// // PROPERTY LINE © CONIFER TREE 5,6 RANDOM PLANTING L4.o1 ® SHRUB PLANTING AT SC H O LLS L4.01 PATTERN L4.01 O 1 WATER QUALITY POND - PLANTING PLAN MEADOW WATER QUALITY POND PLANTING LEGEND TREES EMERGENTS SYMBOL QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION _ SYMBOL CODE QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION �C)1 S TER /%/ / '( 1,686 SLENDER RUSH /JUNCUS TENUIS: PLUGS 1"X 6", (6) PER S.F. 513 j/ // // // EMRG 1,686 SLOUGH SEDGE/ CAREX OBNUPTA: PLUGS 1"X 6", (6) PER S.F. • .4 -t �7Nn • 4 OREGON ASH / FRAXINUS LATIFOLIA: 1.5" CAL., B&B , /i//, /, 1,686 SPREADING RUSH /JUNCUS PATENS: PLUGS 1"X 6", (6) PER S.F. 843 SF r Kristina M.Koltavary TOTAL: 5,058 ** CWS REQUIREMENT: 843 X 6 = 5,058 6 RED ALDER/ ALNUS RUBRA : 1.5 CAL., B&B OREGON POND BOTTOM NATIVE SEED MIX %d-, 11/08/02 . ,' SYMBOL CODE QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION C`g1jE ^tVl?��y 4 VINE MAPLE/ACER CIRCINATUM: 1.5" CAL., B&B t ` y y y y 21,786 SF SUNMARK SEEDS/ NATIVE SWALE MIX: 1-LB PER 1,000 S.F. y . y BTTM y SUNMARK SEEDS/ SHRUB SWAMP MIX: 1-LB PER 1,000 S.F. y y y 0.51 AC ** OR APPROVED EQUAL 2 BITTER CHERRY/PRUNUS EMARGINATA: 1.5" CAL., B&B y y y . SIDE SLOPE WATER QUALITY 3 CASCARA/ RHAMNUS PURSHIANA: 1.5" CAL., B&B SYMBOL CODE QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION POND E v 09 MOUNTAIN HEMLOCK/ TSUGA MERTENSIANA: 6' Ht., B&B \ TUFT 12 TUFTED HAIRGRASS/ DESCHAMPSIA CESPITOSA: #1 CONTAINER @ 3' O.C. °' MANN 11 WESTERN MANNA-GRASS/ GLYCERIA ELATA: #1 CONTAINER @ 3' O.C. PLANTING PLAN o FESC 11 DWARF TALL FESCUE/ FESTUCA ARUNDINACEA: #1 CONTAINER @ 3' O.C. SHRUBS TOTAL 34 SYMBOL QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION CLEAN WATER SERVICES LOW GROW SEED MIX: 120 LBS/AC o DWARF TALL FESCUE/ FESTUCA ARUNDINACEA 40% 3 OCEANSPRAY/ HOLODISCUS DISCOLOR: #1 CONT. GRSS 7,340 SF (0.17 AC) DWARF PERENNIAL RYEGRASS/ LOLIUM PERENNE 30% ILL'ii CREEPING RED FESCUE/ FESTUCA RUBRA 25% N 6 MOCK-ORANGE/ PHILADELPHUS LEWISII: #1 CONT HIGHLAND COLONIAL BENTGRASS/AGROSTIS TENUIS 'HIGHLAND' 5% �} 33 CLUSTERED ROSE/ ROSA PISOCARPA: #1 CONT. GRSS SEED MIX COVERS POND INTERIOR SIDE SLOPES � ///� 10,649 SF SUNMARK SEEDS/ NATIVE RIPARIAN MIX: 1-LB PER 1,000 S.F. - 4 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: #1 CONT. /// MEAD 0.25 AC SUNMARK SEEDS/ NATIVE POLLINATOR SEED MIX: 1-LB PER /// ** OR APPROVED EQUAL r / , ED 10 RED-OSIER DOGWOOD/ CORNUS SERICEA: #1 CONT. 71.100."'- -1-.1- NOTES: 1ili) w : 35 DOUGLAS'S SPIREA/ SPIREA DOUGLASII: #1 CONTAINER 1. WATER QUALITY FACILITY PLANT MATERIAL SHALL BE PROVIDED WITH A TEMPORARY PACIFIC COMMUNITY DESIGN Q AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL o o 1 28 RED FLOWERING CURRENT/ RIBES SANGUINEUM: #1 CONT. PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER 12564 SW Main Street Q METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED A MINIMUM OF Tigard, OR 97223 N THREE (3) GROWING SEASONS. 64 SNOWBERRY/ SYMPHOROCARPUS ALBA: #1 CONT. [T] 503-941 -9484 2. SEE SHEET L4.01 FOR PLANTING DETAILS. i CD 6 PACIFIC NINEBARK/ PYSOCARPUS CAPITATUS: #1 CONT = y PROJECT NO.: 144-001 3 Q TYPE: AS-BUILTS Lo N REVIEWED BY: KMK 3 2 0 SCALE O (;) 20 0 10 20 o i 0 1 INCH = 20 FEET L3 . 03 a 2 GENERAL NOTES: LANDSCAPE PLAN 2" BARK MULCH AT 18" DIA. CIRCLE �y 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE C / • CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON 0 THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. °00 ° TREE TIE (2) °° ° Rai Riverside Homes 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL 0 �\ GLAV. STEEL WIRE; LOSE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 0TO ALLOW 4" OFF 7 ,?VMOVEMENT IN ALL 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. ° l DIRECTIONS . Vti 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.USE MEDIUM AGED DARK FIR MULCH. APPLY A MOUND FOR ° PLACE ROOT COLLAR ABOVE GRADE MULCH AS SPECIFIED. �4 FINISH GRADE UNIFORM 3-4 INCH LAYER OF BARK MULCH AROUND TREES AND SHRUBS IN GENERAL LANDSCAPE, AND 2-3 INCH LAYER IN STORMWATER TEMPORARY KEEP MULCH CLEAR OF ! — CUT AND REMOVE TWINE FACILITIES. KEEP MULCH AT LEAST 6 INCHES AWAY FROM THE TRUNKS OF TREES. PLACE AFTER SOIL BLEND AND VEGETATION INSTALLATION. WATER BASIN 2-3" TRUNK BASE. / BURLAP, AND WIRE BASKET 2"X2"X8' WOOD STAKES FROM TOP AND SIDES OF 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 \ / - SET OUTSIDE - , DATE: 6/2/2023 ROOTBALL. OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. EXISTING SUBGRADE ROOTBALL ON c WINDWARD AXIS REVISIONS 3' UNDER FIRST LIMBS OR 5' HIGH. 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. Z 1 _ (REMOVE AFTER ONE ! WHICH EVER IS LOWEST. PLANTING PITS TO X 6 _11 1 ; LOOSEN SOIL PRIOR TO YEAR) \ �r :J N NO. DATE DESCRIPTION 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, N BE 12" GREATER 11- 1 PLANTING. FIRMLY PACK SOIL m ' NOTE: FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. THAN THE 111 WITH FOOT. DO NOT BEND OR BACKFILL SOIL z----- , 1. TIE BRIGHTLY COLORED BREAK ROOTS. NO "J" OR "L" l o a ROOTBALL i- _ ��I �1 boo wo P.V.C. RIBBON ON WIRE 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS \ %/ /�/� \/ ROOTS. , GUYS. (MIN. 1 PER GUY.) ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED \ \ \ 1 2. IN LAWN AREAS CUT TREE 1\3-BIJILT BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY \ � � � �//� /A A 7,/\ REMOVE BURLAP OR CONTAINER \ III II I II I I II CIRCLE AT 12' RADIUS FROM DATE \ r\� r\� r\� r\� r\� r\� r\� r\� r\� 1=11I- OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN TRUNK. APPROVED / DIAMETER OF / 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. ROOTBALL + 12" 10. WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING # 1 CONTAINER PLANTING OD DECIDUOUS TREE CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 4) SCALE: N.T.S SCALE:N.T.S 11. WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN GROUNDCOVER PLANT NOTE: STAKE ALL EVERGREEN TREES --,0- ,—,---- --______� NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER MULCH LESS THAN 4" CALIPER. DO NOT STAKE �--- "CHAIN LOCK" TREE TIES OR NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. VINE MAPLES. TREES 1 1/2" CALIPER -- BLACK FLEX GARDEN HOSE AND LESS SHALL BE STAKED WITH A �� COVERING 13. REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS SINGLE WOOD STAKE UNLESS - --.1---FINISH GRADE AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. _ OTHERWISE SPECIFIED. 1 T 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, — 1 1 = 111— 1-11 �- - 6" SPECIFIED BACKFILL SOIL I TWIST STRANDS AROUND BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. _ _ I — I 1 IIII I — 111 11 I I= EACH OTHER MIN. 3 GUYS @ 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. II III III III II 111 III 111 11 111 III III II III III 111 = THOROUGHLY 120° APART i / MIX TO A DEPTH 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO / OF 6" - SET ROOT CROWN NO MORE RIVERSIDE INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND _ THAN 4" ABOVE FINISH GRADE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE 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. NOTE: TILL SOIL SO THAT THERE WillPF' MULCH AS SPECIFIED KEEP AT SCHOLLS ARE NO CLODS OR CLUMPS LARGER // k MULCH CLEAR OF TRUNK 17. ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND THAN 1 1/2" DIA. �: �� BASE MEADOW WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. CUT AND REMOVE TWINE AND 12" THOROUGHLY TILLED SUBSOIL -E1 I l' f ilk FROM TOP AND SIDES OF 18. ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR 'ES~ ROOTBALL. (REMOVE ALL WIRE SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. O W BASKET) 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. GROU N DCOVER / SHRUB PLANTING o 'HI— I 2"X2" WOOD STAKES OR METAL 5 SCALE:N.T.S m I TREE ANCHORS AS APPROVED. 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. r 1 S TEA - - AMENDED NATIVE SOIL/BACKFILL -4� 111 1111�,111� PLANTING MIX PER 1 cJ _ 5 3 IIIf 111 ill ill_ _ 1 F II 1 SPECIFICATIONS • %--- .-V--t> --fAi\fa-n • - 1 TILLED, AMENDED, AND MOUNDED CLUMP & SCATTER PLANTS SO THAT / 2 X DIAMETER NATIVE SUBSOIL ["' Kristina M.Koltavary AVERAGE PLANTING DENSITY IS EQUIVALENT OF ROOT BALL TO GRID SPACING NOTE: % OREGON TYPICAL O.C. (ON CENTER) PLANTING 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) 11/08/02 �� GRID KEEP MULCH CLEAR 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. �1AE ^�C�' OF TRUNK BASE 1; t� / A 'a 0 0 \ CONIFER TREE 3 \ /6 / \ / 2 SCALE: N.T.S C / \ / \ / \ , •/ \/ \/ \ . PLANTING / \ DETAILS ON N o RANDOMLY MIX PLANT SPECIES AND HEIGHTS OFFSET PLANTS TO AVOID STRAIGHT o ROWS 'IL p G MULCH AS SPECIFIED, KEEP 6 RANDOM PLANTING PATTERN SMULCH TEM BASE OF SHRUB SCALE:N.T.S 77 Q BACKFILL w SOIL 0 FINISH ____� � GRADE w%§ \ .-..--- -71- _ '........._ Pill" m i l 1111 PACIFIC COMMUNITY DESIGN Q 0 0 0 - SCARIFY EDGES AND 12564 SW Main Street Z 1 BOTTOM OF HOLE Q `� Tigard, OR 97223 [T] 503-941 -9484 r - _I1I - r PROJECT NO.: 144-001 5 / DIAMETER OF / ROOT BALL + 12" TYPE: AS-BUILTS Lo N REVIEWED BY: KMK 0) C .3 00 0. SHRUB PLANTING O SCALE: N.T.S L4 • 0 1 .i 2 4" CONCRETE, "lrIIIII.' - CONCRETE CURB LIGHT BROOM FINISH, SEE LAYOUT PLAN SEE LAYOUT PLAN FOR LOCATION 2 SCORE JOINT FOR SCORING TROWEL FINISH - 6" 4" R ADIUS SLOPE VARIES CONCRETE PAVING 4 / / TYP SEE CIVIL GRADING PLAN Riverside Homes PLANTER FINISHED GRADE SET 12" BELOW TOP OF SHEETS FOR ELEVATIONS " COMPACTED CRUSHED ROCK \ ./^w,,,P,A/1 CURB `I. a •- .w. - 0- I. ] �00 �� •�� • 4" MINUS COMPACTED PLANTED AREA VARIES �� ^\ n n On ,�i,�l�( ,ll r At C: U;: :L � � ,C�° ,p�,o�,o�,p;p�� DATE: 6/2/2023 -�1�1'f )oOoC —) I I—I —III=III—III=III=III II ti =III—III—III—III—III—III III=III=1 I PLANTING MIX COMPACTED SUBGRADE „o II III III—III III III ea ,ne=,mo,,,ent REVISIONS VICTOR *1 STANLEY° RSI3I 36 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= o Lo -III-III-I I -III-III-I I I=I I I=I I II I I 11-III-III-III-III-III- El I I-I 1 I-1 NO. DATE DESCRIPTION VICTOR STANLEY TRASH RECEPTACLE -III-III—III—III—III—III— I I I-III-III= CONCRETE PAVING BOX DUNKIRK, MD 20754 MANUFACTURER: VICTOR E STANLEY I I I I I I I I I I I I I ITOLLFREE: (800) 368- MODEL: THE GREENSITES SERIES I I III I I I I I I I I I I 1 ED _ _ _ _ _ 4" MINUS COMPACTED SCALE: N.T.S TEL (301) 855-8300 - RTH-SD-36 SIDE-DOOR-OPENING LITTER III—III—III—III—III— CRUSHED ROCK AS-BUILT WEBSITE: VICTORSTANLEY.COM 1 RECEPTACLE DATE WITH RAIN BONNET LID COMPACTED a FINISH: RECYCLED PLASTIC SLATS, SUBGRADE RADIUS TOOLED EDGES APPROVED L\-------__ COLOR: RECYCLED MAPLE 1n CONCRETE PAVING 1_ METAL: TITANIUM POWDERCOATED CONCRETE CURB 4 SIZE: 36 GALLON CAPACITY, SURFACE MOUNT I SCALE: N.T S � o TRASH RECEPTACLE o INSTALL PLUMB a a _ _ o a a PA 408 LEVELING FEET WITH I 3„ 1 •O n�_Q ( C�oO.�,t n. n r 4 SQ CENTER ANCHOR BOLT (1), I I—III-111—III-111-1I I-111—I0=—III-1I I-1I1 111-111-111-111 FOR PAVING Ai" DIAM. THREADED SECURE PER MANUFACTERS I1I=I1I=III=I1I=III=III=I I=III=III=III=I I=I I L-I I 1E1 1 1E SCORING PATTERN STEEL SHAFT SPECIFICATION I11 I1111 I II I II 1 II II I II 1 II 1 I 1 I-I 1 I-I 1 I-I 1 I 11 I-I 1I- SEE LAYOUT PLAN 1111 CONCRETE PAVING 17-411"I I-I - I SEE LAYOUT PLAN NOTES: NOTE: ALL METAL 1. NO SHINER BANDS ON TOOLED JOINTS. ' � _ FASTENERS SHALL BE 2. PLACE SCORE JOINTS AT MAXIMUM 10' ON CENTER. ��, v� J�00O C '6 (QO� OQU�j oO U `-_ FULLY GALVANIZED. 80pC6n �.__�� I1�III1�II1 1II1- III III I1I - III - III-III-III-III-III SCORE JOINT —III III III III III III III III III III III III I —I • SCALE: N Ts RIVERSIDE COMPACTED SUBRGRADE —III 4" DEPTH CRUSHED I II SURFACING BASE AT S C H O L LS COURSE 2 SCORE JOINT CONCRETE 1 MEADOW TRASH RECEPTACLE SURFACE MOUNT PAVING SLOPE VARIES SCALE: N.T.S _ SEE CIVIL GRADING PLAN SHEETS FOR ELEVATIONS VP", ' 7 - ' ,, atiph > Cif S TER� 4 L v e a a° tl 4 )0U d U 3" MINUS COMPACTED 513 �1W�-r,c�_Qo8 C�o0,72-. ��n0 �.r10 r 4 •: 1P . ".r, . CRUSHED ROCK • • „ I - OVERFLOW ["' Kristina M.Koltavary U�INTERPRETIVE PANEL PULSE DESIGN INC. =IIEIII1116II—IEI —HLII—I =—EI — II—iiI I =I = = =-I IIII---III III SEE CIVIL DRAWINGS FOR 14753 KOSTNER AVENUE - E =I = E IIi i I ADDITIONAL INFORMATION % OREGON ` 11/08/02 , ,� MIDLOTHIAN, ILLINOIS 60445 Ili i i i tlH �� W: PULSEDESIGN.COM\ INTERPRETIVE PANEL C1PE ^��J`�' COMPACTED SUBGRADE 1; t� INTERPRETIVE PANEL POST VICTOR STANLEY P.O. DRAWER 330 - DUNKIRK, MD 20754 USA 30 TOLL FREE: (800) 368-2573 (USA& CANADA) CONCRETE PAVING ABOVE OVERFLOW 3 INSTALL AT EDGE OF 5 TEL (301) 855-8300 - FAX (410) 257-7579 °' PROPOSED CONCRETE CURB I WEB SITE: HTTP://WWW.VICTORSTANLEY.COM SCALE: N.TS c MANUI-AG I UKEK: VIU I UK 5 I ANLEY E MODEL: THE GREENSITES SERIES CM-324 CONSTRUCTION$ CAST IN PLACE CONCRETE FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE FOOTING SLOPE TOP TO DRAIN METAL: TITANIUM POWDERCOATED o : SIZE: 72" LENGTH BENCH AS SPECIFIED DETAILS N N o / 6 , PLANTED AREA VARIES SEE LAYOUT PLANS I SEE LAYOUT PLANS o FOR LOCATION o \a PLANTING AREA VARIES . - SEE PLANTING PLAN SET CONCRETE 1/4" tlilli AND LAYOUT PLANS Lu w It I� / _\ _ ABOVE FINISHED GRADE N •\ a. I I VEHICULAR CONCRETE PEDESTRIAN 3 - .. - - FINISHED GRADE ^ l - ,a- III I—I T 1 11 1- CONCRETE C o0C�,C�c,C60 Jj' .(1-6. , MI I I=III=III 3" DIAMETER ANCHOR BOLDlippCS; 1701 4 SPECIFIED BACKFILL o 1 I1 I I1 I I—III—III—III—III-1 'a ° . ill —III—III—I I IN LEAD SLEEVE PLANTING MIX 1 CONCRETE PAVING — I I I—III—III—III—III—III- . III—III—III= USE TAMPER RESISTANT NUT III—III—III—III—III—I =1 I =1 I 1=1 11- ' Flosso."fill) III=1 ;III,;,III,;,III- a° . III=III—_ 1 CONCRETE PAVING _ _ / a a a =III \ =1 I I— _ a PACIFIC COMMUNITY DESIGN =1 I I l o00000000�00 -11�III = 4 .o U / �O� �n v COMPACTED FOR — 0000000 — 1 Il'1=111-III=111-11I III I III I,� 0� C� n -- o III— Opop�pUO III— 6" DEPTH, 3/4" MINUS — ^ `� 12564 SW Main Street Z UNDISTURBED nonoaoao — COMPACTED CRUSHED ROCK 1 1-I I-1 11 1-111-I1I-I — —III—III=III—IIIIII-I SUBGRADE =III III-1 I I=1 I I=I —I I—I I l=l I—I I—I I l=l I l=l I1-111=111-111=1 I l=l l=l I l=l I l=l I=1I I-1I I 4 MINUS COMPACTED Tigard, OR 97223 �—III=I�I—I ?? =III= -I-I 11=1 11=11 I-III=III=III=1 11=11 I=I 11=1 11=11 I-1 I n I=III1 1=1 I I ROCK BASE N —I I 1—I I PI I PI I I—I I I—I I , �0 �O n ^ 0� n�C ^�ro0 11 111 111 II I II 1 1111 111 I�I I II I 1111 111 la it 1 I 11111 111 II I II 1 li I I 1 1 -1 1 I I�I I II I II I II:I = [T] 503 941 9484 _ _ _ _ _ _ _ _ I III 111 I I I I III I I I I I I III 11 ' - " "'-"' , -I 1 I=I 1 I—III—III—III—III— — — — — — — — — — _ — III III III III—III=III=III=111E-111-111E-111EI1 PROJECT NO.: 144-001 II I1I=1 I-1II—_I HI11—I III IIIIIIIIIIIIIIIIII COMPACTED SUBGRADE II I Il n1 1-I I—III—III—III-1 TYPE: AS-BUILTS Lo iii—iii—iii—iii REVIEWED BY: KMK 0) j 8 INTERPRETIVE PANEL WITH CURB BENCH SURFACE MOUNT (4) /G / SCALE. N. T S SCALE: N. T S • CONCRETE PAVING / LANDSCAPE SCALE:N.T.S 0 o = v v .ff L4 • 02 2 NATURE'S WAY CEDAR t ;.` ; , BURY A MIN. OF Y3 OF OVERALL MASS TRADITIONAL BLUEBIRD HOUSE , . OF BOULDER BELOW GRADE. ITEM NUMBER: NWB-CWH3-CP4 ' ., r ', BOULDER MUST REST IN STABLE ,•� � 4........„f _- ._.1 r B POSITION FULLY SUPPORTING ITS W: BESTNEST.COM- _ � — P: 877-562-1818i,, ,� / SIZES TO VARY SOUR OUNDING SOIL MUST BEWN WEIGHT. SUBGRADE D Riverside Homes * OR APPROVED EQUAL. " STABLE AND CAPABLE OF _ ` ' * INSTALL PER . SUPPORTING BOULDERS WITHOUT MANUFACTURER'S �,. INSTRUCTIONS. STONE VENEER WALL A . . �, SETTLING. il MANUFACTURE: CULTURED STONE y * 4 II SUPPLIER: MUTUAL MATERIALS , su, = �-' MULCH OR EXISTING DUFF LAYER MATERIAL: CHARDONNAY OLD " or COUNTRY FIELD STONE _ - A - DATE: 6/2/2023 4" COMPACTED 3" MINUS IL- r -, i." 1 CRUSHED ROCK Ii 11 - REVISIONS - — / UNDISTURBED OR r I `' ,- .1 ,/ COMPACTED SUBGRADE r I III I / II NO. DATE DESCRIPTION / SIZES TO VARY / -III— ) =1 11= CULTURED STONE VENEER I—III—__ III=117 NOTES: BIRD NEST BOX 3 -III—III—III—III—III—III—III—III—III—I 1. FIELD COORDINATE SELECTION AND _ O SCALE: N.T.S I III III III III III III III III III- PLACEMENT OF BOULDERS WITH AS BUILT 5 LANDSCAPE ARCHITECT. STONES ARE TO SCALE: N.TS / 90 BE SMOOTH WITH NO ANGULAR FACES. DATE °0° REMOVE AND EASE ALL SHARP EDGES AND APPRO'VCD F.F.C. - CORNERS. NATURAL GRAY-BROWN COLOR.SEE LAYOUT PLAN NOTE: LOG WITH ROOTWAD POSITION LOG BETWEEN PROPOSED 2. PLACEMENT IS TO BE NATURAL AND PLANTS TO APPEAR NATURAL. DO RANDOM IN APPEARANCE. SIZES SHALL BE NOT DISTURB SURROUNDING AREA. BOULDER SCHEDULE ( ANGLE NOT TO BE LESS BOULDER SCHEDULE C C PER THE BOULDER SCHEDULE. / THAN 90 DEGREES FOR THE TOP 2/3 BOULDER EXPOSURE 3. PLACED BOULDERS SHALL BE _ KEY HEIGHT DIAMETER QUANTITY INCAPABLE OF ROLLING, PITCHING OR ��-- l -'--- MOVING AFTER PLACEMENT. �� - C 1'-6" 12"-18" 2 B 2' 18 -24 1 McGREGOR LAKE BOULDERS - OR l� _ ' A 2�-6�� 24"-30" 1 APPROVED EQUAL ' I : I : -IMANUFACTURER: SMITH ROCK INC. —111-111-111-111-1 I _ I I-111 111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 -11 -11 1-111-111— I I TOTAL 4 6001 SE D, OR 9N CREEK BLVD. PORTLAND, OR 97206 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-11 -11 -111— —111-111-1110- UNDISTURBED OR 503.771.3110 _I 11-111-111-111-111-111-111-1 1 1—I I I ' ' ' i 1 I _III—III—III—I 1 1-111-111-111-111-111-111-111-111-1 1 COMPACTED SUBGRADE. -111-111-111-111-111—III,—I 1 I -I 111 1111-111-111-111-111-1 I �- -;—_--IT1111�1111=111111;I C I- I I II I II I I1 I II 111 j 1111—,I I BOULDER PLACEMENT 1 RIVERSIDE SCALE: N.T.S AT SCHOLLS DOWN WOODY DEBRIS MEADOW 6 SCALE: N.T.S I SNAGS DOWN DECIDUOUS WOODY DEBRIS. _.:4 Isi • r +� `�`, '+"` NEST BOX (2) 2" #10 WOOD MIN. HEIGHT 6' TALL AND 4" IN o SCREWS 1 DIAMETER.TREE'S WITH SIDE "F6A�"� -BRANCHES ARE DESIRED. KEEP TOP 1 S TE �� ' i _ AND ANY SIDE BRANCH ENDS JAGGED �� . . � 1 ` No w 1 r Kristina M.Koltavary N • F ` • o - l I 1 NOTE: - y ,` '' w �� POSITION SNAGS BETWEEN EXISTING OR 1O 02 �� s .s, r • ,,, a PLANTS TO APPEAR NATURAL. DO t�� CJ'� WILLAMETTE GRAYSTONE b NOT DISTURB SURROUNDING AREA. 4 )jr ^W #4 BAR 16 INCHES O.C. EXTENDb J d 1 1 1; t� THRU VOIDS IN CMU BLOCK TO Wall l] Tualatin47 19477 SW 891k Ave C° 1- ?'1 UPPER-MOST COURSE. Chiseled Edge Flat Wall (.;al, PO Box.175(Mailing) ~ a Tualatin, OR 97062 = l L. = b #4 BAR 16 INCHES O.C. EXTEND Friona ( ' ' 69201 0 _z I " 3 THRU VOIDS IN CMU BLOCK TO / 16" CONCRETE 4 rax: (503)855-='301 � SNAG HEIGHT VARIES UPPER MOST COURSE. WALL CAP I = 6"X6"X12" HOLLOW CONCRETE COLOR: CHARCOAL PLACE IN SMALL CLUMPS. SET E w " IN HOLE S APPROXIMATELY CONSTRUCTION �_ x ° ` 1/4" GALV. CABLE THROUGH = MASONRY UNIT (CMU) BLOCKS a 1 ONE THIRD OF THE HEIGHT _ . CENTER OF SECURE - SECURE z \( (TYP.) j ° a° "" CABLE CONNECTION WITH 1/4" I ) AND FIRMLY TAMP AGGREGATEo / MANUFACTURED 3 I 1 BACKFILL AROUND BASE. N Lriw STONEVENEER - "x24"x2" #6""x24"X2" GALV. UBOLT f r ° / l Q"1 x 24"x 2�' l 8•'x._24„„�2" ' e / 2" GROUT JOINTS. FILL CMU 12"x24"x2" 22"x24"x2" (. \\ o \ / VOIDS WITH GROUT. l4"'x24"x2" 32*'x24 x2" a x Available worEnd Detail , Iii- G G C , a / 1 )� 1VVW`�V°NN �00(�00(70(70 Cho C�oo(�oc a ° / N � 000000 ��lA L �9A�1a i, Cps — , o Oo 1 —I I�0000� o O I I—I 11— J o� ) 'Op°�o— _ cn qo�9no N CC)-1C�-on° I / III—III—III—III—�� v°� O _ 1 I I-11 — 1 1 1 1 00 — O o0 0 �Oo< 00 oG —III III III—I I I�po 0 1=111=00 °O11—M—I I 1-1 I 8 pot —111—III III—I I—I I—I I— J o — 00°� o� ' ° III—III—III—III—III—III—I °00�, ° I FINISHED GRADE III—I I=1 I I=1II—o ooc ° —III I p p �oo° - -1 11 0° 1 ;OoOanod a ° _ _ _,o0 00 o c 00 —_ �O•, l�, o — — — — — — op a a I , - - CONCRETE WALL CAP _III—III—III°oc 3o I—III-O°°gp 1,°O° —III—III_ •� toR,WIII-1II III III III IIIo°°O° I L1 SCALE: N.T.S 111=111=1I1-ooL ` .O°°-11H1?00°°c do 11=111= N^0, \ 0.-111-111-111-111-111-111-1 I _ 4CC))C8C)g ° - 11 - / I GRADE CHANGE VARIES =111-911=1II:St: go°p 1=III=�Oo g� `3oo°91 H 1 -=oQ9 J -}(1111=11 H 1 b o DRAIN ROCK WRAPPED IN III ) rczo I - _ SEE GRADING PLAN — — — — — — ,� 1,,,111„ 1 =1I—, . .-'gp°go �p°o°ol 11-- )o C gp°o 11=1111=-- ' j°o,=1I1=III=�I IP•00.1"fill) i„ GEOTEXTILE FABRIC. I I 11_—,1 1 I-1 1 1=�°°Ooo4 Do°O —1 1 1—)OoC °Op—1 1 1—I 1 =` OoC` � DO°(I I I=I I I—III— PACIFIC COMMUNITY DESIGN - J III )000, ,°�op8il I I=I I )00C ( oo = =,c�c 000 O8=III=III-1 0 4" DIA. DRAIN TILE TO EXTEND I Ia ° 111 I 1 I _ AGGREGATE �0 �O oC I �°O J O w°Op �, OOOc _ _ _ -,O J o0� — I-- — I— I- 12564 SW Main Street z TO DAYLIGHT. I Oo °O- p o o O——_ C°C p p c— °I.1 ° _ o BACKFILL i i i—i)0° 1900�111-11 �?)oOCk0O�OCC 11-111-11 >�0� , ,0o0-111—I I 1—I I Tigard, OR 97223 " #4 BAR "L" 24 INCHES 2" MINUS COMPACTED I 1°0C ( �;'op°01-111H 11H 1 II 1 r 11 1-111=111-F , oc �°c��I I I=III=III= T 503-941 -9484 111 h°°' f c �1 I I—I 11—I 11-111-111—III-111-11 m o° O° [ ° •� CRUSHED ROCK —,O� oC)� C C QoC —1 I I—III-1I N O.C. EXTEND THRU VOID lgrTZo;:o o� _ --�Oo Oo �OoOo _I 1 1-1 1 I—III-1 _ _ ) O ° 1 1— I 1-1 1 N IN CMU BLOCK . o • III- n ��00o,0ooc I—I I- I I—III—I I I_- �� o� } I I II 1 11 I X 'Op° t �000 _ PROJECT NO.: 144 001 III—I 11- I I=�1 I T I I—III—III =1 I I=1 11= _ 0 oc_III—III—I (3)#4 BAR CONTINUOUS. 3" / 6 I I I I—I / 6" —11 I-111—I 11—I 1 I—I 1 I—I 11= 11=11 la I _ O°C 11=1 I 1—H I H TYPE: AS-BUILTS o CLR. CENTER VERT. IN FTG. 0000� III III III III III III I I =III=III— _'�°Oc�nOoQO�OQO�=III"I I I—I 1 1-1 1 1-1 1 NfI�—� I I - 1 ti 11 1-'1 l REVIEWED BY: KMK 3 —111-111-111-111-111-111—III UNDISTURBED OR 0 I I11 I I;1 I I;1 I I;1 I I;1 I I;1 I I; iii CULTURED STONE RETAINING WALL WITH CAP COMPACTED SUBGRADE.1 1 1 1 1 1 1 1 1 1 1 1 1 1 o (::: ::) • SCALE: N. Ts SNAG PLACEMENT (:] g SCALE:N.T S L4 • 03 a 2 C.W.S. CONDITIONS FOR SWALES: NOTES: 1. THE WALL IS SINGLE WIDTH WITH COLUMNS APPROX. EVERY 25' +/ -. 1. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES. - 2. THE WALL HEIGHT IS 48" COLUMNS ARE 64"X 16" SQUARE. ENHANCEMENT/RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN APPENDIX A: LANDSCAPE REQUIREMENTS (R&O 19-05: 3. THE BRICKS ARE SPECIAL ORDER RUN FOR CONTINUOUS WALLS, AS ARE THE APPENDIX A). STONE 6"WALL CAPS, THE COLUMNS ARE FINISHED WITH 18" STONE CAPS. CONSTRUCTION 4. THE WALL HAS#9 REINFORCEMENT® 16"OC. 2. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION SUCH AS HIMALAYAN BLACKBERRY, ENGLISH IVY, AND ENGLISH HAWTHORN, WITHIN 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended 5. COLUMNS HAVE 2 CT#5 VERTS OC. Rai Riverside Homes THE VEGETATED CORRIDOR SHALL BE REMOVED. DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer 6. THE FOOTING IS COMPLETED BY THE CONCRETE CONTRACTOR ALONG WITH NATIVE TREES AND SHRUB SPECIES. amendments. 2 CT#5 VERT OC STUBBED UP TO MIN 24"AT ALL COLUMNS, WIDTH OF 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the FOOTING IS 24" DEPTH IS 6" WITH ANY GRADE STEPS IN INCREMENTS OF 4". 3. PLANTINGS SHALL BE TAGGED FOR DORMANT SEASON IDENTIFICATION. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. swale cross section, fabric shall be held in place in accordance with the manufacturer's 7. FOOTING IS TO BE PLACED 3" BELOW GRADE. installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. 4. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, TRADE, OR BARTER, ON a. Treatment area-high-density jute matting(Geojute Plus or other approved equal) ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. b. All other areas- low-density jute matting(Econojute or other approved equal) 5. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP's) FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL TECHNICAL GUIDANCE 3. 2.5 3 inches of 2" 4" river run rock shall be placed over the matting evenly throughout the r MANUAL SHALL BE USED PRIOR TO, DURING, AND FOLLOWING EARTH DISTURBING ACTIVITIES. length and width of the swale. DATE: 6/2/2023 4. Plant materials shall be placed in accordance with the plan and plant table as shown on ki.-, 6. PRIOR TO CONSTRUCTION, A STORM WATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO ORDINANCE 27, SECTION approved plans. a, �' �° ` a� ` REVISIONS 4.B. 5. The water quality swale treatment area plantings can be deemed"substantially complete" �- s'"' ' �t "; ,, ' , , ti once active green growth has occurred to an average growth of 3" and plant density is an ;' a;. +. �'; NO. DATE DESCRIPTION 7. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. average of approx. 6plants(minimum 1-inch plugs or equivalent)per square foot. g pp p g q ) q .. "'- 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth 8. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT SHALL PROVIDE and density matches the engineer's design as shown on the approved plans and all other " UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER. requirements have been met. The engineer must certify the facility to be functional,in As-BUILT t t .,1 accordance with the approved plan design to begin the two-year maintenance period. ONCRETE CAP 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 WARRANTY PERIOD - . . - • DATE •THE LANDSCAPING FALLS BELOW THE 80% SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT PLANTING AT THE NEXT APPROPRIATE PLANTING MAINTENANCE COLUMN APPROVED OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM THE DATE OF REPLANTING. WORM 1. The permittee is responsible for the maintenance of this facility for a minimum of two yearsiiiir 10. THE WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS. following construction and acceptance of this facility per Chapter 2. 2. Irrigation is to be provided per separate irrigation plan as approved. _ ' ••1 ' ' v ' •N 11. DEEP ROOTING TREES AND SHRUBS ARE NOT TO BE PLANTED ON TOP OF CONCRETE PIPES, OR WITHIN 10 FEET OF RETAINING WALLS, INLET/OUTLET Note: Irrigation needs are to be met using a temporary irrigation system with a timer during 4,Y;`�aiiti :rrii i. i : •_" DOTING STRUCTURES OR OTHER CULVERTS. the dry season. Systems should be winterized during the wet season to assure longevity and ( 3" BELOW GRADE guard against damage from freezing temperatures.Water source shall be as shown on the '�' - - 12. LARGE TREES OR SHRUBS ARE NOT TO BE PLANTED ON BERMS OVER FOUR FEET TALL THAT IMPOUND WATER. SMALL TREES OR SHRUBS WITH FIBROUS ROOT approved plans. I - r - ru� �,- 0, _ i- 1 SYSTEMS MAY BE INSTALLED ON BERMS THAT IMPOUND WATER AND ARE LESS THAN FOUR FEET TALL. 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice _ �� ^�� ; VIM annually (Springand Fall). Thelandscapinghall b valuat and replanted asnecessary =IR i r l��r_i�►l�NM 4/1ii!' ) s e e ed p ecess y �� °IP .� at: _ 25. SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial ' I t r , '_` BID-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES coverage. Non native,invasive plant species shall be removed when occupying more than altar `' - ______ (APPLYING N-P-K)ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. " _ 20%of the site. • Willa ��i WWI ' 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth 1 f►1��1•Ni-!1 a!��J�Li .- ! 26. TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE ROOT STOCK >•w , RIM.NM anBM� r SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE occurs within the two-year maintenance period. '�m '>♦ummaimillitaium i1111•1 t AIM SURVIVAL. •;�- ,t g i4 is•'4,' �?� o�.�Vt; Ur ../irT'/!1 ,1't t� 27. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS i�.<f . '�+ .i•' �"'.� � � ►''a` >6C': f�`-:. ' �`, 4y �' WATER QUALITY SWALE J; 41k.47,. 54: 14 .,,. -i- �3 ,�: • r Y .� 4. TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED WHERE POSSIBLE. SLOPES SHALL BE h`-' °1' .,' ti �'4.../ �1/4) st "s' "`y /. ""r R 1, ►I .Z+ • ! i, Jti t�2;;' �.. -Y. ., r., y-'� .v..- `4. •\ .-t :0' V4 tt• •',110 :---Jf � .i • ;,..`f -e ••'`S'!%� CONSTRUCTION & MAINTENANCE NOTES � \` r , :� �r .'� a , '�; GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN C�leanWater SerVlceS .• , r.' . . :? ,._;y,- V ' % • Ny, e3 '�, �' � .t' 1',s/'+A` •; .2* ' -' Our commitment is clear. ,�- .>' .:' a .�..., ..�.. C. +;- 3J±�S-�y ''7 •` r .?s?113:y, • t �rtiT.3 ,� � 2 - (OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS DETAIL NO. 710 REVISED 12-06 �`- : �� + � - ,". ,,>A'; r /'( . lam"`R !r1 't. •• C , _ / "l• 4r* _ •�,1'.,: Ii (COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAP f , ... �l t « '- '.=` �Y�`' ��: . - ; � :, f ;,,:. ANN \ . � '-..1., ` �, 1-1; ' '4 RIVERSIDE MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE IS ? f r PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. :��• i '�' ;"`` �.._._ _�i �1• .ti..�• . 28. MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN AT SC H O LLS DIAMETER, TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. APPROPRIATE MULCHES ARE MADE FROM CWS _ WATER QUALITY SWALE NOTES ROY ROGERS BOUNDARY FENCE CONCEPT MEADOW 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. CO SCALE: N.TS (3) SCALE:N.T.S 29. PLANT PROTECTION FROM WILDLIFE: DEPENDING ON SITE CONDITIONS, APPROPRIATE MEASURES SHALL BE TAKEN TO LIMIT WILDLIFE-RELATED DAMAGE (SEE IVAM GUIDANCE). 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 EQUIVALENT (I.E., POLYMER, PLUS WATERING) SHALL BE USED DURING THE TWO-YEAR PLANT ESTABLISHMENT PERIOD. WATERING SHALL BE AT A MINIMUM RATE OF AT LEAST ONE INCH PER SjC)1 S TEp , WEEK FROM JUNE 15 THROUGH OCTOBER 15. OTHER IRRIGATION TECHNIQUES, SUCH AS DEEP WATERING, MAY BE ALLOWED WITH PRIOR APPROVAL BY STORMWATER FACILITY GROWING MEDIUM FURNISH IMPORTED BLENDED SOIL FOR ALL VEGETATED LIDA FACILITIES CONFORMING TO THE FOLLOWING: G 1 '2 DISTRICT STAFF. • GENERAL COMPOSITION - USE MATERIAL THAT IS ANY BLEND OF LOAMY SOIL, SAND, AND COMPOST THAT IS J 1 J 30-40% COMPOST (BY VOLUME) AND MEETS THE OTHER CRITERIA IN THIS SPECIFICATION. • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: ---fAi\f -n • VEGETATED SWALE PLANTING NOTES: PARTICLE GRADATION - A SIEVE ANALYSIS OF THE BLENDED MATERIAL, NOT INCLUDING COMPOST, SHALL BE 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, r Kristina M.Koltavary#100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. T \ 1. ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR SIEVE SIZE PERCENT PASSING OREGON "y IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION 1# 4CH 100 4 85 -100 11/08/02 DOWNSTREAM OF THE EXISTING WATER METER. TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) # 10 50-100 T� C`�\> GROWING SEASONS. it ioo 20-60- p RJYy # 200 10-20 p ` E Ar 73 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES v • IT SHALL BE WELL MIXED AND HOMOGENOUS. VINYL CLAD CHAIN LINK FENCING • IT SHALL BE FREE OF WOOD PIECES, PLASTIC, AND OTHER FOREIGN MATTER. z SEE STD. DRAWING NO. 740 3. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND • IT SHALL HAVE NO VISIBLE FREE WATER.• THE PH (POWER OF HYDROGEN) OF THE BLENDED MATERIAL SHALL BE TESTED AND BE BETWEEN 6 TO 8. z AS APPROVED BY DISTRICT OR CITY. THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY. P D COMPOST 3 4. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL AND PROVIDED BY A MEMBER OF THE US COMPOSTING o N COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTING000NCIL.ORG FOR A LIST OF LOCAL -o ADDITIONAL COSTS RELATING TO THE CONDITION. PROVIDERS. Z7 O THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED E MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL O CONSTRUCTION 0 5. SWALE TOPSOIL: USE 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING COMPOSTED, FREE OF VIABLE WEED SEEDS, AND STABLE WITH REGARD TO OXYGEN CONSUMPTION AND CARBON DIOXIDE SWALE R CHARACTERISTICS. A) TEXTURE- MATERIAL PASSES THROUGH ONE-INCH SCREEN BO FERTILITY- 35% ORGANIC MATTER GENERATION. THE COMPOST SHALL HAVE NO VISIBLE FREE WATER AND PRODUCE NO DUST WHEN HANDLED. IT SHALL C i BOTTOM f MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET 2" MIN. NPROVIDED BY THE VENDOR. D MIN. \-D 2' MIN. AMENDED DETAILS oN • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. - TOPSOIL 6. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS. IF THERE IS A •• THE PH OF THE MATERIAL SHALL BE BETWEEN 6 MIN. AND 8 MAX. 4o DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USE THE LARGER OF THE TWO AMOUNTS. MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC.) SHALL BE LESS THAN 1.0% BY D WEIGHT. 0.5' MAX. C CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES • THE ORGANIC MATTER CONTENT SHALL BE BETWEEN 30 AND 70% (DRY WEIGHT BASIS). / / I/ • SOLUBLE SALT CONTENT SHALL BE LESS THAN 6.0 MMHOS/CM. (.1) f o • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. 7. ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPE REQUIREMENTS. • STABILITY SHALL BE 'STABLE' TO 'VERY STABLE'. • CARBON/NITROGEN (C/N) RATIO SHALL BE LESS THAN 25:1. D w • TRACE METALS TEST RESULT = "PASS." r;T = 8. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, LOW IMPACT 71 N DEVELOPMENT HANDBOOK, JUNE 2016. CONSTRUCTION o O) STORMWATER FACILITY GROWING MEDIUM: SIDE SLOPE TREATMENT AREA SIDE SLOPE -g • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, SWALE AREA AREA 6' MINIMUM WIDTH AREA INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. I J 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 • WET AND WINTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE W EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGH DENSITY JUTE OR COCONUT MATTING EXTENDS REPRESENTATIVE. w WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS TO THE TOP OF THE TREATMENT AREA, TOPSOIL AND LOW DENSITY JUTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY • PLACEMENT OF THE SOIL - PLACE THE MATERIAL IN LOOSE LIFTS, NOT TO EXCEED 8 INCHES EACH AND EACH SEED MIX LOW GROW MIX NONE LOW GROW MIX LIFT SHALL BE COMPACTED WITH A WATER-FILLED LANDSCAPE ROLLER. DO NOT OTHERWISE MECHANICALLY SEE NOTE #5 SEE NOTE #5 TRACT OR EASEMENT AREA. COMPACT THE MATERIAL. C� • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS CDMAX. SLOPE 2.5H:1 V 4H:1 V TYP FLAT BOTTOM 4H:V1 2.5H:V1 17•00.1q)g 10. BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZED STOCK SHALL BE INSTALLED POSSIBLE AFTER PLACING AND GRADING THE SOIL IN ORDER TO MINIMIZE EROSION AND FURTHER COMPACTION. ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. EROSION CONTROL - TEMPORARY EROSION CONTROL MEASURES ARE REQUIRED UNTIL PERMANENT STABILIZATION MEASURES ARE FUNCTIONAL. * OR AS APPROVED PACIFIC COMMUNITY DESIGN *** CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER • PROTECTION OF THE INSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR a_ EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO 4 NOTES: Q ACRE. KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD CD 0 MATERIALS AND EQUIPMENT BE STORED ON TOP OF THE INSTALLATION AREA. 1. REFER TO CHAPTER 4, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING 1 2564 SW Main Street z PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS, APRIL 2019 : REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. Q ) 2. PROVIDE IRRIGATION AS APPROVED BY CWS. Tigard, OR 97223 GROWING MEDIUM SPECIFICATION (D 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR -t FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. [T] 503-941 -9484 t 11. TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLING TREE-PROTECTOR TUBES OR �Iy , r __-_ C 4. 12 INCHES OF AMENDED TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY FACILITY. WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) FOR VEGETATED FACILITIES CleanWater S vices 'Fi• 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENNIAL RYE 30%, CREEPING RED FESCUE 25%, N DRAWING NO. 742 REVISED 10-31-19 COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. PROJECT NO.: 144-001 MAINTENANCE AND MONITORING: Q TYPE: AS-BUILTS S o 1. BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1)AND FALL (BY SEPTEMBER 30), REVIEWED BY: KMK c ` FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION. ENSURE A MINIMUM OF 80% SURVIVAL RATE OR BETTER CWS - GROWING MEDIUM NOTES CWS WATER QUALITY SWALE WITH 90% FACILITY COVERAGE OF THE REQUIRED VEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE 0 NOTED. NECESSARY MAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AID IN THE (44) * SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% NON-NATIVES OCCUPY THE SITE. IF IT IS SCALE:N.T.S SCALE: N.T.S o DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGE OF THE HERBACEOUS SPECIES OR THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIRED BY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL BE 0 DEVELOPED AND IMPLEMENTED TO MEET THOSE CONDITIONS. L4 • 04 2