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1463 RIVERSIDE AT SCHOLLS MEADOW R-I Riverside Homes PLANNED DEVELOPMENT 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 TL 16100 TOWNSHIP 2 SOUTH , RANGE 1 WEST SEC . 6 W. M .- 3RD SUBMITTAL: 4TH SUBMITTAL: 5/5/2022 5TH SUBMITTAL: 3/24/2022 6/14/2022 TIGARD WASHINGTON , OREGON _ REVISIONS NO. DATE DESCRIPTION _ i-Th 4-- GROSS ACREAGE : 9.78 AC -------"), 1 HIE SW SCHOLLS•FERRY D. e - I___..r--- io; PE _ mpt. Lk ) , , / , / \ / \ f / _ *811 BENCHMARK: vira WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS DISK SET I PROJECT SITE I IN CONCRETE, NE CORNER OF INTERSECTION OF SW ROY ROGERS _ in- 111H ROAD AND SW BEEF BEND ROAD. w D w L.) 1 < 7Al z 0_ ce ;0 = liml I L> 1 1 8 LU = Ce LU 0 0 = WU I 11 I I U51 1- < -‹ --- - Mil y. ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 < I = I I = I z I w . . 0 - 73 , um t INS < 1 1 >I 1 1 > L------- -(te I v, o N. N. I I < < < . - 0 m . , 73 yLlitis . ,_ 1_ ,,„ I , 1 AS-BUILT , , 1 E . NI R 0 - :cn cc X I/ DATE 5/10/2023 UTILITIES & SERVICES : , N I- >- p _ _ _ -- o - III4 AppROVED CRAIG LARSON -- _ _... ..............._) Li) WATER: CITY OF TIGARD WATER , , 4;4$ I I I I I STORM: CLEAN WATER SERVICES SW NORWAY LANE I I I I I I -7.--,S2 SEWER: CLEAN WATER SERVICES - -, _ _ _f _ _ _1 I I syv BpLL.M0pNTIAIN RD. POWER: PORTLAND GENERAL ELECTRIC SW GRAND STREET - I I II W R nEl a RIVERSIDE GAS: NORTHWEST NATURAL --. FIRE: TUALATIN VALLEY FIRE & RESCUE 1- - - I- - - VICINITY MAP AT SCHOLLS 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: COMCAST 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 elevation of underground utilities shown herein are approximate only and PROJECT BOUNDARY PRO/14- APPLICANT/OWNER: SURVEYOR: must be field verified prior to any connection thereto or excavation in the immediate vicinity thereof. PACIFIC COMMUNITY DESIGN, INC 84963PE * RIVERSIDE HOMES, LLC -u4f-k-ld 00 0, OR 17933 NW EVERGREEN PARKWAY, SUITE 370 12564 SW MAIN ST. SCALE EGON TIGARD, OR 97223 DATE 5/10/2023 100 0 50 100 BEAVERTON, OREGON, 97006 AppROVED CRAIG LARSON m m m [P] 503-941 -9484 [P] 503-645-0986 EXT 104 1 INCH = 100 FEET CONTACT: TRAVIS JANSEN, PLS, PE EXPIRES: 12-31-24 CONTACT: NIKI MUNSON SHEET INDEX: SHEET INDEX (CONT.) . . SHEET INDEX (CONT.) : GEOTECHNICALENGINEER: PLANNER: 100 COVER SHEET SS1 SIGNAGE AND STRIPING PLAN D4.01 SANITARY DETAILS 101 GENERAL CONSTRUCTION NOTES SS2 SIGNAGE AND STRIPING DETAILS D4.02 SANITARY DETAILS GEOPACIFIC ENGINEERING INC. 102 CONDITIONS OF APPROVAL SS3 SIGNAGE AND STRIPING DETAILS PACIFIC COMMUNITY DESIGN, INC 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 z TIGARD, OR 97223 [P] 503-598-8445 105 GRADING D2.02 STREET DETAILS CONDITIONS g 106 GRADING SECTIONS D2.03 STREET DETAILS EC1 COVER SHEET . [P] 503-941 -9484 CONTACT: JAMES D. IMBRIE P.E., G.E., R.G., C.E.G. , 107 COMPOSITE UTILITY PLAN D2.04 STREET DETAILS EC2 NOTE SHEET ,, CONTACT: STACY CONNERY, AICP C\I 108 TREE PRESERVATION AND REMOVAL PLAN D2.05 STREET DETAILS EC3 EXISTING CONDITIONS AND DEMOLITION PLAN 0 LANDSCAPE ARCHITECT: 109 TREE PRESERVATION AND REMOVAL PLAN EC4 RUNOFF CONTROL PLAN c, , - 110 TREE PRESERVATION AND REMOVAL PLAN 301 SDLN-1 STORM PLAN & PROFILE EC5 SITE IMPROVEMENT PLAN 111 TREE PRESERVATION AND REMOVAL PLAN 302 SDLN-1 STORM PLAN & PROFILE EC6 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC c) 112 TREE PRESERVATION AND REMOVAL PLAN 303 SDLN-1 STORM PLAN & PROFILE EC7 EROSION AND SEDIMENT CONTROL DETAILS - 12564 SW MAIN ST. , 304 SDLN-2 STORM PLAN & PROFILE L, L, z PACIFIC COMMUNITY DESIGN, INC TIGARD, OR 97223 201 SW GRAND STREET PLAN Et PROFILE 305 SDLN-3 STORM PLAN & PROFILE SL-1 STREET LIGHTING LEGEND o) 12564 SW MAIN ST. [P] 503-941 -9484 202 SW GRAND STREET PLAN Et PROFILE 306 SDLN-4 STORM PLAN & PROFILE SL-2 STREET LIGHTING PLAN 0 203 SW 171ST AVENUE PLAN Et PROFILE 307 SDLN-5 STORM PLAN & PROFILE Et 15 204 SW 172ND AVENUE PLAN PROFILE 308 SDLN-6 STORM PLAN & PROFILE L1.01 TREE CANOPY SITE PLAN z [P] 503-941 -9484 205 SW SABRINA AVENUE PLAN Et PROFILE 309 SDLN-7 STORM PLAN & PROFILE L1.02 TREE CANOPY LEGEND, NOTES Et DETAILS 17.11i11:1 TIGARD, OR 97223 CONTACT: KRISTINA KOLTAVARY, RLA 0, TRAFFIC ENGINEER: c, CONTACT: CRAIG LARSON, PE 206 SW 174TH LOOP PLAN Et PROFILE 310 SDLN-8 STORM PLAN & PROFILE PACIFIC COMMUNITY DESIGN L, > o 207 SW 175TH AVENUE PLAN Et PROFILE 311 WATER QUALITY FACILITY PLAN Et PROFILE L2.01 OPEN SPACE LAYOUT AND PLANTING PLAN u LANCASTER MOBLEY a 208 SW NORWAY LANE STREET PLAN Et PROFILE L2.02 OPEN SPACE PLANTING PLAN 12564 SW Main Street 0 -= 321 SW 4TH AVENUE, SUITE 400 209 SW TREE FARM TERRACE PLAN Et PROFILE D3.01 STORM DETAILS Tigard, OR 97223 cl) . ,PORTLANDOR 97204 210 TRAIL POND Et TRACT G PLAN Et PROFILE D3.02 STORM DETAILS L3.01 POND MATERIALS PLAN ,r [T] 503-941 -9484 -,, 211 TRAIL TRACTS D, E, Et F PLAN Et PROFILE D3.03 STORM DETAILS L3.02 POND LAYOUT PLAN %., [P] 503-248-0313 [F] 503-941 -9485 z D3.04 STORM DETAILS L3.03 POND PLANTING PLAN a) CONTACT: JENNIFER DANZINGER , CR1 CURB RETURNS D3.05 STORM DETAILS `) CR2 CURB RETURNS L4.01 PLANTING DETAILS AND NOTES PROJECT NO.: 144-001 5 _0 ATTENTION: CR3 CURB RETURNS 401 SSLN-A STORM PLAN Et PROFILE L4.02 CONSTRUCTION DETAIL TYPE: CONSTRUCTION Li) 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 o THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF AI NO TiFt REVIEWED BY: PRE 0) C CR5 CURB RETURNS 403 SSLN-B STORM PLAN Et PROFILE L4.04 CONSTRUCTION DETAILS THE RULES BY CALLING THE CENTER. § * Dig Safely 404 SSLN-C STORM PLAN Et PROFILE 2 gb il, 0 405 SSLN-D STORM PLAN Et PROFILE 0. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 -ff Oregon. '4 , c• can before you dig. Lig 406 SSLN-E STORM PLAN Et PROFILE '6 9 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE itsls. 811cf 407 SSLN-F STORM PLAN Et PROFILE -1 -4 WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NOop 408 SSLN-F STORM PLAN Et PROFILE i DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD 4:Pi•-r,_ .60 g' sw4. • • 409 SSLN-G STORM PLAN & PROFILE 100 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 es 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK SERVICES "DESIGN AND CONSTRUCTION STANDARDS". R Ri 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 Rao 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. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING 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 THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS 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. 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 HOURS11. A 4X4X8' 0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2"WATER SERVICE LOCATION AND 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 REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE 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 '/z 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 np INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN 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 N°C '� MUST 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 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, FF.Q 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 PERFORMANCE. A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER963PE BENCH, THEN PLACING A SIX INCH LAYER OF 11/4" -- 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 -II co 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. p 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 oh 13' `LO 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 C- , c6 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 �' L. k- 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 PREPARED BY INJECTING ACALCIUM/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. 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'SKIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE REPORT/RECOMMENDATION CHANGES. A MEASURED RATE WHILE FRESH (POTABLE)WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT 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 THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED)WATER 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 THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY 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. c, 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 a 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 0 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 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 3/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 N 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 0) 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 AREAS. BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. LU O (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 3034 (SDR 35). FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A'/4" BALL PlimiD OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY w VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" 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 v 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) 00 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 , 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 0ROCK. 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 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 0 THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER REVIEWED BY: PRE 3 (SEE DETAIL 290 ST). 2 o 8. NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 0, 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 0 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 (��D PR( F , 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 J G I ( covers the full 10-foot width. improvements. Prior to final plat approval, all public utility facilities including but not c NE-4,4s'4. • 0.5' public access behind sidewalk limited to storm drainage, water quality and quantity, sanitary sewer, water, gas, 963PE _I_AL7-' _ • 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 v OREGON oo SW Sabrina Avenue (Neighborhood Route, full street improvements): a stormwater maintenance agreement with the City. O • 58' right-of-way dedication (total) c6 13, • 36' paved width 21. Prior to final plat approval, the final plat must contain State Plane Coordinates on two �'9/ •• (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 171stAvenue 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 • (2) 0.5' curb Statutes (ORS 92.05), Washington County, and by the City of Tigard. Final plat will NOTES 0 • (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 CO • 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 N 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. LU 6. Prior to commencing any site work, the applicant must obtain all required approvals and c, 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. designated as the "Permittee", and who will provide the financial assurance for the 1:1rIllig1111111) cL 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. 12564 SW Main Street O 8. Prior to commencing any site work, the applicant must provide a construction vehicle Tigard, OR 97223 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. 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 _Q include the vehicles of all suppliers and employees associated with the project. Q TYPE: CONSTRUCTION 9. 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 -1- -4 1 020 a Z • IP III x - - uull� vv1 N x ��1UIIIIIHF' I G ) 1 II ii it ID 74:(3 74C1 >...L7 ,1[ II o I It X �I� 1' IL x 1 xl o• Iii■© / ; Hox Xiii `I\ IIII► 11111 III `I\ 11 � � Riverside Homes \_ alf■ 111 _Or1_ ®■r �P _/ \, �■®I■■■■u�l■I,i111i■o■ A� am■ iimm■.i.i■�■■�rrmEMIM■1 ; // i c�■ I ..-- li x'�. . a - r, a - ..tamn?I_Tm■�•lrmm�. —Irn mr-- m�T_■•-mom- x -r••�•mr—. ■mr=m0 3 isi��ii�II_ .. © xs, © sx ssx ssx ssx © xss ■■ AA. I■� Xs.-■I■ ss © x ■■I ! ■■■ s © xss IiI!I .s © X. , I , _© xss ,- - - ■ ■�G ! I ■■ - !� �i■!i ■ice' ■i■�■r►5 ® OO Fr x��.. �■ as �■ CSX ISI ■ ■ i 1 ■ asx `9J' asx iii 4 1 i pp •II ■� M■ i s iii".11- 5‹.– IJ �� S l ��o� •I■ Lt. ■ 1 ia1�■ I� n1 ■■ ■■ `■I■ RA Ir illi i 11..m..C■■. • XW 1 XW XW XW XW �� ra. 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OFFSITE ,�, libo TREES TO REMAIN 4 =264 �, ` � / /� �'—_� — / 11 - - _ -_______� , \ O 265— If, / / ) 0 6-,5- 0 A_ I il 1 ._ / / / / \ ' L EXISTING WOOD FENCE i,n r: �. �� •� a .� < < / lir / / EXISTING WOOD FENCE /,/ / /7 ..„....... , so / EXISTING WOOD FENCE• — I 3...:Tir, '�0' ! ��r IN RIGHT-OF-WAY TO/ / atm .��V1 1r. 1V�JII n♦ � / / / \ I �a a ♦♦ Ila264 I / / / ,�.�� S1, P/ �/,� BE REMOVED. e V I • �,\ \ \ / �eSi EXISTING WOOD FENCE /� , / / / IN RIGHT-OF-WAY WAY TO / / \ IN RIGHT OF WAY TO _ 1��.��w �I ,I 'r� / \ / 262 ' —— _ / IN RIGHT-OF-WAY TO I / BE REMOVED. / ///// / / BE REMOVED. r EXISTING FENCE ; ��'r_�''0' — EXISTING SLOPE, 1 / I :1,-` / / ,BE REMOVED. 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REFER TO TREE PRESERVATION AND REMOVAL - — — — — EASEMENT LINES xss EX SANITARY SEWER OO EX SANITARY MANHOLE 4:4 EX BLOW-OFF PLANS FOR TREE INFORMATION 4• ° • ° EXISTING SIDEWALK 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 © EX STORM MANHOLE N EX GAS VALVE 7.==========S EXISTING GRAVEL EXISTING PROPERTY LINE XG EX GAS LINE ❑ EX AREA DRAIN © EX CABLE RISER LU � i� � � � � � � � i:d XE EX TELEPHONE RISER = EXISTING BOUNDARY LINEEX BURIED POWER LINE ❑ EX CURB INLET T us /////////////////////////1 EXISTING BUILDING ///////////////////////// ——324—— — EX 2-FOOT CONTOURS XOH— EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT xx EX LIGHT POLE Fliii:1 I..•...........„ EXISTING — —320— — EX 10-FOOT CONTOURS xcOM— EX CABLE TV LINE EX FIRE HYDRANT PACIFIC COMMUNITY DESIGN 1..I��i 1�1 1 w WETLANDTO BENON-JURISDICTIONL FILLED j /�j XT EX TELEPHONE LINE ® EX WATER METER EX TREES x EXISTING WETLAND BUFFER V .. 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REFER TO TREE PRESERVATION AND REMOVAL T - - - - EASEMENT LINES xss EX SANITARY SEWER OO EX SANITARY MANHOLE C4 EX BLOW-OFF PLANS FOR TREE INFORMATION • ' EXISTING SIDEWALK 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 © EX STORM MANHOLE N EX GAS VALVE LU - '-A - -'- - - ' EXISTING GRAVEL EXISTING PROPERTY LINE XG EX GAS LINE El EX AREA DRAIN © EX CABLE RISER LU izfiA /�� EXISTING BUILDING EXISTING BOUNDARY LINE XE EX BURIED POWER LINE ❑ EX CURB INLET QT EX TELEPHONE RISER __- — ——324—— — EX 2-FOOT CONTOURS XOH EX OVERHEAD POWER LINE 0 EX STORM CLEANOUT XX EX LIGHT POLE 1:11r.000.""q11) o I'.'.'.'.'.'.'.1 EXISTING - -320- - EX 10-FOOT CONTOURS XCOM— EX CABLE TV LINE EX FIRE HYDRANT `I/ PACIFIC COMMUNITY DESIGN �"'—��-`�j NON-JURISDICTIONAL EX TREES LU WETLAND TO BE FILLED /Aj EXISTING WETLAND BUFFER XT EX TELEPHONE LINE ® EX WATER METER I1 �; ' ## - X EXISTING FENCE ® EX WATER VALVE EX TREES TO BE REMOVED 12564 SW Main Street FILLED WETLANDS /� , /� , /� , , EXISTING WATERS ' Tigard, OR 97223 3 11 o [T] 503-941-9484 N [F] 503-941-9485 oD PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION Lo REVIEWED BY: PRE 0) C 2 0 0.0 g SCALE 03 4 50 0 25 50 i F2' i 1 INCH = 50 FEET z a a . r o + .111 ► � �i_ , v � I Ic1,,,iT1111111 1- I � �AW n 1 1 1 ii _ ii ii - _ RA Riverside Homes x 1 II .A��a41�� , TRACTT+ ill��h►.. lllllllllllll�i��► ►_......................... �+ .. i�� ;:iiiiii�i�i�� ►�' i ►; �� ►C! !i'��Yl'iiii �� \�I0 0 1ST SUBMITTAL: 9/13/2021 ,,, ill ////I/i' Illllllllllllll1. . ►�IIIIIIIIIIIIIIIIID ..,�..•.�• IIIII��IIIIIIIIID� Illllllll�llli ..� �- -� 2ND SUBMITTAL: 1 /27/2022 j'' .l Err ► II I ��r'I''II '''�r�� l r-2 I f/iII" 42 55 _, Ir�� l 1 56 I of I 79 I I 3RD SUBMITTAL: 3/24/2022 i 1 1 I 1 II , 11 I' 28 41 11 I oa I I 4TH SUBMITTAL: 5/5/2022 6 15 16 I I I 1 I I ° I � 78 I 5TH SUBMITTAL: 6/14/2022 :, ON 1 ► T I$$ 1 1 ► 1 I : l I 1 +— iiiiiiiiiiiiiiii x ii:/ 1 7 I 26 I 11 — I 40 I I 43 54 I II % REVISIONS 14 17 29 4 gi � I � -. - I -. ° 58 I oT o I 77 vA J NO. DATE DESCRIPTION 1, o x I I o 25 I I I I I 44 53 I I I i 76 1 II _ I 30 39 11 8 13 I 11 18 I o I a MI 1 I300' i 0 1� 3.00' I 11 _ + PUE, TYP. m o PUE, TYP. N::: I / 0 /I _ I/ /I 1 1 1► I 60 I +—u I 75 I I 9 ' 24 Ir'll I 31 IF II1 45 52 I _ 8.00' I I g I I 1 11 N 38 I PUE, TYP ~ 1 2 3 I 12 19 1 1 i 1 I I 61 I I 74 — I 8.00' I I I o: 1 �'^ti �— SIGHT DISTANCE I �� 8.00' I I 1 I �, 1 J 'l PUE, TYP. EASEMENT "" PUE, TYP. 23 • 1 - — 32 37 — 46 51 I 62 I — I 73 I II '^�— 10 — _ 11 1 I 20 I I I °° '''' ..--- -.1.1 �A TRACT C90 - 1; �- N IN NIS #4440W! 4W.� aIM o _ ."; 1 /� 1 1 I I 1 63 I ( 72 .•- }' o ► 0 22 o I 33 36 I 47 50 I - - - �-�I� `S%��` 10 00 L1 11+00 C3 �- � L +- �� f' _ � r �� < I 1 8.00 +1= —� I 2+p0 `� �' TRACT A o I I 8.00 0 I :0 I 2+0� C4 L213+00 �- �� PUE, TYP. �. � kiln;+�; I � I — 1 tal �— PUE, TYP. IIL I I II��ll��....... � ��I r - +--�I--o� ---. LC/ /4,(6,0 y 14Xp � 1 welAti li. I _ 21 I_l I 34 35 I_0 �` 48 49 I IF• - - - - x ��_ _ _ o .I, I 8.00' I 1 1 I ___� _ AS BUILT il I�� __ '� rn� PUE, TYP. l 1s�0 J • J64 65 66 67 68 69 70 X 7 � �0 � � � 71 � DATA 5/10/2023 �S 2 16+00 17+00 — 18+00 L3 — 19+00 20+00 20� 75 I ++ APPRO� CRAIG CARSON TRACT HT 1 / *!`� - -1 �- I - T - I �— - +— - �— -I i I I I X oA 'At- ---_ 00��11211,Ippr �� o- -- o+- � =;� + l: �11-moi- � ■ i ...._4.:_-__ 111 . . y-T-��' �' SSLC'1i. -- - -- _- 9 TRACT G ��p'■811411271' I ■■-—i ■ oEll1��►, =■1 I ::*lai it I TRACT DMN p:�1 NI II il _ = ill OMpjrpr TRACT E pppp� ■sm■■!■■■of S �.�.�5��' ''T�SI�T�TSS��i�.:7SSL"1.�T�'�SL-LST '�-,'�S�S°� -�' � \ ,I' -31 � �= p�M�peole� TRACT F /ppp =;� �= !: I■■■f! '� _� _ I � RIVERSIDE �s��■oma■■■�� - — -- r �_._ _ _til.A.:.--.7.--.7.--,,zikAildizeszizdAuTz.t.c.:::•-j AT SCROLLS 1 __ _ _ _ •-__47.4.147. _ 407: _ 4.72r_ _ _ _ w' k" „T r-. �-. �-. ti �-. �-. �-. X-, z-.' �.�..�.-�-�.-�l-�l��. ��_�o�o moo_ �. . . �. - - - - - �-i�� -ice.t.' �12.',4��1�–I k .. � MEADOW Xo o– �} 1 + 0, I I I PRFi TRACT TABLE LEGEND GENERAL NOTES: 411• 84963PPE LINE TABLE Curve Table: Alignments — o OREGON T TRACT A PRIVATE OPEN SPACE TRACTPROPOSED RIGHT-OF-WAY 1. ROY ROGERS ROAD SIDEWALKS, 00 LANDSCAPE STRIP, AND CURB TO BE q, h 13, '�,,c.., 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 '1/C L. LPA`' L1 146.19' N89° 20' 24"E PROPOSED CURB AND GUTTER APPROVED ROY ROGERS ROAD EXPIRES: 12-31-24 Cl 205.00 123.34 S73° 25' 23.74"E (7597253.31,647559.97) (7597369.75,647525.31) TRACT C 10' LINEAR GREEN TRACT — CONSTRUCTION PLANS DESIGNED UNDER L2 77.77' N89° 20' 24"E — EXISTING CURB AND GUTTER 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 & 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 L8 401.01' NO° 39' 36"W TRACT G PRIVATE OPEN SPACE AND PARK TRACT EXISTING PROPERTY LINE L9 758.40' NO° 39' 36"W TRACT H PRIVATE OPEN SPACE AND PARK TRACT EXISTING BOUNDARY LINE o 1611 PROPOSED HANDICAP RAMP a L10 237.51' NO° 39' 36"W o PROPOSED A.C. PAVING C EXISTING A.C. PAVING N cN - PROPOSED SIDEWALK ............................ PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK L] PROPOSED TRAIL Lu STORM WATER POND BERM AND KEYWAY a SEE FIGURE 3 OF THE GEOTECHNICAL 3 ENGINEERING REPORT RIVERSIDE AT z SCHOLLS MEADOWS DATED FEBRUARY 26, P!siI.!llq:) 2021. PACIFIC COMMUNITY DESIGN i ///ice, SIGHT DISTANCE TRIANGLE o 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION c REVIEWED BY: PRE II 2 0 0,0 1 SCALE 4 5004 0 25 50 i E7 a 1 INCH = 50 FEET z Al, 11► )/r) 11► IIII \I► 1 X11 �' & / x d% le ,_% \\_I el% \ I\ _I% \\ISI � =! -� � / /• / -11 jC X • / / 1 SW JEAN LOUISE RD / / • ,/ /. _ mI- r \\ t X .I i i i .I �� - / \I R Riverside Homes X / ' Ii di / \ 7 ► O./ '1111 -11/ \ ,//\ 1-1 1ST SUBMITTAL: 9/13/2021 iI IIII / I 2ND SUBMITTAL: 1 /27/2022 o / o /\ I / / I I I 3RD SUBMITTAL: 3/24/2022 II II X �� ii I + w I4TH SUBMITTAL: 5/5/2022 /\ , -- .,, 5TH SUBMITTAL: 6/14/2022 ..:............ i✓ - �\ iiiiiiii� .:,•:o. , o o 'Ks". �� _ .••�•••••••••••••I�� _ I� ._- �� _ •:o:•:. L - _ \ / I REVISIONS - - �•e �. *��•i••"1 fr' i716/ -- -_- - - - A►-�•��G� _ __=-_-1.452...,,_-_-__-_,/ 9��5•i'�►I = !��!�� 16 - / 264=16 r \ / 260 +6 • ' t" p01 - �aGI 2 r- 26; I i 26j / 6 r • vvv / 267 1 I 1 // NO. DATE DESCRIPTION .� i79 f I 6 2 :v. �. 271 - I 168 15LL, // / X -- g /� / 2 28 68- 2 \ \41 N :°.:1 42 ' '�__.� 55 267 16 / _56 6 11111 / 1 / Q 0/ N 262- 59' pp 2g / \ \ \ - - \ I/ / a i / b", / • / "�^ •?6 144 \ \ ,2. 9 I ' 61 �_ _--- '_ / I 1 ��6 IC-y / 1 .o / / / / / /- 66118 / \ \i♦ 6' \ 16 9 1 \ 268 v 78 I\ I / - ,r N! / 7 / o/ / II 269 _ 46 269 1� / - 1NIMMI. 1� 4 �, / / 14 N b^' 1 / 17 / / I / / / II29 `\ o \ \ 40\ 43 168, 54' -268 I 68 1 ci\\ .:' // / Ai ; / -�/ I ti 11 I / / / 'I N I / // / / 2691 -- `,, \ \ _ \\ J .� \ 269 0 '� 58 :267 i m ° 26j� 77I 1 ' ' , '� / // ^ I / / "' / / / / / / / \ 2 ` �--. 69-�� / 8 / 25 .,: 1 �� 1 - 269 2' �I •k / r/ ?S8. 13 l \ . / / 18 / / / 270 / / 111`'. 270 30�74 ' -+ I 1 -268- - / \\ / - I b_, r- \ \ 39 ° 44 53 69 59 \ ° �' 76 \ I o i / 1+oo III -2+00/ / 3+00 \ / / . / I \ \ / \ o rr.�i ril4+00 / I I.. • ' 5+00 6+00 700 \ + -.N � \ �� 167 \1 I C 1 a rj 270 >12+00 + l / / T H ,� I \ 8 00_.. \i 9+00 101 ' 10+00 .. I 11+00 \ i 7. J ti / 161 r I� o / 9 // 3 \ � r+l r J ,q / , %rl --.,L.�� T / l a 7 EL �� \ 11 i o 71 ` W =_ Y13 00 I I / � �F � � wI Ce /24 .. v) 1 �b2 - 3 fib. l / 12it / 19 / II J / / / a III 31 I '38 \ w\ 45 7.1�� - 52 Z> 1 �W I 13+13 I I w \� / // / 26� 0 /- s) 1 I c / z11 \ �� a ` / „� \ii, �/ I61 74 I / IoI cefib^ _ / iI 263 �� N I ,, 1 c ( / • \ _, m ) \ \ Z / ^ / 1 o 0260.0 TW 260.1 TW / I i o I ° \ I 20` \ ( 23 \\ \ \ N\ .. \ 32 1 �o J 37 -►� 46 51w : ■ 1 1 ° r� 11 ` -� . \ \ \ : ,, \� 1 A� o `Mir 260.0FG 252.0FG 2 ■ ` IL' .62..268 F-� I I `^ \ 2 + in \ v' �°-gip 1"'- 6 !I \ \ +�^p _ V / M NEWAI ~ ' u I I I I SEE LOCK LOAD \\ •/ 270 - ti/ �A/ 63 72 F- I I �b 259.9 TW 259.7 TW I 260.4 TW 47 6' �, RETAINING I , \ 22 \ ' 270 \/ `�' / �� I ® 254.6 FG ® 252.0 FG Z \ \ \ J - 36 b° 47 _271- - 50 I _268-- I ® 252.0 FG -��•I \.� \ WALL DETAILS \ \ \ _ \ I _33- 3 r/ `✓ -J 1 II I ) As_BuiLT B / l6 •p A ��1. \ �F 270 V �,) A / 17 / i �'" 1r �� • TRACT A / Ib°' 4oa ° �" A / 5/10/2023 / o N r \ _ v / ti �� / 1► -`� "` DATA 2 • + - .- N o \ .o ' \ ~Il�270 - 4 oo 269 �0 I i _ it \ / ��_ -I 11+0 N % �� '� 263.0 TW .3 263 \ \ N \ 1 N , - -� / iI of L I 1 1 SW NORWAY LANE 267 a� �! SW GRAND STREET 1 N X272 -- / I --- I I APPRO� CRAIG LARSON 0 01 i qi. / o ��► 12xp0 \ N �_ 252.0 FG \4111 \ Ii \ x.269 \ I \ N.,271- /J I\ �b� i 1 _y10'� N•--- / 11 - 168 26g I I \�/ �� 25 259.9 TW / - - - -.. - -_ \ \\ 21 68 \ ) \ 2 Y 1- ` --i y 268�� I�`: eelXS■ ■°°°,.°o°°°°°o°. ..... I �, �/ N 13+00 z59 ® 252.0 FG \ zs �_'_� o. \ \ o �� v �II s �6 1� - ��° - �i1., .1 t 48 -- \ 49 '��1�8� � � tib h _ i66 ----r VI I \ / a , 263.1 TW \ 4!J ) 1 / ��, ini ��_ \ / �� II \ �L�� 269 269 J N, o 262.7 FG A - ! �� 1b� �� /// 1 I J / No ti / 260.7 TW \ o \ ^ h \ � ��f�/ 166, o _ / r - 165 -I- \ // `' 252.0 FG ® 260.8 TW 262.2 TW \ �I' ^�Lr) / . . h� Fhb 'F� \ \` \ _ II, -�� ! �+ -✓�- - � -�- ". ��268-- Z6b 6 65 66 67/ 68 69 70 ' 71 \ / IRIVERSIDE i N ,-- TRACT H - 253.2 FG '\ 253.4 FG h� ,� \9 ,� I X268 161 66 16255 / 252 ��254.3 TW \ 258.0 TW I156 �h� �\ �6�` \ • 6, N \ =267 '�\ / fibs - - - -�SW GRAND STREET // / `� 16QI /z5353.5FGL \ NMef,�'� o �' � - - G / '1 5 a / AT SCHOLLS NEP 257.5 FG ,o� \ b -266- ■. \ 161 -- 16 I I rN. 256 SSA ��Nn�iNwNV 6 A \ - ,1 �0 �� - - l Ti!... -' - 266 �. �� 268��___ - G o� 1/4 � r -,��aJ \ -� i J \ 2+00 , , 3+00 11111 ��-= = 4+00 =�'= 166` ,163=5 00 .---- I / Ilkiii�� =254.0 TW�� 25a �,� N I TRACT�� 6�� 6F ifrei,... / 6� �� - - �b�66 �� bb, ---/ / .�• ...�� 0 >,4iiiiilliiiiil � ■ �■ `-J _ ! + � I 5 '4 \ - MEADOW 5Q 253.0 G 57 �_ -�� I 2\ 6Z \ ti (r - 265 TRACT F 167 'N'L� TRACT E ` 1-'' '1 TRACT D 7 404 �l1■�� -�� \ N\ 1 mss= �� .`�.r !/��,�� 61 1. \ �.I 'jam 2.. 2652667 .a, mi-rail e. 265, va265 ,:264 = 263 Vb a�� I \ - -��'•_' --.,� �. - - Imo, 64 ; 1 - - - - - - - - - � / 111 �Lh� - - \ - - - ' r - -_ \ 164 _ - 7 -, C� ./ / \ 253.1 TW \ ts� 2.57.9 FG \ \ \\ �� - - r - - - ��= L 263 ----#- �264� ��-�+j o 0 0 0 0 CONSTRUCT STORM WATER 252.8 FG ® \ FOR ADDITIONAL WALL ELEVATIONS. SEE -w-� -�-��-�� ` �-�-�_�= =�-�c =�= -��- .�. .�. 3 ��Q .��.��.��.��.��.��. . .� .�-�-��w �� \ 258.0 TW \ \ � ' •�.�cov.coo.4...a...� Icor .•4.. .1-1-F _ �- � ZufZ� � Z Sal. �P � ..-_,_,..4.k� _2 I I I „�� t POND BERM PER DETAIL 555 -1 255.9 FGA1� %� L9-i; _ �� 1 WATER QUALITY POND OVERLOOK ��_�o�o�o b o1� �� ---- r 1 l ti _ LL o _ •��0�•T�o o ��--^261 --- -1 / '' f�•�■s��4'w - GRADING PLAN ENLARGMENT SHEET L3.02 `��,A .�x� J / 0��1��M �.Y� • SHEET D3.05, AND PER THE ^ 253.8 TWr'' . � o ` \ \ M w ^ - \ - '_ 2631 -,1.� 262 \ �� "' / a - \ )I I GEOTECHNICAL ENGINEERING 253.4 FG �./ \ \ \ \' 261' �, - t � I / n 60_ /� \ I ) donna! P REPORT RIVERSIDE AT - \ \ OVER EXCAVATE POND 12"AND FILL /-- ti _..� \ .� R( ' csa SCROLLS MEADOWS DATED 1 --•,., ) \_ _ WITH AMENDED SOIL PER "REMOVAL, �' _ 260 ^ ` _ _ r --- --- ! 16 J (� / 1 r `� + J "�: F u FEBRUARY 26, 2021. \ 252 \ 1 I 7.---- - _\ \ \ f- J J - \ \ r v�� ,-� J/ \ / ��G I NF�C.�/ STORING AND AMENDED SOILS FOR __ N - - ) J / / `1,b I � 261 / 84963PE I 7 - \ CAST IN PLACE RETAINING PLANTED AREAS" NOTE ON SHEET L4.03 -- 259 \ - -- �` - / i I s �Lqq- \ \Q o \ \ z ) WALLS ALONG MAINTENANCE ��1 ` � �---. 7 - �-�` - ��\ �~ ti. _�- I � �- �6� \� % �� / ` ` C / \ \// \ `-r \ ACCESS PATH TO FLOW `-- - `- - - - --`- --- 258 \\ ~ �- /� 160_ -•� '1 �� \ I t\ J � / // _ ( �I o OREGON ^' \ .24s- --- \ k \ SPREADER, SEE CONCRETE - "1 �- ^~ / \ / �/ �tib� ?,r! 11 \ / �h �� \ \- ,_25.7 \ 1 WALL DETAIL ON SHEET \ _ N - ` _ \\ 1 `,, '- ' D2.03ANDGRADING _-_ ^ \- /-�� - --- \_ `),5> \\ - _\"� �-- -259 - -\ \o \ \\ \\ // ) 1 q/C L3'�P E \ \ INFORMATION ON SHEET 311. - I ` s\ \-` - ^ // \ \ N - / r ✓ o \ ' .24-1- -�\ �!` \ \ -�� -\ 1 ' 7 ( r/ t -� \ - \\ \\ \��/ --15% -\ I \ ,� \ \ �\ �� _ EXPIRES: 12-31-24 �- \/ / �� \ 1 ^�� \N�/ter \ &N / r \\ I \ \\\\�. -�/ / / -�`�� / �\ `1.,-.7" t \�\_ �\ \� �I / \ il �\ /'/, „ `' v l r - ..__- -,.J/ `/I II N. 1 L. \ II GRADING _ 270 270 LEGEND PLAN Io STB OR BAKER REJECT ROCK - GRADING NOTES o WITH 20% FINES (MIN) 280 LOCK + LOAD RETAINING WALL TO BE BUILT PER 280 - - -187 - - - EX 2-FT CONTOUR GEOTECHNICAL SPECIFICATIONS IN "RETAINING WALL -185 - - EX 10 FT CONTOUR 1. FOR EROSION AND SEDIMENT CONTROL PLAN SEE n DESIGN AND CONSTRUCTION RECOMMENDATIONS ESC PLANS. o TOP OF 7' BERM. TOP OF WALL RIVERSIDE AT SCHOLLS MEADOWS" BY GEOPACIFIC. 187 FG 2-FT CONTOUR 0 260 ELEV=258' 260 GRADE AT SIDEWALK PROPOSED LOCK + LOAD WALL NOTES, THIS SHEET, AND LOCK + 2. REFER TO GEOTECHNICAL REPORT PREPARED BY 0 � -FINISH GRADE 270 VEHICLE FALL PROTECTION TO BE LOAD MSE RETAINING WALL TYPICAL CONSTRUCTION 270 185 FG 10-FT CONTOUR GEODESIGN INC. AND DATED FEBRUARY 26, 2021 7.01 TOP OF POND WATER DESIGN IN COORDINATION WITH DETAIL, SHEET D2.03. FOR ADDITIONAL STRUCTURAL AND COMPACTION 0 3.00' ELEV=256' _ CITY FTI RD AND REQUIREMENTS. _ - BOTTOM OF WALL GEOTECHNICAL ENGINEER PROPOSED RETAINING WALL w - -= BOTTOM OF POND GRADE AT FG OF POND 250 V ELEV=252' 250 NOTE DOES NOT SHOW WALL BURY 3. SEE WALL NOTES THIS SHEET FOR RETAINING EXISTING r- WALL INFORMATION. 3 3:1 SLOPE GRADE 260 - - 260 ABBREVIATION LEGEND: z 3' DEEP KEYWAY Pg) 0_ POND OUTFALL i Q 100' FLOW SPREADER FG = FINISH GRADE SURFACE CONSTRUCTION NOTES PACIFIC COMMUNITY DESIGN 0 240 240 TW = TOP OF WALL BASED ON OUR REVIEW THE GRADING PLANS ARE IN 7 0+75 1 +00 2+00 2+75 250 250 ACCORDANCE WITH OUR GEOTECHNICAL 12564 SW Main Street =- TOP OF SW = SIDEWALK RECOMMENDATIONS. ALL GRADING SHOULD Tigard, OR 97223 50 SECTION A-A 9+7510+00 11 +00 12+00 13+00 14+00 15+0015+25 SLOPE CONDUCTED AS DESCRIBED IN THE FEBRUARY 26, T 503-941-9484 SECTION B-B PA* SW 2021 GEOTECHNICAL REPORT FOR THE SITE. [ ] N HORIZ SCALE: 1" = 50', VERT SCALE: 1" = 10' 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 ="""""""""" WITH RETAINING WALL DESIGN MEMO FOR THE SITE. 1. WALL DESIGN PER GEOTECHNICAL MEMORANDUM CUT OR FILL SLOPE PROJECT NO.: 144-001 "RETAINING WALL DESIGN AND CONSTRUCTION BY: JAMES D. IMBRIE, G.E., C.E.G. Q RECOMMENDATIONS RIVERSIDE AT SCHOLLS PA* TOE OF TYPE: CONSTRUCTION Le MEADOWS DATED NOVEMBER 11, 2021". LOCK + I SLOPE REVIEWED BY: PRE FG I GEOPACIFIC ENGINEERING, INC. 0) LOAD RETAINING WALL DETAIL FROM REPORT - i SHOWN ON SHEET D2.03. i-11 i_�H11=111=111=1- H/2; 2' MIN. O o Et 20'MAX. 0 2. VEHICLE FALL PROTECTION TO BE DESIGNED BETWEEN BACK OF SIDEWALK AND TOP OF WALL. NATURAL OR 1 BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, SCALE o DESIGN TO BE COORDINATED WITH CITY OF FINISH GRADE AND SUB DRAIN ELEVATION ARE NOT SPECIFIED BY THESE TIGARD ENGINEERING AND GEOTECHNICAL H J * PERMIT AREA PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. ci) 50 0 25 5005 ENGINEER. CUT/FILL SLOPE DETAIL BOUNDARY 1 a 1 INCH = 50 FEET z R Riverside Homes 280 EXISTING GROUND I I I I 280 0 — — — — y— L.Li a 1ST SUBMITTAL: 9/13/2021 - LOTS 3-5 - LOT 24 w LOT 31 — — — — , LOT 38 > LOT 45 LOT 52 ,,, LOT 60 a LOT 67IY CL a > W 1 H 2ND SUBMITTAL: 1 /27/2022 J 2:1 1 -- ' > - - - _ o a 5:1 SLOPE W 3RD SUBMITTAL: 3/24/2022 270 > SLOPE � -��Z v^� _ - - - - - i - - - - - - - ._ _ - - ~ ,- . 270 = ^ — E - - _ — — - - - - - - - 4TH SUBMITTAL: 5/5/2022 ,I LOT 9 LOT 13 LOT 18 a �� /-8 5TH SUBMITTAL: 6/14/2022 N `n `n N w N ,, ce REVISIONS 260 \ - - - - - _ - \HNISHEDGRADE `" 260 - - - - - - - - - - - - - - - - - - - NO. DATE DESCRIPTION 250 I 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 5/10/2023 H SEE CROSS APPROVED CRAIG LARSON — LOTS 11-15 ''' ,,, SECTION A-A — LOTS 28-34 — —H `N_r ON SHEET 105 - - - W J - - W 260 \ \ - - - - - - - - - o FOR BERM 260 \ ,� `~^ 2:1 SLOPE - - - - - _ z DETAILS270 / 270 0 FINISHED GRADE w - -L.D _ _ 3:1 SLOPE / EXISTING GROUND z TRACT H , _ _ �� FINISHED GRADE 3 ,— RIVERSIDE EXISTING GROUND t^ 250 SEE SHEET 311 FOR SWALE 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 PRore,, F.�GIN4-4.4 / 84963PE 280 280 280 280 0''')REO 13 �O 0 — LOTS 56-63 — ,,, w - -< EXPIRES: 12-31-24 z LOT 72 o ce 270 J u 270 - TRACT E - — TRACT D_ Ln H � \ :4 2:1 SLOPE 270 EXISTING GROUND R. FINISHED GRADE ce H p 270 FINISHED GRADE z - - - - - - - - - _ _ _ —�. � — EXISTING GROUND — — — - - - — , // 260 260 - - - - - GRADING 1 +00 2+00 3+00 4+00 5+00 5+25 260 I 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 0 > 0 0 0 F Lu w 3 a a Q Pig) 9 PACIFIC COMMUNITY DESIGN o 0 12564 SW Main Street Tigard, OR 97223 0 [T] 503-941-9484 N [F] 503-941 -9485 r CD PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION CD o REVIEWED BY: PRE 0) i 2 0 0.0 0 0 v v ,(7. 1 06a z �� I �► �I A o wp. En X w�ix I tl x ��X d' ;��x ii N �X -�� D X IN X I [Q I X XII —. NX x t> , ��'1. N ,I 171 N N ox X Vo1X s r x N EX SSMH " X* ° X R� Ft�rrlde` Homes x 1.-1,...-24.11 XX EX SSMH X EX SSMH EX SSMH EX SSMH #SS06D078 I #SS06D085 #S 87 SSMH -II #SS06D082 iI11Ii �. #F1_� �MI #SS06D080 ■ •�I' ' , 0%0 L _ o O • o�-P" _ 1D �• \-o i1ST SUBMITTAL: 9/13/2021 All ° I l a0r�� •rim re �• H2 ` ■,"i I2ND SUBMITTAL: 1 /27/2022 SDMH 28 55 '' 56 3RD SUBMITTAL: 3/24/2022 SDMH �I� 27 ��• 41 �. 1u1 w x 5 #3B Iik 6 #4B \_ mmt— 1omo mem--' - a 4TH SUBMITTAL: 5/5/2022 �II �■�� ■��IIII� •I SDMH - I, SDMH .' w III �u �! ,z, z �� g H 78 I 0 Ilk 5TH SUBMITTAL: 6/14/2022 I �, SDMH ire 'MIN 7 N1�1I� �i a Ilii #5B w 1■■ii #6B #1Mr■■� 57 III x mi..'■■ice • •■lid 17 26 z �� 29 40 0 43 54 1� a o o SDMH 77 4 �I�� PUBLIC 14 I. I IP' z o N 58 w #8A w REVISIONS �- SDLN 3 PUBLIC PUBLIC ma o� µ I w II p SEE SHEET 305 SDLN 4 „ N 'l f I NO. DATE DESCRIPTION PUBLIC SSLN B 3 44 1 �- 76 >- SEE SHEET 306 N _ 30 N 53 N SSLN A LL, , 8 SEE SHEET 403 25 �_ I 39 I 59 I o SEE SHEET 401 I °- ■ice 18 PUBLIC ��•1 I PUBLIC ■_•I " PUBLIC I I z - 13 III I■ ■ gun 1 1._- SDLN 5I I. SDLN 308 i IUI I 60 N1� SDLN 8IviiQ /III I , �� SEE SHEET 307 SEE SHEET ■■I - o . SEE SHEET 310 75 I = PSDMH ii� ■ 0 II24 52fPUBLIC ■I� �, 45 1 LN F 31 38 III - SS2 319 PUBLIC PUBLIC SEE SHEET 407#3A SSMH I SDMH 0,,,.. SSLN D I SSLN E �I 61 111 74 PUBLIC 0 3 ■�Ai #B2 a _ I SEE SHEET 406 I 11,� SSLN A `" #4A 23 �.I_ SEE SHEET 405 1I i` ill iSEE SHEET 402 1 �• 10 PUBLIC � �■��' PUBLIC �II� 32 3746 I 51 62 II 73 I u .I III. SDLN 2 0 (I 20 :,.....7. -11 ■■vl�iilmo■ SDMH II SSMH v1 SEE SHEET 30411 �'il' SEE SHNETC404 I�• - PUBLIC , �� r#1L �I �■I�MI�M1 � II SDLN 1 r #F3• 22 _�o 3DM11 SSMHell 33 36 m 'I ■■t■ I 63�■i��_��a-�� I �• #1C DMH , I I B SEE SHEET 303 ■� ��WA I 47 50 111 I SW NORWAY LANE �,' EL ." ki■ a CIS r , �E TRACT A #C2 � #5A '-- SDMH SSMH �I ��Itt o. ��I,1 I♦ ■iiiri.i�l CI SDMH E . �1�1 ■II■ emir �D inz =... �m� O■ I SSMH limm MIME" #D2 #6A #E3 �..�� ■ZI�� W �� _ SDMH -� �' — -- i -- ■ _ �I��-! #1 D 21 'I O1 3 5 opiIr 48 49 mill ail. � ■�■ ■� SDMH �• #2B - �'�ri�� -' 34 SSMH SDMH I 1 SSMH .,: �� SDMH I 1 0 �■ #F4 I #2D SDMH �. <. i, t CD - #G1 PUBLIC #7A I AS—BUILT SSMH SDMH \so #1F� - I I SDLN 7 li I #2C II �� 7071 #A2 #2A SDMH SSMH /'' 65 66 SEE SHEET 309 - I / 64 I DATE 5/10/2023 I #A3 #1A PUBLIC / _ SV�7`GRAND STREET _ — — _ SDMH 67 68 69 PUBLIC I TRACT H SDLN 1 / —AirsD ��■ PUBLIC I14PPR0V® CRAIG CARSON i�—IrSD SD sDJ #1 K SSLN F1110 SDMH SEE SHEET 301 / • ISI �y a $ �=;� �I\ SSLN FSEE SHEET 408__ _ — - SDMH ■IIS -SDMH - - \ �■ EOM II ■ SEE SHEET 408 ■ ■_ _ - \ _ _ ■_ #1BSDMH ��■■■��1 i SDMH— - - - �� / [SDMH ■■■■■■■■ ■ ■ X11■11■■■■■■■■■■■■■■■■■■■ -- _ Cr.; TRACT G SDMH_��1��■■ii■�■ m� #1G 1 H �� #1I_. TRACT E #1J r� ACT D ��■■ ■ ■w��n�■u■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ #9B #1E __ �n�� TRACT F ��► ■siiiiii0� •._.i ■■■■ -- RIVERSIDE PUBLIC - SD SD -- L��0� 'fir _: SDLN 1 �_ SDMHIIIIIIMENIMILM\ SEE SHEET 302 #9A AT SCHOLLS 7- 1 1 1 MEADOW c�GINF\/C� 84963PE\\ LEGEND EASEMENT LINES EX TELEPHONE LINE PROPOSED FIRE HYDRANT GENERAL NOTES: � GON SS PROPOSED SANITARY SEWER O• PROPOSED SANITARY MANHOLE EX FIRE HYDRANT o `L� 1. SANITARY SEWER TO BE 8" IN DIAMETER. C,1<j 6 13, EX SANITARY SEWER EX SANITARY MANHOLE ® PROPOSED WATER METER -1/ SD PROPOSED STORM DRAIN • PROPOSED SANITARY CLEANOUT ® EX WATER METER 2. WATER LINES TO BE 8" IN DIAMETER. G LP XSD — EX STORM DRAIN EX SANITARY CLEANOUT ® PROPOSED WATER VALVE EXPIRES: 12-31-24 W PROPOSED WATER LINE • PROPOSED STORM MANHOLE s EX WATER VALVE XW EX WATER LINE EX STORM MANHOLE N PROPOSED BLOW-OFF XG EX GAS LINE ■ PROPOSED CATCH BASIN EX BLOW-OFF XE EX BURIED POWER LINE EX CATCH BASIN CI PROPOSED AIR RELEASE VALVE XOH EX OVERHEAD POWER LINE 0 PROPOSED STORM CLEANOUT EX AIR RELEASE VALVE XOOM EX CABLE TV LINE EX STORM CLEANOUT 1 PROPOSED THRUST BLOCK COMPOSITE UTILITY PLAN U E a O V a N O N O T O O I- W W S N 0) 3 a Priii, PACIFIC COMMUNITY DESIGN 0 U 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 N PROJECT NO.: 144-001 Q Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE a C 2 0 O O SCALE 1 0 7 50 0 25 50 4 i a 1 INCH = 50 FEET z x ..Ar '11. At 4i. . '-AlIV . _, . .).' ':1 . x • • x ° :. •- . .. . AI feinigiiiiimmisIo. * li*I. , ° • .°. 1 lil # a 4�I li! . . . . •'il� . . • t u it •v I \ iso ° � � 1wersideHornes \1 . fi il . • . . . .. %N. x . .. • . ,51 • , •• II Ii . . .• : . . . . • 1ST SUBMITTAL: 9/13/2021 l' 2ND SUBMITTAL: 1 /27/2022 x. 111 �I, 4I li * : 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 \ • • ^ A.-- j - it- t.,: ''----------1-4 -►p;�pti0�;0�;�;�;�;��;0 5TH SUBMITTAL: 6/14/2022 � _ - 7 ►.. _. . ,.... ..,..., REVISIONS ._ ., _ _ '' ,-..0:..-__ _ , ..ttt, ` � NO. DATE DESCRIPTION Prilf iii :;� 1 ,0.0 .: IOt , _. •�`r�-41\: '%� /silk, \�� :: , ,,,.,...:4 i\1 �I'�F �I�_ irl � _ = v : :, . ifs n Q a 7 :::::::::•:11: 11-..-- %o rw �i �.., �lyl, il`� / nc a�t'i/ �. gi,� = . ,.: vim ivyJX: e . :°,:: o r / ( I / o,�. of J ��/` %ll pt,t,, • a Qi.v TREE STAND 1 I �' %� • �� o f o,„ v, AREA - 124,825 SF �711F�%911 �� _ i�.vgk ► v, : a �� TREE STAND 4i 10 ��\� °� 'y * * �. AREA = 11,477 SF ,ww‘' ', • MAPPED SIGNIFICANT j a;oDv. .. ...,. • \•' V * -:' 1 ikt ''* % % � '>�► — 1 IP EEE GROV +.�\ `mss' c;' e o �B`/! �,�, i�� — 1Imo; ' HABITAT <o �'U) :I�.: MI I LOWER VALUE �\ /�64t ,, „,,,,. , * ::��.�„ °. AREA = 302,977 SF )� �� - _ 1 _ 1 � �,i A • �*ice_ _ ' ''��r�-:;;:= I `� � �P�o /� �� SEE SHEET 17.3 ; � �� I��/'A, . - ...I�,.. %� e ___ _ ,__ — �. `SEE SHEET 17.4 gatI''. I i „,,,4 ,..„,,, // _ , �.. tom. 4.1 % - �,.. 711,1:41:1r1:1:,(11,,_ , ',,- ,) ,,, :- # AS BUILT TREE STAND 2 -„ �� ,�Il - �IlI � v.. - : � pq 5/10/2023 _ . �� " ' Z\Iii AREA - 68,010 SF o 0 0 ______ „:...,..- - - _ _l- ..AI, �hI 1 V `- --- ___ ° - A ati �I ><�I _ 1y I �, APPROVED CRAIG CARSON �� — — a fir,,, )0 _ _ , .. _ ... .>.....>.00::o v 0 ► �� z SEE SHEET 17.so _2 / , _ _ -- �� a ''0rik — a _ �� ,�I, r ate. 40 I 'li�F W a a �'��-�+ �� II;� �C'�,, ��,, »=�1_l�l • i. I TREE STAND 3 d �i� - "� - �V> w a _ �� .. �� _ _ AREA - 14,680 SF a �uKs q jr - -- -- - - - -- RIVERSIDE F 44 4 _ 1411i II - e !�'�' as•. ' i.t,'- ---- ''. = --4a; s --1,.. --. 1 I:1/,' AT SCROLLS 411* f.1.4\ AP 77., \ . I . ) fel 1 I !evk ,... ..... Jot. ,-.., MEADOW � -� VA1 '� -.c w ” fir in _ a�_� �� /�� /ii�� • /ICS. �� \"--.W.-:,;‘. :�I I��• I ■ ♦ Y EA D O � Qa �� • �� --.1 �� l.a� � �...�� Y�A �� 1 ;1 4. �11i� �lf��V� I ...„--;,A4-,.....".. „,,41 -1_004 _---43.3/4-4..._,• .��i '�.= Itt `�'�,,� =L� e.�.'.`•`.':�1� i1 ;I / 14' alo. '1J A��i.:., ' V��I[.[rK\ �� l��/- ��.n. ,40.4.-.1--- .. r�� -�.ljr,� (��1 �. _A _ %I►\_ 4'`ay`., � :� - - - - -- ' -i,•,_ -,,,..--,,,w--,,,..7,...7,11.or,*•..,*•w-i.at*jriii 41 Cr, • - -7- -�_v�'—�—�,I/tV �4�� mgpm.•�-• •~+• •o-wao'w.•Iwowo IwoIo o I.YI�II�I�I�.�-�-�-l-l-• l 1"q � �"' 1144'44 i��frh� � •/I�` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • LI _L -•,dpfdp.o. X J PROFF 84963PE‘� LEGEND o OREGON , 99 DECIDUOUS eh 13, CONIFEROUS EXPIRES: 12-31-24 AA )( - EXISTING TREE TO BE REMOVED (�( " / DRIPLINE OF EXISTING TREE OUTSIDE OF ``�t�s' ) ` STAND BOUNDARIES TREE PROTECTION FENCING TREE PER DTL 1, SHEET 17.1 TREE PROTECTION SPECIFICATIONS 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT PRESERVATION 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 E SHALL BE INSTALLED AT A MINIMUM 26-FOOT RADIUS FROM THE PROTECTED TREE PRIOR FENCE SHALL IDEALLY BE MAPPED SIGNIFICANT TREE GROVE TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD REPAIR UNTIL WORK ISLOCATED AT THE OUTER o COMPLETED IN THIS AREA. PERIMETER OF THE CRITICAL M . . . Nor TREE STAND 2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL ROOT ZONE. SEE TREE 0 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER .16 DRIP LINE PROTECTION PLAN THIS P LOWER VALUE HABITAT STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE SHEET >- \ Ifiii INSTALLED AT THE EDGE OF THE TPZ. 2 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS 8' II::r 410, 1::11 METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. I TYP 4. TREE REMOVAL. TREES IDENTIFIED FOR REMOVAL THAT ARE LOCATED ON PROPERTY n ♦.♦:♦♦♦.,n.♦♦..n.♦♦♦,n.; N BOUNDARIES AND OFF-SITE IMMEDIATELY ADJACENT TO THE PROJECT SITE SHALL NOT BE �i�i�i�i►i�i�i�i�i!�•i��i�ii�i�ii�i�i ••••�►••••I,1��••••►••A,•.• °' REMOVED WITHOUT THE ADJACENT PROPERTY OWNER'S PRIOR WRITTEN AUTHORIZATION. �� I, 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 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 N 5. TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE 109} (NOT TO SCALE) [F] 503-941 -9485 t MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE _c 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 ISA 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. 0 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 o PLANTED IN ACCORDANCE WITH THE APPROVED TREE CANOPY SITE PLAN. [E] MORGAN C? M HOLEN.COM m a 1 INCH = 50 FEET z v ♦♦♦♦♦* ° , a ° 71610 '♦-♦-♦ ,' ° // \\ —0 0 0 0 I . ♦♦/ ° ,I II■ I -- - ' !■ I ____i� _ _ - _. vv. IF •vv ______- , 71616 , Ir'vvv' 70930 I p p , ° / , 1.111� s \ 264 411470410, • v • / • v��„��i. �/ \I\ • ° ♦ I / — \\ •v v�, it `ib• v°• \ R Riverside Homes /Ik11/:� / I -471619 ' i �I 7( \ \ ,A471613 ,��Ir*,,14:1114:17-1605; = .71607 / I>' • v• 1 / vv ' D:I •� D o- \ 1v v I \ • v •D D �� pI D D i p •I / v p D D I ADD v• I . .� — ) _ \ _I D ° \ D I Dx ` „� : =71617 � '471618 ' '' \ / / \ vv DDI . D.vv- 71 09 �`��\\ ��I w- \ / / \ ,v •DD. . D.vv 1ST SUBMITTAL: 9/13/2021 \ '` : 1601 \ , vv \� � _ i `\,� 31 ° • 'I IOW =71614 �. i I _- v • . . 2ND SUBMITTAL: 1 /27/2022 ' kr I 3RD SUBMITTAL: 3/24/2022 730002 �i/'' . `/ 71603' =,:` .%•71604 \ i�` -.-.171615 II= 171611 - �\II , -_ ':'� D' v . -�� lr'- ' '' �; - I D v v / i v I(/ ��/�'v;' ,��71602 j I DD' v -I / \ Ivv 4 ; p . 4TH SUBMITTAL: 5/5/2022 ��A0', it 7 DDvv \ / v . ,11 IL ` . X71612 f'� j� \ Dp • \ / \ ! DDvv I / I p°. DDI DD . v - D D 5TH SUBMITTAL: 6/14/2022 x 71606 °•v� , -I * i. DD' v_. \ \ /// =709321 v DDII DD;oo v v I LEGEND D Ir .•v - _ _ _ \ / vv DD[ DD REVISIONS vv \ / v . ` , vvl - . 1 v v _ ---/ •v°' { I; �'°' DECIDUOUS v v v v NO. DATE DESCRIPTION . v - v p p p - p . V ilra • • I v v -o I Ivo o, CONIFEROUS 71600�� • ° I .,)� ��FFA v° Ivv r ,262 .� �� p 1 0°I 11:4„'S EXISTING TREE TO BE REMOVED tilh. i�� ' D'- p -v _',4 v I / (.4( I\ DRIPLINE OF EXISTING TREE OUTSIDE OF —� 71599 . D. vv°, - ° vv �\ / . i �� to E • v ' D D !�"�' ` STAND BOUNDARIES .- vt vv D ID - v . � /, •vv ° `' D' IDD v ° I 11/II I Li>. °•'I I D. IDD• ° • 0 ��'�•' - v V' D . i D D,°v°, TREE PROTECTION FENCING x : I I I - ` I"° '' D � ADD v• PERDTL1, SHEET17.1 I/ D I 0 vv i \ • v •4l i vv g , r.y , \ vv I�I Imo- -v v 70824 TREE NUMBER •• v • / \ vv �I ° I�• v°.I I ,470933I I vvvD D'I !• D D v• MAPPED SIGNIFICANT TREE GROVE \ ° • vv D • I• DDvv I D I D' ° 111111111 I I,° 'v o I \\ // I'v o D D I D D . . . . . 1 TREE STAND / =71596 ° - \ / vv �� • DD° ° 71597 a : ° p — - AS—BUILT V +�444,, D v • vvv 1IIV °•I 10�� I D :7v 71595 ° IDD v°• v v� °- 'I��7 IDD ov• v - p DATE 5/10/2023 r` I _ IDD vvv" o°_ APPROVED CRAIG LARSON .71594 / I ` \\ IDD v - • - ->I L71593 / = •D I I �. D !0. I0. °v_ �, �: �i / I ° \ \ Iii' AAl I I v . D D ! . D .v v / a \ v p D> 1 , D, v vi I v D � = = ° I , _ _ a -. , .,„, — ' ° � 70936 1 v v� .o° r----------- _ • , .o. 1I ° ' R - verside Homes v . _ vv \ V V 1 I vv , vv v . v v->I I ' v ■ , •' v ' �/ v v / ° _ I 70704 I ' — ' ' D . 1. v I 70709 'I i/ vv DPI DD °°I• �♦ Iwv�DD .I pp*, 70699. �• DD' ° �� v •DD.I �rI ��,I/ I. D , °- �� , `A D 470701 1ST SUBMITTAL: 9/13/2021 • v l'%' ! b� D D. p°, _// � _70706�� ...„4„,4,,,,,it,"7 �.� �� ti �• ° v v 44470.011‘� �� 707 .-� 70702 �,'0700 2ND SUBMITTAL: 1 /27/2022 w' P • v , /� 7��'� 1 � � 3RD SUBMITTAL: 3/24/2022 °v° 4 _ :,►et• ► g oto..., je,Z07ivovvo 70707 70703'. ` r_ 4TH SUBMITTAL: 5/5/2022 vv�; { �� " � j111 • ° 0. 1 v• . DDI h vv, � 4.71°A 70711 �� 5TH SUBMITTAL: 6/14/2022 °� DDI . � rvvl � Alk1414. ��J�� v v D Di ' D' v v j 7070844 ��7071070729�' ,70712 REVISION S • v , DSI ' D'. v .� ::+4;-111,LAkilitivIwAl. "• ° ' � '' ° • TREE STAND 1 ��, 70730o° D D•v v7073. 70731 \\� NO. DATEDESCRIPTION v vh• v • AREA = 124,825 SFI ; =70728 vv . ° , ° � v v v v 70732 • v . ■ 70734 X11\ 70735 0 V v°• , 0°, = 70753 t 70752 70750.:7 °� - v 07 Appli '',,.- • v . vv ° °�� o v v . ° . 70751 4��4 1 70758 ° D D ti !I ' ° - �/ \ v v i" ,�� 7075�� Al.-- v v. =70755 ' v .. D D I. 1>i,'v v # \\0 A\* °° 70754 �I�� D �°�� I1p�v. � �A\0A\ •ovX70769 70757�w o D I D D w v MAPPED SIGNIFICANT TREE GROVE \\ - v I D D 7.---4Y0768 ° _. �0 (1 V° I I �AvOI•°° t> i�� "V °'� . . vDD I D vv vIDD . v , /i — � \ v. IDD vv I ■ ♦\ loup.1 a _ . I .v.�� i� °V° 70770 I D ° / •o°- ��• °_ ■ '70771 ;70772 �\1 vv DD . IDD . v . I • �� 70826 vv D D. IDD v v I =70789 VDD D v ' v v D D d I 0.1>i> v v 1 ■ • 70793 17 . D►,\ D D'o G 70773 v v �I _ D D. ° , I . ;70792 D ► 70790 pD° v D ,:71: D � • D.7o8o3AS-BUILT o ;:�'• v ■ ' �71iii'•�o v •o �� DATA 5/10/2023• v . ° , • • 70804°° °° 0. '70791 �� ' APPFIO� CRAIG LARSON V V � �� ► • ---.1/47 0794 NV .70801 v LEGEND 'I• • ° . - si 111:70795 • ° ' 70800 ° v v Doi I ��! 70797 1,7: 1 tts' DECIDUOUS IIII • v , D D 1 °.I =70796 X „_� , 70802 vv DDI ' D' v v /1� ,7 •9• • ° . D D i ' D'• v • 70500 I CONIFEROUSpv v D .v ° �:70512 70511 �� 510 �� 70507R VERS DE . v , DDi • ' Di ° ' v � � � � I � I � � � � � � � � � I � I � � � � � � � � � I � I � � � X EXISTING TREE TO BE REMOVED o°,�� ova\* ,„....0,_ �� 70509 70508 i� �_ it wv,�C t ° \ ` N1 70514 70515 _;70516 / D 1D 1 S �- �- AT S C H O L L S ° ' . ' o I 70541 -70539 -70538 -70537 7053670�30519 70520 70502 ° °X170474 I ) DRIPLINE OF EXISTING TREE OUTSIDE OFvvDI ' 70540 ��\! 70534 70517 �11�� ' 70521 � / `s— / STANDBOUNDARIESMEADOW, °`.I70533 �\ , D •vv70529/ '� TREE PROTECTION FENCING • ° D D .4 / lf,k4 � =70535 �A70530 �° '91 �*� �� =70501 v v• D D D D,vv _M 1�� /�� c) ♦ v v [ 70525 • ° '• D DDS v - = � = vv 1,PERDTL SHEET 17.1 v v '�1 D D0. w v yq� ;70543 ,0544 �� 70527 v v ,� 0 ° � D D' ) ,'• `�t' � 1 70548 t `�0531 \��F`70528 v v 70524 70522 70503 ° °• I I�°v I \70547 '70551 70532 �� 1� 70526 \1I, 70824 TREE NUMBER v v ` ° 70545 �� :700554768 �� \��/ �� 70550 ?70556 70560 /p +� �� ;70504 '� �� 1T/��\1 `�� 1114, 7\ / ��70555 J �1 70558 ;70562 70523 ms EM I MAPPED SIGNIFICANT TREE GROVE ° D ► ��,,.70581 A1I��111 /I1�� Z 1h��/� ' 'v ��.%1/ ,_ i �.v v D I� =70579 :�� /ii ��N��i�jry �➢ PR(E'5, • ' • 7.:i,) 7 ��% 70554 AL.' �i C 70561' . / TREE STANDv D ' 70583 _:70575 70549 70552 �� I v v . D. • � =70580 �� 'DX170505 _ (4131916N34. �GINE�.�°° 70587 70582 70570 70557 ` Dv vD D . , rte- =70585 ii �� 70574 , V 70559 70568 84963PE 70584 Z u �� 70577 '70564 D �{� D 14;g:7:0587 70586wil 70589 �w• 70572 4 70571 1:70566 *.1 C" lJ ct eJwi-- ° o o�! 11 1 D' - - 70590 70576 _ ':70569 K D D' w A 70588 70611 70610' =70567 °° o„ OREGON 4 , ' v 0 iw-' 70612 sir/j _ �, 70609 70604 -170565 1 Q O °° 70615 'wr ,70620 70605 / 170563 - ' 1 C,�j oh 13, 9' ■ �� =7061 L/ No 70608 '70607 Z f 70603 70600 ��70506 / a. ' =70614 — {11� 1` �'70606 70602 i °70591 70599 ( '9 i 70592 . C G L. kfiLj =70616 *,„_....._,,7:06,21i�f,� 7598 40071000' 70660 Or 70' 4��_ ��,, ! �' 70593® ° �I Ni =70662 X70619 �70622 �� 060 '�� ` �� 70597 70595 aEXPIRES: 12-31-24 :70661, .e►•� + 70596a\ ' 170657 1� 11 70623 =70624 70625 70627 �� 70594 \71046`�� 8 • �� I �� VAk 065170654 ' ��°�� ,r- a a ' ��,,,71004 70658 70653 � ,V41117643 ��:70630 N �i 70659 70629 a ` ° �4 71002_ Nrr �� 70�651 70649 �� 7�� P70640 _iI►� a C ° 4 ° �� :71003 \��/� 1irri�1 , \V�i 626 70638 A _ a �� 70634 . ' , r _ 11.1 70656 5 � /I � 70648 424 - �r 706314k ♦ ' 71070652 �. �� 70- 70650 70647�� 70628 ('70641 635 %/� I . • 0-. TRE E D D �, :; 70646 v 70633 �� „ ,, , I 70637 �� 70639 �p636 PRESERVATION 268 i 71005 X68 �� • 71043 •el0 '� 471035 PLAN or $ , , ,, ,_ 4 --7-- _ , , \ 70907 v •• , \ •� 0 N �� \ ''' \ •'/ ,_ 71017 o" 71 42 1041 �`` 71007 ��- _ _ _ **A „ 0 N 4 4 ° i 0 44 ° 4 4 d n °°Q 2 °°a --________________ — *° �� A1�7�� _ - a —ok.N..,..,-,7„:1„_ .71020 — 710404 ° 44 ° 4 � 71006 �� :�.�' ' 1015 A� 710332 ■ III . 1 , 1 . 11 . 11 . 1 . 11 • 11a Ii 1° ' • 1II1 ° 71057 H • I • I� _ 71008 ” . 71021X71029 � . ° �� 1018 #1... 1028,111114*-' 71034 °' `'_ �� 70906 w 70828 4° ' °°' i �� NA � �_ a s I � ;z 71014 _ lr _ .�. 101/ Ao � , .�lt T N a ° �, ,� _ a 171019 - d a -/P� - 71025 _'f'I�:� A-10,• *— ,. •,oA�r",,- ' 60 '1.,117 022 X11 I,� ` ,;� rlh '' 70829 171065 ,,k,=.4_71056 71051 �$ =71009 ° a �� ,� 7 71030 I ��►�l��j 71� F!..............,€) z� 70827 71058 av - 7103. /41I'3 3 70831 �� Mil • l�i�i 71023 'fd� �� A' _.7��111f_�1� Z��C/71062 ,� ' 71010 //�� `' "`� PACIFIC COMMUNITY DESIGN #►�_ ..l� . 71053 9 �� 11�� t it•-- ",i,'''4.'4';/ p -A A \ / 71061 Auk., bdit dike -rwAllrw ..ar NA 0�. _ *.� `n\\ma%�� mi�- rl �. \ 1f * _ �� !It 11 �. -n "—l'I 'i .5' •� r Al 1/ n 7 if 0, . i -AlII I \. - T-` -_.T I 1 '-f .� �� '� s�L ,!►X11 a < Vi .i r v/. r ('� �"'7 i t / o �— _, 71066= /r/►� - - ` . s� '�y� „A 12564 SW Main Street .. '1; ,71054 �, X71050 �+ ��11�� r�` `+r i i !�� c6Ai6i :r� 71013 X71024 X71032 71037 Tigard, �R 97223 � � : —� _ 1 71012 [T] 503-OR97 84 7106 71060” >`��1� l 71055 /''\ 4'\`' „ , 70830 , 71059 71052 [F] 503-941 -9485 �� c. c. o0A1c uouc 000u'o5j.LC71700007 I oö'äö_ 2 / / j 0 0 0O0O0O � Oo 0--- �_�,_�_�_�_ ��—�� 1 1 �� - - — ��O o O L PROJECT NO.: 144-001 D — Q TYPE: CONSTRUCTION 0 REVIEWED BY: PRE 0) 2 0 9 Lo SCALE 20 0 10 20 7 .o a 1 INCH = 20 FEET Z v vP tr ii,, ' v . ill , v • vv / \ o • o♦ 089 . ,■ ° • ; 71070 71071 °° ♦� R Riverside Homes , • .70697vv \ _ , \ vv t' .70694♦4`, 70684 70683 ■ ' Ivv p p.I N / •�I Vi �`1rNV%!.'a� �� - v v p p 'I �;il�j,r v o�X71085 71086 +71088 70692 (', v v p I ��// d1� 5�70691 ;70687 v v p p�I >> 71074 v �c��''% �� G ��-��170693 ,k - v pp I • ' v v �� 1ST SUBMITTAL: 9/13/2021 jam ' � I =706951 1- OW ) • _ • ° • 70685 v v At MAUL, k� 70716 =70686 . v im; v v v v +y►, 2ND SUBMITTAL: 1 /27/2022 ��70696' \ +i\ , \JL'_._ _� //�� 70688 v v I , VV VV 71090 70698 �� al • ° • ° ° v° 71087 3RD SUBMITTAL: 3/24/2022 707, 15 70717 ��ref Of° °. 71073 75 w 71084 4TH SUBMITTAL: 5/5/2022 L � 1&',Ki11\ /_��:".A 70718 70689 v v �� v4 v v 70714 ��`��1 ♦ ° 'p p ! °°°• ♦o o 5TH SUBMITTAL: 6/14/2022 ;`\��i . I. v ,ppl 168 ,- 70723 -.70724 �1�,� �� v v p a i v ♦ V v vy REVISIONS 70727 �' I 70721 IF Alp 70719 • . v , p p I v v • ° �� k4(44,41 �� Jr vv >1). 1 v° ° v v° ♦ v . ��70726 70725 70722 �� !��'�� v v PCI jOill 7 NO. DATE DESCRIPTION 707377074070720 � 71076 vv x71092 1091 vv0736 011170739 � �� r G -- -� 742' vv 70748 1 70745 1I 70741 vvvv V \70746 70744 1 70743 j vvv °°° �� // �\ \ vvvv, 4 v • / \ \ 70760 • �� ,•v p p - , • v • 4117‘�� :70763 �j vv . Dp vvmm m - , 710:71'mmmmimmso = ismmmmm = � mm mmNI 70759 ��1 ?70764 � v •. 1 p ° v V.70767 70761 70762 p ° , • v , , v�0�� j vv ' pp vv vv "471093 70766 =70765 v p P� • • ° ' ' ° • �� vv I vv ' 14. 70777 - 70778 70779 .'� a ry v . \\ v vV \\ // 1� IIII//// 1 .�I , ° , � / �1 70775 �� 31 �� .. p . v v \ , wvv♦ N / 1730004 \�/ 70780 70924 •; p: , �1 / r v • \ ° . ,� _ _ i �� 1 \ 70774 <70776 l / vw X11;70925 70921 °�• ; p; , ,,o v v ° / TREE STAND 4 !�� ♦ v N \ v v �1 ��:70785 '�� v _ : ' I 1 v • - - - AREA = 11 477 SF 70781 ��,I �P �� ° ♦ X711 1- (vy t , v v 470788 707870 ?70920 ►. - �\ ��%70786 � �� 71094 :v `1 =70784 70783 70782 70923 70922 i v v• ��-BUILT i 708 _ 70806 v v v _ _ \ / 70809 , , _.�r�- �� Oji • �• -- , 4 \\ v s7 , // vv,o \ DATE 5/10/2023 70815 ` =70918 =709111q� /70926 , ° a \ vvv // • vv \ CRAIG LARSON 70808 70810 ;70812 C ;70814 70816 70818 t` 4 \ v • v v \ I LEGEND 70819 v v / • v =70807 '70916 Imo- v \ ��t DECIDUOUS 70811 70813 v v di I ' v v vC 95 70456 70822 =70821 :70820 • ° v v I •o 70441 ov p I $ ., v v . v I CONIFEROUS vv vv RIVERSIDE 70469 70467 7 • r. I \ �� A11/�0466 S 70454 70447 4 70445 i� / `� � $ d 268 V \ w� // I 70440 I X EXISTING TREE TO BE REMOVED 70468 /� �' ��;70463 =70461 70455 ��1►. �� ' v . .�°• i/ '� 11 vm irfWwr - �I ♦ IF i AT SCROLLS 70470 70465 70464 70450 `� , - =70442 •o-AM! ' v v o o / / DRIPLINE OF EXISTING TREE OUTSIDE OF !i;��o ary 70460 70459 i� v p i ° ' v ) V STAND BOUNDARIES 70473 q0472 -70471 70451 70449 ��■� v v p • v V V / / ' 70458 70446 70444 , v • p�! . . , v • 3110: MEADOW /11\ 70462 �� •��rr70457 • ' p rp v v 0 •� TREE PROTECTION FENCING 70915 70496 `� °70452 =70448 =70443 Imo♦%1,414 PER DTL 1, SHEET 17.1 �,_`\`, --70438 .1 0 70495 70475 70453 y, =!,� \�i- - 70824 70497 70424 �I 70425 i vvvvvvvvvvvvvvvvvvvvvv • 4,' vv • vvvvvv vvvv vvvvvvvvvvvvvvvvv v TREE NUMBER A 70426 '1I�, =70376 x:70439 f. • I` vvvvvvvvvvvvvvvvvvvvvvvvvvvv • _� • vv °vv ° v°vv °vvvv° — 70494 70914 70912 �ill� il1. �� ,70399 ��O 82 �y �/l�\ v vis N11�70498 + -70398 �r x70381 \ 7�� v v I�!■ = I ' m MAPPED SIGNIFICANT TREE GROVE 11 70476 70427 70423 1�� 170375 v v, ' . n� r�71049 70400 4 �� v v p pi■ '1-(3‘2) I P� 70397 =70383 v .' p i■ I ■ ■ ■ ■ ■ TREE STAND l� le/11\�du .4, -. 70493 .I._ *� Ac-��70379 ;�■ I �� I N �"� ■`ymi Wilk 70422 �IJA1/47,3 70384 0385 70373 n� _ _ ^J �� FFA 70913 70499 1 �1 70378 70372 Ivvvvvvvvvvvvvvvvvvvvv vvv vvvv • vvvvvvvvvvv. .,,;,04., .4 ° vv � � vvvvvvvvvvvvvvvvvvvvvvvvvvv • � v� 84963PE a 71048 70428 70429 Air .°~ ,�- 70384,713379 ,A, IV" vvvvvvvvvvvvvvvvvvvvvwv„. , vv • vvvvvvvvvv 'oo v`'�'vvvvvvvvvvvvvvvvv 'vvvvvvv • v 7v �, 70900 70477 \p0401 70396 =70374 � � 4�� -,- - © v v v v v _ a eJ�i---� API 70911 _70421 x 1170371 ti� o OREGON T 70402 �� 0,, 0003 �� O 71047 11 .��/J70901 70380. _7049270430 .'';70386 i/� ; C,�q 13, V� 70404 70395 �'`� 70329 1.Ik �P ' �e. =71045 70910 �� 70478� =70387 4\ A / , ; ia �, 70420 AL '70330A� _. I , EXPIRES: 12-31-24 70490 =.70394 f" = -4 70328 TREE STAND 3 70419 - 70393 / I 70491 70431 / ;� AREA = 14,680 SF 70902 _ _70479 _ `/, 70336 -.70335 1044 ��'Fr \\ 70405 �1P� - - �ii1\ ♦ 1 ti� =7.0488 i ?70392 .�.70334 70332 70432 4'A4,101,,... '�� ., �`""� I�� \� �A �> =70909 70489 70433 `70418 SOF 70333'� (` _70331 / 70324 1I AFfil I� 70321 _ _ ��ili� A 70417 70338 %tv, 70480 70434 �� AI 70318 FOLA �11/_ v I MI MN 0. J 70908 70903 Y/If►` 70391 /70337 k.. 1.1 Ea ai in nil - I TREE .�►. 7 70339 rl 70322 4 470327 all 70435 704IF 16 ��\ �►r/.,��Z 70320 "��► • tiyb 70389 u� � PRESERVATION 70487 ��0481 1V w 70 70317 70319 �i 70414 fit► �I4 �� ?70340�1�' V,!_S 7 * r 70408 1 d �_-d►� i �70483� 70484 70415 70407 70390 1\iI�,1 V 70326 v 70482 703141 70325 70355 70368 70369 PLAN 70354 / a '� 4 + lk�� )I",,,, I. 70315 �� 70365 �� 370 v �� 70413 70313 70323 70358 70362 0363 s VAIN "�1 70316 70360 a 70356 70357 '70411 illI o „, 7043 ` - - - a 703 703534k . ? 36.041'-.40,1- 703674 I 70409 - 4 70341\ 703594 i. i 11 �� 4 ci LV 4i /�.i►� —� it OF ►1` ��' 4 70905 70485 �� ■ i'' �� Idiyy *iNP -70347 70361 7 ;70309 70308 70486 '70437 11:1\ �, 4,70342 / 0351 70311 _ r 70904 �� a 70410 - �� 70344�� 70349 =70352 lik",„A 70388 ��A �' �P� �� 70310_ - =70307 LU �� A a 70312 X01�♦ 70345 .70346 .70348 �� 764 �� — i '� \ �� 11� 70306` °� � Aillfa. =70305 3 71696 70929 70302 X70343 70304 S 117"11111100.11.111:11)� LL, '� ,t r"r!�� J 70927 � �' - - - �T - - r■1111 �� PACIFIC COMMUNITY DESIGN !,---- / 0 71697 70928 / ��70303 — I 12564 SW Main Street , " IllkM '--d liOg-l-iaAmlih eiiitlidit Tigard, OR 97223 — _ i _ � _ v _ w VW — W . VW1MrgIPOP � o0oI0000C T 503-941-9484 - 0 0 0 0 0 o c o 0 0 ri 0 0 0 0 0 [ ] _ 7- w- �-�.��.1. �-�-�-�- [F] 503-941 -9485 8 0 0 0 �� O� O� O� O� 0... 0 0 0 0 0 O, �_ • • o• ♦ oOcOcOciO .' ,<, �- - PROJECT NO.: 144-001 Qfib > O TYPE: CONSTRUCTION Lc) /� - - REVIEWED BY: PRE 0) C 2 0 0 g SCALE I 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 Conds Pres6 Comments Treatment Stand Tree Species Common of 2nd Avg DBH 2 Avg Cond 2 Preservation Canopy Preserved 708261 N/A !red alder 1Alnus rubra 1 121 151 0 N 1 11 1 Dead top Remove P 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 Codominant 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 11,477 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 theTigard Urban Forestry Manual: 71583 N/A sweet cherry Prunus avium 9 13 0 N 2 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 >1 scaffold Infested major conks and cavities 71618 N/A Douglas-fir Pseudotsuga menziesii 18 14 0 N 2 2 epicormic sprouts 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 5/10/2023 Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: DATE 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 at 4.5-feet abovetheground 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 other factors 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 s 3 Cond is the numerical condition rating(0-3)as defined in theTigard Urban Forestry Manual: ratedasa "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 Chapter 18.120 in the Tigard 0 Development Code cannot be completed in a manner that 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. �_!^ PRO/4 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 NF4,�A� � 3 The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and will require less frequent 84963PE management and monitoring after development than a tree rated as a "2". o ORE113 GON O oh 13, E E "1/0 L. \-P ' EXPIRES: 12-31-24 TREE PRESERVATION PLAN E a O 00 N O N O > 0 N W LU N 0) FINEM1011...... 0 PACIFIC COMMUNITY DESIGN LU 12564 SW Main Street Tigard, OR 97223 o [T] 503-941-9484 N [F] 503-941 -9485 r PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION REVIEWED BY: PRE 0) C 2 0 O 0 O 4 v 1 1 2a 2 . ..:11k;I(. 1 ,,,__ 11,111'.41tal. — It . . . . . .. . .), x .-Alr 'MIL At 4i. . :-.11V . _____)1 x • x • ° •, . •- , ' 1 foommilimiiiiinsminimi".1. * I lr. , ° • . 4.AI lid # a 1�1 It • • . . . - il� . . R i t x. i � � il �� s' II Ii .: .. ., . . • 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 x� 111 11 . # 4 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 I li \ ' • /^ p;�pti0�;�;�;�;�;��;0 5TH SUBMITTAL: 6/14/2022 1 - - 7 ►.. - ._ .-,.._. . ,....; 1.-' ,, —L REVISIONS ,�'�� +/ / �� ` ��T� J NO. DATE DESCRIPTION I1111\ ;" I„„ ,-..0:..-___ _.... , - I OOP t e if s, ....„. ,54...‘, ♦n i� �,:7� �. %' r w:„,,,,:: 177: �i 4.or, .�1,4!. ��• - , ;;,apt'/ 1 . •�/ •� �/\% \*--7—:# A - .1��.- _ w � —� VI // oo/ d Q U xi '� Ali\\ IN ,J >[>e> ir vv \ i' •r�(��a/` �i ��` ' ° .' v ` �° TREE STAND 1 I i o,*k ; ' °°Do ♦♦ � � AREA 124,825 SF ** _� 110 1 vv �� I ��. _ �i�;�:�► ► vv a TREE STAND 4 ' AREA = 11,477 SF �' '', III L MAPPED SIGNIFICANT j 0-1,H ,\ fr • L ► �� I 111 �� TREE GROVE- 4\#\\ \\ \ ROVE�` ,•�` ov@, +..� ii , * ,0, ,. • oo14 k 'i . h --714,-(A - lid I . I........._r. .. ,.,,,,::: LOWER VALUE HABITAT % • • I,, ,, 40 • �'U> _ ......„, . :: ��., °• ii il AREA = 302,977 SF vv °� _ .4.--=-\''• * I , r�-:;;:= I °�.. � �P�o /� �� SEE SHEET 17.3 , ' �� It �� \ — - ...1�1 %� Al \SEESHEET17.4 °°° „....; ,,,,,, .° SEE SHEET 17.2 °° �► >»� A,„„„„„4 \ may(, ,4, „..,,... i � ``• . °. I ' ',%: it\� VI�-i s� `� ii, I �!'C' ` 1 _..,.... �� ,._ �� 4 As_BuILT TREE STAND 2 ��j�� IA i 1�� ,�;,_ v� �� °°° 4Z\I=1 j AREA = 68,010 SF ° o o \ .. "II; . — _ _� � 2023 I/ X11 - : ' • : = A ��4 «,�, ,1y �� f9 �,_ I DAgppppV®TE /CRAIG CARSON ♦ it �� °', v _ * - °°>° °°. .°°°°�It.:4; . _ o ° °.°>°°°°°°°°°.° of o><000000 000: F>°. °°°. * 1 II I 1 -:,. • • ♦ a O �� =�� X111111 fl;) — '� I _ `A•t' 3 ♦ / _ �� Irl, ,,,,.-�` �1�"0 141k 40 � TREE STAND 3 A I a • a IG * �� , .. *4-p-, �, �� ,,• ,il�� r AREA = 14,680 SF 1111 \I •.is• _..)0A MEP III'a.IRS Vire ire ',111 «� � � ,r - - - - - - - _, RIVERSIDE F 44 /�. �•,114*.t4� ,�,i 4 ` °� AT SCROLLS ��! t;� ��. � �� ,�! •�� _ � � � Ari% �. el Ilii I — � /!evt ._,... /; �r Q ��. �� i„�� .. — — �� — {/114. \\ X 4i4 ��,. - ��\� � =° ��— �� /��l�ji�' � OA }��}1µ1�µ{{{�.....33 .� . II � II � � I � I'I I•I II ■ - I'. -III �f `1 • -‘%...7104 1 ._.. MEADOW -•� QA1 a��” �� •.°. eA1%i .'� ° �F� �I� _ __1�\ �� ` ./�� Iii�� .\ * � /ICS I. .`��• � � I ■ ♦ ��DO 40 ....----;[.47.....". \\ Qj�� W Qa ft, d i ;:�i t� er!l.�,� %_� •.� �•: " i 1 • ;I /�1Y/P;• 11, 7J i i \\\I[.[ac\\W,,l - . . �r� \ 4(...\ ((�J • _ 1 _ %I►\_ .t. + ` • Thr+ /I\�//��1\ �� " I�.�. w N' �� 1�i� `V`IiI�%/�\� f \l,/ : i �� `�1/ �i ii�'v I \ '�i�1` --..„-..._-_--..................-.4.---.0:-.-1 .. ,_ lo , . ` or /• !\` ;,V �� O� O� O O O O" O" O O O O O O O O O O O f ,`j`' r -_�-_r-r v---�_ . 101- ------.W—WarWar � ��Wu• • a�I��I+�I+�I+�I+•-+•-+• +• +� �P.I I I�YI�YI�YI�.I_I�I�-��• X 140V LI _L I X FF \� PROINF , "/ 84963PE � LEGEND o OREGON , DECIDUOUS15) eh 13, CONIFEROUS EXPIRES: 12-31-24 ., .�1 EXISTING TREE TO BE REMOVED (�( " / DRIPLINE OF EXISTING TREE OUTSIDE OF ``�t�s' ) ` ) STAND BOUNDARIES TREE PROTECTION FENCING TREE 0-0 PER DTL 1, SHEET 17.1 TREE PROTECTION SPECIFICATIONS 1. TREE PROTECTION ZONE. THE TREE PROTECTION ZONE (TPZ) SHALL BE ESTABLISHED AT PRESERVATION 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 E - I a - I I - I - MAPPED SIGNIFICANT TREE GROVE TO CONSTRUCTION ACTIVITY AND REMAIN IN PLACE AND IN GOOD REPAIR UNTIL WORK ISLOCATED AT THE OUTER o COMPLETED IN THIS AREA. PERIMETER OF THE CRITICAL . . . Nor TREE STAND 2. PROTECTION FENCING. TREE PROTECTION FENCING SHALL CONSIST OF 5-FOOT TALL ROOT ZONE. SEE TREE 6\10 2-INCH MESH CHAIN LINK OR WELDED WIRE FENCING SECURED TO 1.5-INCH DIAMETER DRIP LINE PROTECTION PLAN THIS P LOWER VALUE HABITAT STEEL OR ALUMINUM POSTS PLACED NO FURTHER THAN 8-FEET ON CENTER AND SHALL BE .1.1. SHEET 01 INSTALLED AT THE EDGE OF THE TPZ. 3. PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS 8' 2 METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. I TYP Lu 4. TREE REMOVAL. TREES IDENTIFIED FOR REMOVAL THAT ARE LOCATED ON PROPERTY n ♦.♦:♦♦♦., 4.n.♦♦..n.♦♦♦,n.; N BOUNDARIES AND OFF SITE IMMEDIATELY ADJACENT TO THE PROJECT SITE SHALL NOT BE �i�i�i�i►��!��i��i�•i�i�i�i��i�i�i ° I:r,iii 1, ' REMOVED WITHOUT THE ADJACENT PROPERTY OWNER'S PRIOR WRITTEN AUTHORIZATION. > �� I, 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. 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 t MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE r 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 ISA 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. O 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 m a 1 INCH = 50 FEET z *., 71610 I�I ►�� 6, I ° , _ /' ---iiiiiirl . ♦�� 1 — - -- -- - \-y -0 0 0 o I■ , I ° _rte i .'71616pirolitior40 I� v v / ,, � p p !►� • v . /• v - p • / ,+70930/ , 264 , °° v / v v v „vvv:, , ��„��i. ` �/ \\ '-v-'11 p ♦ I /- - -\\ ,°v'�, ,r `i� pv \I ' RRiver ide1 Homes /Ik 11/�� / I 71619 I i 'I ��71613 ,��I+`7�i= r .71607 / IDp • v• / vv ' DI ; D v• \ 1 v v I \ r p •D D �� ♦ V\�� 4��1��► pI D D i p •1 \ / p v DDS! , ›0 V . ` „�/ �I��/'�/, �1:71605� =71617 X71618 ► r�. • / / \ v v D D it • E:vv 71 09 4fo ' ��1(0A4 / / ,To- \ / / 1 v •DDI . D.vv 1ST SUBMITTAL: 9/13/2021 \ '` : 1601 \ , vv \� � - i `\,//31 v • '1 Opri-v=71614 �. i I - v • . . 2ND SUBMITTAL: 1 /27/2022 ' •/1 3RD SUBMITTAL: 3/24/2022 730002 �i/'' . ` 71603' =,:` %•71604 \ i�' I _ - -. 171615 ��= =71611 �\�I � :,'� A D' v . _ •. ��1� / �, i/;'° , 71602 j i DD v •I \ / \ Iv v D p • 4TH SUBMITTAL: 5/5/2022 -471612 + AI` / 7 , jD vv / v . �. � ��' . V ill \ • I DDOA \ / / lvv DDI DD.p. I ,AM v • DDI D •v° 5TH SUBMITTAL: 6/14/2022 71606 \\ / I €70932 I v v D ' D. x ° °• , •I \ / v . DD+ DD ,00 I LEGEND REVISIONS vv \ / v • p= ' I v v \ - 'v'v { frv'v' DECIDUOUS Vvv vv NO. DATE DESCRIPTION v - vv • v \11.1r ��••� Ivv � l vv o. CONIFEROUS I.L._ _71600R 0 • ° �tiih� .�� v° l ° v Fi :: . v �I 262 v v v l ` EXISTING TREE TO BE REMOVED lrf :A.9 , 0 ' —� . o , D:•°°• °='. I v p /� / \ DRIPLINE OF EXISTING TREE OUTSIDE OF / '� t `� . . v v 8N9 b E .- v - •v v, D D Ii .�� ` ' ` STAND BOUNDARIES • v ,. D. iDD vv � / � / ' I I�°' °.'I I . D. IDD• ° I o Iv'�•' - ,, v v. D . i D D o°, TREE PROTECTION FENCING x � I I I - ` I'° '' D . � DD . PER DTL 1, SHEET 17.1 1/ D I o 8 N__ _ , D D vv. / vv I !r. ry v 70824 TREE NUMBER l D ,. v . / \ vv �I I I ta - ° IPI • vI I ��70933 I vvvD D'I D D v• MAPPED SIGNIFICANT TREE GROVE \ rv • vvD r • DDvv D I • • D, ° ,: l,° 'ovl \\ // Ivv `: DD vv.l . . . . . 1 TREE STAND =71596 - p - \ / vv 'i [ DD° ° 71597 a : ° ° / - AS—BUILT �10, , D, v - - ov 11�vv.l �� !t>> „ 71595 ° IDv v v� o°- 7 -- IDD ov v - pp DM 5/10/2023 If �� / I _ j D D v w•594 \ IDI 1vV gppR0� CRAIG LARSON �'��/ � / / 0---*: A V I . D p° v ° DDI D ��: :_� / I \ \ Iii' I!Y!>il I ° . D: 11 . D .vv71593��i��►1 / a \ p v D 1 , D, v vlWV- ;�,-� D v v I v=� 1592 / 171583 \ A dv v Di>,›: v v �� 26 /� I p° DDI D • vl 71589+1;-/�, 1,/i :71584 `�i v v ,� DD, Ir' �° RIVERSIDE L 2', '71591 - / / _ d • v // ° � :.411590vv, vvvvvv rvvvvvvv • vvvvvvv • d � _ �'.� '�` ° � I� ,' �Il-I v .i. � vvvv.� I. vvvv v -1�� / / .I a°\ • °° ° / �� IIP AT SCROLLS �N •,v, 1585 - - - - - -- / d ° - lige/ ° �; ":��=71587 \ 4:1-.-- ' - - - - - - - - ',!L'Il d„ � � —�,,� ♦ \, , ° ° d ° ° MEADOW �� j1 -4 715821 �o - ° d ° . /ul 1 ` ♦//' 1 ® • I ,- 260 /4; / \\ A minlili ° \ 1, , /-� �' \\ // 0 TREE STAND 2 71500 I � 04 d ° • AREA = 68,010 SF \ / \/ d 71579\ plIEWEREP d a ° IMI ® X61 / — :30001 °.1r PR /�� / --_��- F FSI '.. I I I. I [ [ [ I •I F �° i 1 1III II I [ 1°[ P /��,w� �. 71580•=- rF=_=--------------- ? _? _r ° \r ., E -0*. x .71578 / r / �\ � �t;IN____ _ ill-----==-- ---_______ ( q ' 84963PE 44 I(‘ •71577 i' - - - - jt- r r r °trd`°rrd _ in a° ° ° d ° ° ° ° ° � � ��70858 I � lJ co X71581ill --"----------- ----!-=--'=--J.__-__'_--_,'°r_�-r r F F-F_� °i--r�r r a_� r 1-'-'-I=- -__�_ ,_� _I., -r-r=r-r-r-r_r__t__r_r °J_ ° �j p„ OREGON 11111 MI al-` - _.,tel 13, Av ��1/4 71575 t NR ,4 1 # \1*\\*\\6\\�\ iiirl�ll11 11 -- ° _ \,� // �q/ -. I 471572 �\\� �// X70892 ♦ ° EXPIRES: 12-31-24 �/ V�\\*” 170894 �/ d °°° 4171573 . X71526 704896 /♦// 0859 X70857 4'• • r„ \.�, ° d 71576 lit ♦ L i �� //� 71530 �� 1502 71501 70893 ��4 �� '�° �.. .�* ,. , ��D1).. D 71574 // 71531. \\ 71525L'11#- 71503 •r 70895 ♦�� ' `)O " D D ' �� i.1� _ / 00 h D D X71571 // +71549 14 �r k67°897 ��/�� 4DDc .,.., t ' �/� �it#111 71533 �� 70898 I 8/1/, � \ "i.__ . / TREE 71552 ,A 71548 ��•'r,#i% AI 71527 / / 71566 ` 400 \\ ��% �!�� 40 70888 �/ �' +71550 /�� %L iU.li .10;1��r4AV� ��,�:. ,171567 �' ,171547 ��vv,��I p, 71528 70899 4,1 70889 '�'�� 70852 PRESERVATION 9 ��'�71551 /f� �� w,- - 171569 . ��►�Ii' k71 's ;`i ' ° a R �� +70860 ��1 :7 7 ' �� 524 = _:70853 71556 �� lifil �� Aks►+ 1P 715461529 �� I� �� _ �- �� ,r,71554 70887 70861 �,� o E . x.11111'1'' �►, 2 � Z _:71532 ,` 70854 a ®,70851 CS. �r Ar,�' �C>► .'71534 _ 6 / � �� 2 �� 71570 — 891 _"-708904 �.,,;v 71565 __, - ---- 71553 : ,, -- 1\ 71523 \e:fit..l `� 254 �+ 71535 �� illi --ALM i � _y7�i�� . @� �17152� tie171504 �� 70862 _70856 ��71557 :'4 71545 256 ` 70886 `�11\ ��ji ___, d° iw____ __ cor,,c. 25g 0855 �/ �o° +71563 -- �! f559 44 °°°d �`��, X71536erpt,_ J>�i- 70848- 71568 1rk nit p�.r� 71564 ��\ 71561 �1i� � _ - 71537 71520 ,171522 ° AL o ,171558 �' �� 258 i,��y�� es. �0 d° °° ° d° °° ° dd ° °71542t, _. �� 71692 IlL�� I��• ��_ ° d ° IV 70838 L.LH N\\11 71543 �L1510 =70885 '70863 �� /1 70871 ° irly",-. 111w70843: 0846 -70849 \71562 �. 1, li��\FWAL2,. 71540 /I�r 519 I�, 70880 -- ° ��0845�� 71560 =71518 �� 6 r ��1F_�� - �� 70874 08 0 -� � �1�� = 70847 ��3 71689 • ` - r �� . �.��i�.�I 70884 ��• 70844 ° d '70836-4, r,i 11 , �1!%� ' , �� 70878 70869 ° jillitaintyphr1715-11 -41� PACIFIC COMMUNITY DESIGN `►� 25 ii - ��,��, , i�w� .- ��_ �� . �`� � �iP,A,.._ 70867 �`+�'+`��, + 4,�w i �- -k. -/. \�T`: - - ��nr -v - r -r-- _ _71505 �� -jr `7os83 �I � "y".,' T-� �Ir T ► 70837 �71694 1. 11...„,,„4 r 71539 '� 71508 s;;►�3 A 1� r 7: ‹ ! `Ilr� 70840 , i � ( �� . •1� _ i��;.�� .,I � �� .�� i c�i ��'.� r . �'70872��I 70841 I �fir ' ,'�/l i\\ — =71695 a�>> 1I ��/ �► rlAt� ��Q��`� ��` ��1�`+,�) ��ILI� �� ,.//) 70866 \��/ �l � ��►��r� ` �1 ��ll►� a7os4z 'I 708351 12564 SW Main Street I 71538 71512 �'� +� �� 70882 �. r �� 70834 ' ':� 71690 _ 71�7 4,4r 71509 i ��/ �� f- �� I� �� .� t� �� 3 ��.. Tigard, OR 97223 71507 0 71541 ��/ 70881 ��i 70876 ��dl��i�� r ��70833 V�%' - / 11\\1 _ 1 I � ��1 - �� 1 [T] 503 941-9484 \ .; '-71514 70879 70877 VV.,I `� 70868> .1 70839 N \ 71693 �\`'= 71515 71513 - f ).1l, 70832 [F] 503-941 -9485 CD \ // 71691 41w*\ 70875 ' �i �� I \ v 70865 -� -1 // \\ 1>=A / 4 ' '�W Ti) ; I \71516 � �� PROJECT NO.: 144-001 , oLoOoLoQ fl fly TYPE: CONSTRUCTION LO CD REVIEWED BY: PRE C Gli-)2 0 0 5 SCALE 20 0 10 20 V i o 1 INCH = 20 FEET 2 ° I , _ _° -.- -. - le ' ° � 70936 v v- r.......----- a , .o. 1I °v' R - verside Homes v - _ vv I I vv , v - . . �I Ilvvv7v:, ■ , •' v ' �/ °v / ° _ I 70704 '— - - - D . ° I 70709 - - 'I i/ vv DPI DD °°I �♦ Iwv�DD .I pp*, 70699. �• �D- ° �� ° •D�.. �►I ��,I/ I. D ,--v-• �� , `�` - �D 470701 1ST SUBMITTAL: 9/13/2021 Ain,,,,,,,,, - v ��! b� D D. p°, �// _� '70706�� "..2; �.� �� ti �. ° V V 44470.011‘� �� " .--� 70702 �,'0700, 2ND SUBMITTAL: 1 /27/2022 ° • v , �� 7��'� 1 � � 3RD SUBMITTAL: 3/24/2022 70707 70703'.k\ )11"1707131KNO` �.,J� 4TH SUBMITTAL: 5/5/2022 :vvv.v, �; {� �� "� � 49 ilil vD D h vv, .�`l1 1 70711x,,,�� 5TH SUBMITTAL: 6/14/2022 v DDi ' D' vv jk \ 70708 �Ir ��70710 70729�' ,70712 REVISION S V , DSI ' D'. v .� I "<��° ' � '' ° • TREE STAND 1 �� ,_ 70730° D D•v v - 70733.�i, 70731 \\� NO. DATEDESCRIPTION vh• v - AREA = 124,825 SFI ; � � � =70728 vvv , v - v ,v v v _ 70732 ,v;: v . ■ 70734 X11\ 70735 0 V vv , 0°- = 707531.66.., 70752 70750 v1 - v 07 • vv v .-1 • v - vv •° °�� o v v - v . 70751 .��! , 70758 ° D D ti !I ' v - �� \ v v i" ,�� 7075 Al..- , v v. - - =70755 ° ` D D I. 1,'v- #• \\0 A\* v v 70754 �I�� D ,°v°-i D I I v- � \\*A\ •-v vv . i>,, 70769 70757 illi o- I D D w v MAPPED SIGNIFICANT TREE GROVE \\ - v I D D 7."--:68 v -. �0 (1�D °vI I �AvOI °° ISD "vv'� . v DD ID vv - vIDD . ° ./i — � \ v- IDD vv I ■ ♦\ . v _ 1 -v-�4i� °° 70770 ``ij� I D - v / •ov- ��- °_ ■ '70771 70772 �\1 vv DD ► IDD - v . I • �� 70826 vv -• D D. IDD v v I =70789 • v v• D D d I D 1>:,.',7„'l ■ • 70793 17 v.D D►,\ D D ro G 70773 v v �I _ D D. v , I . ;70792 v -D D;011110 70790 p D° ° D . . I , . . D • D.7o8o3AS-BUILT o ;:�'• ° ■ ' v •' 71iii'vv • vv-o° -o � o o DATA 5/10/2023- v - v , • , v - 70804°° °° 0. '70791 °° �� ' APPFIO� CRAIG LARSON •-VV � �� ► -.-.I v 0794 � � - <�0801 LEGEND• - - 'I • v 111:70795 ° - v v v Doi I ��! 70797 I v° 1 tts' DECIDUOUS • v , D D i v.1 =70796 v11 „_`� , 70802 vv DD1 ' D' vv d1� =70798 - -7' •9 • ° D D i ' D'• v - 70500 CONIFEROUS v v D I • . .v v 470 512 70511 �� 70510 �� 70507 RIVERSIDE - v DDI • ' Di ° ' v � � � � I � I � � � � � � � � � I � I � � � � � � � � � I � I � � � X EXISTING TREE TO BE REMOVED o°,�I . r> o°- AA �� 70>/r4501>970!519 0509 70508 i� wv,�C t 0. vv \ �� 70514 70515 70516 • / D 1D S AT S C H O L L S v ' . ' o I 70541 -70539 -70538 -70537 7053670�3 0519 70520 70502 v v 70474 I ) DRIPLINE OF EXISTING TREE OUTSIDE OFvvDI ' 70540 ��\! 70534 70517 '11 :- ; d `� / `s- / STAND BOUNDARIESMEADOW • ° - D D • ,\\ D D v`.I �� \1 �� 70533 70521 \ ��°v D P \ , D •v v ' ` 705291 '� TREE PROTECTION FENCING v D D .4 / �� =70535 �� 70530 �� ►� =70501v v• D D D D,vv .M1�� /� ��1c) 70525° '• D D D S v - = � -4 � /� PER DTL 1 SHEET 17.1 v v '�� D D0. w v yq� ;70543 ��,0544 �� ,� 0 '° D D' - �t' � 1 70548 t `�0531 \��`770524 ) 70522 70503 ° °- I I�v° I \70547 '7055170532 �� 1� 70526 ' \1I, 70824 TREE NUMBER v v ` v ° 70545 �� 70546 �� \547�� 70550 ?70556 705 /p +� �� ;70504 v-� ��1T/�� 11f ��7\ / ��70555 J v I 705580562 70523 MAPPED SIGNIFICANT TREE GROVE v D ► ��,.7o5s1I��1 /I1��lZ 1 x5/3 i ' 'v ��yfir ,_ �. v v D LIIIIii,..... =70579:70578 :�� /li ��7N��i_ �j rv �➢ PRS'• ' • I ��% �� 70554 ��1e►' �iC 70561' . / TREE STANDv D ' 70583 _:70575 70549 70552 �� v v . D. �� =70580 �� 'D X170505 _ ��G I NE-4,,p°° I�1 �� 70587 70582 70570 70557 ` D v vD D . I &_I rte- =70585 ii �� 70574 , V 70559 :70568 r 84963PE 4 70584 Z u �� 70577 '70564 D �{� - ' D 14;g:7:0587 70586 70589 �w, 70572170571 1:70566 D C" lJ ct eJwi-- ° o o�! li 11> -- _ 1 - 70590 70576 _ 170569 K D D' w A 70588 70611 70610' =70567 °° o„ OREGON 4 , ' v 0 iw-' 70612 v 1rfj _ �, 70609 70604 -170565 1 Q O °° 70615 '\vr ,70620 70605 / 4 70563 - ' 1 C,�j oh 13, ■ �� =7061 L/ No 70608 '70607 ♦\ f 70603 70600 ��70506 / °. ' =70614 �� {11� Wil �'70606 70602 ,,r,-`" °70591 70599 ( '9 70592 . 4 G' LP` =70616 0,,,._,,7:06,214i�f� 7598 400$ 71000' 70660 Or 70' ��_ ��,, ! �' 70593® ° �� i =70662 X70619 �70622 �� 060 .9h `y�I70597 70595 ° EXPIRES: 12-31-24 :70661, .e►�� + 70596°\ ' '70657 1� 11 70623 =70624 70625 70627 �� 70594 \71046`�� 8 • �� I �� VAk 065 =70654 ' ��°�� car a ° ' ��,,,71004 70658 70653 ,V41117643 ��:70630 N �i 70659 70629 a ` ° $ 71002_ \\r/ �� 70�651 70649 �� 7�� P70640 -Ilk a ° ° ° 10 :71003 \1r/� Fropl \V�i 626 70638 A _ a �� 70634 . ' , r _ 4 11.1 70656 5 � /I � 70648 424 - �r 706314k ♦ ' 71070652 �. �� 70 70650 70647.1 I& 70628 (170641 635 � TRE E D D �, :; 70646 v 70633 �- „,, , I 70637 �� 70639 �p636 PRESERVATION 268 i 71005 X68 �� $ 71043 •10 '� Al �� .��'' PLAN 709070 0�IS ° 71017471035 o 71 42 1041 A 071007 ��- _ _ *IN „ N 4 4 ° ,eva i 0 44 ° 4 4 • ° d ° °°Q 2 °°° ° /� �� 1�� A1�7�� _ - a p „ 71020 - 710404 ° a ° 4 � � 71006 �� :�.I ' 1015 A� A 71033ok.N..,...-7„,..1 ■ I � � � � � � � � � � I � � � � � � � � � �° � � � ° 71057 � � • � �* _ 71008 ��r 71021 .71029 �� ”` ° � 1018 ��`� 71034 °' •`t.' 471028471031 70906 708284 �� Ilik � °a 1 �z 71014 _ _ 6�. A � ��N71019 - I- P� 71025 _'f'I�: A10,0&� ,. .oll/��,1,..160 17 022 LA .1,� ` ,;4 rlh I '' 70829 '71065 ,,,,=.4_71056 71051 �$ =71009 ° ° a �4�� ,� 7 71030 I 1��►�l��j 71 ri z� 70827 71058 a v 7103. /�� •i I 1:13 70831 �� M •il -z�a,A 71023 'ids �� _liv 411f�11 Z��C/71062 ,� ' 71010 //7. '0' "`� r PACIFIC COMMUNITY DESIGN #►�_ ..l� . 71053 9 �411�� t it- ",i,'',4•A';/ p _A A \ / 71061 uk bdir /11�...rwAllrw ..ar NA �. _ *., `...wire � mai�- rl �. \ 1� * _ �� !It 11 �. -n "-l'I 'i .5- •� r Al 1/ n 7 if _ i -Alli I \. - T ` -_.T I 1 '-f U - .� �� '� s�L ,!►X11 a < Vi .i r v/. r ('� �"'7 i t / o �— _, 71066= /r/►� - - ` . s� '�V� „A 12564 SW Main Street .. '1; ,71054 �, X71050 �+ ��11�� r�` `+r i 1 �---` c6Ai6i 7 11 :r� 71013 AlX71024 X71032 71037 Tigard, OR 97223 ��I�11� :�-� _ 1 71012 [T] 503- 97 84 7104 71060" >`��1� l \ 71055 /''\ -- 4'\`' „ , 70830 , 71059 ` 71052 [F] 503-941 -9485 �� c. c. o0A1c uouc 000uc" 5j.LC7700007 I oö'äö_ 2 / / j0 0 0O0OO � O--- �_�,_�_�_�_ .2 —�� c>� Am� Am� � A 1 1 /��A � � - — � PROJECT NO.: 144-001 D — Q TYPE: CONSTRUCTION o REVIEWED BY: PRE C 2 0 9 Lo SCALE 20 0 10 20 7 .o a 1 INCH = 20 FEET Z VV v rI ►�� ill il ' vy V ' v v \ \ o°• o♦• 71089 . , ■ ` ; 71070 71071 °° ♦� „v. r 1 R Riverside Homes vv p. , ♦ . 70697 - , 1 Ivv pp� \ _ , \ vv /TM 70694 444 70684 70683 ■ ' IvvpVI:Hp.I \ / •�I va� r X11%ice�r% Sp, - ° v p p 'I I�'i• • v o�X71085 -4 71086 4ibrldt'-+71088 70692 , v V p I ��// °. d1� . 51 70691 ;70687 v v p p PI >> 71074 v 1111.0% �� 7 ��-PC170693 �� - v pp I vv �� 1ST SUBMITTAL: 9/13/2021 j� ' ( S 70695,• �� ✓ - - ' VV VV v v /'��' �i�` k� 70716 , =70686 ♦ v : v v v v +y►, 2ND SUBMITTAL: 1 /27/2022 �l 70696 \ +i\ , \JL'_._ 70688 ° ° I v ♦ vv71090 �r �r rs*fra"V1�� ,n:�70698 ��"�� al • ° ° ° °° 710873RD SUBMITTAL: 3/24/2022 =707" 15� X 70717 �� ° � 71073 ��71075 w ttir- MNki& 71084 4TH SUBMITTAL: 5/5/2022 L ��&XAAke /_Al: 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 Conds Pres6 Comments Treatment Stand Tree Species Common of 2nd Avg DBH 2 Avg Cond 2 Preservation Canopy Preserved 708261 N/A !red alder 1Alnus rubra 1 121 151 0 N 1 11 1 Dead top Remove P 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 Codominant 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 11,477 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 theTigard Urban Forestry Manual: 71583 N/A sweet cherry Prunus avium 9 13 0 N 2 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 >1 scaffold Infested major conks and cavities 71618 N/A Douglas-fir Pseudotsuga menziesii 18 14 0 N 2 2 epicormic sprouts 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 5/10/2023 Pres is the numerical suitability for preservation rating(0-3)as defined in theTigard Urban Forestry Manual: DATE 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 at 4.5-feet abovetheground 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 other factors 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 s 3 Cond is the numerical condition rating(0-3)as defined in theTigard Urban Forestry Manual: ratedasa "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 Chapter 18.120 in the Tigard 0 Development Code cannot be completed in a manner that 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. �_!^ PRO/4 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 NF4,�A� � 3 The tree has good to excellent health and structural stability;the tree will be more resilient to development impacts,and will require less frequent 84963PE management and monitoring after development than a tree rated as a "2". o ORE113 GON O oh 13, E E "1/0 L. \-P ' EXPIRES: 12-31-24 TREE PRESERVATION PLAN E a 0 CO N 0 N O > 0 co uJ W W N 0) PIO10101111. � 0 PACIFIC COMMUNITY DESIGN Ce I- 07 o 12564 SW Main Street Tigard, OR 97223 o [T] 503-941-9484 N [F] 503-941 -9485 r PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION REVIEWED BY: PRE 0) C 2 0 0 0 0 4 v 1 1 3a 2 J L , 1. , 1. , , . 1) SW JEAN LOUISE ROAD , ( • I I O UJ a w > Z J i M = 1E aUJ a a - 0 n - Z c I- - z Z R/W R/W 52' R.O.W. R/W R/W PL �J 3 �_ a - - 52' R.O.W. VARYING TRAIL CORRIDOR L, - 8' 28' PAVEMENT 8' N SW GRAND ST .. w Riverside Homes I I 8' 28' PAVEMENT o PUE I 5' 5.5' 8' 12' 8' 5.5' 5' I PUE PUE �� SW PLANT. PARKING TRAVEL PARKING PLANT. SW I 5' 5.5' 8' 12' 8' 12' o SW PLANT. PARKING TRAVEL PARKING PLANT. 3 0.5' � � 0.5' 1ST SUBMITTAL: 9/13/2021 5 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 5.1 i 0.5' TC = CL+ 0.85' TC = CL+ 0.07' 0.5' I 051 I 0.5'� fTC = CL+0.85' TC = CL+0.07' 0.5' I TRAIL • 3RD SUBMITTAL: 3/24/2022 MqX• 2.50% 2.50% 51 NIAX 5:1 NjgX I 15 1 1\.... 1 4TH SUBMITTAL: 5/5/2022 _�� _ 2.50% 2.50% �� ( TC ELEV= C ELEV-0.03' 5TH SUBMITTAL: 6/14/2022 CONCRETE CURB AND GUTTER 1 CONCRETE CURB AND GUTTER 1 PER DETAIL 3, SHEET D2.01. D2.01 CONCRETE CURB AND GUTTER 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 PER DETAIL 120, SHEET D2.01. CONCRETE SIDEWALK 1. CONSTRUCT SW GRANDE AVENUE PER STA: 10+00.00 TO 14+67.51 PER DETAIL 120, SHEET D2.01. STA: 14+67.51 TO 15+50.03 TYPICAL STREET SECTION B1 Et B2, THIS SHEET. SEE CR4 AND CR5 FOR ADDITIONAL NO. DATE DESCRIPTION B2 LOCAL RESIDENTIAL - SKINNY STREET B 1 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. 1-17 11111 I 8 I boo' I 25 IIIMI I 13 I oi 1 '., I 18 STREET NOTES: , 1 IEN Wiiilto mi,„ mitiFi 11.11.11111:6111E:::°,i:: 1OINSTALL STANDARD ADA ACCESSIBLE w o 9 24 RAMP PER DETAIL 128, SHEET D2.03. AS-BUILT 1 2 3 1. w o LA I 12 119 2 INSTALL MONUMENT BOX TYPE PER a ooh I I I ODETAIL 170, SHEET D2.02. DATE 5/10/2023 _ ff APPROVED CRAIG LARSON TYP. I ^ I Po I 23 3 CONSTRUCT 3' ASPHALT BENCH AT END © 00 l O 10 8.00' I ^ OF STREET IMPROVEMENTS. - - , • 3 _ PUE, TYP. 11 -� I :°_° I 20 NIL -- ___ �, I O4 INSTALL STREET BARRICADE PER SHEET Arl�'li.r��E��Oi��'14.�S� , ' " �� Iia �# I� I D2.02. 0 �1 1 22 10 :o o .s1 :: o a ,I 0 RIVERSIDE 5 INSTALL SIDEWALK STREET BARRICADE �- 12*00 N . r TRACT A PER SHEET D2.02. Cyr / �� (lc, as V, 13+00 SW GRAND STREET ti . \ AT SC H O LLS ►lid �I •I - �' :=� 51/04,00 . O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER ►` �, _ �. - � e DETAIL 141, SHEET D2.01. SEE TABLE _____ r �s �' ' N 21 I- THIS SHEET FOR DRIVEWAY MEADOW O o - -- -- ''��i�i � \ W N INFORMATION. 0 0 © O 0 TRACT H © O -�� nw7/ 40‘ so :. �� O :::), ,,_„....----0e , ( © ©- © 0-0 , '-� • \' N 6A CONSTRUCT COMMERCIAL DRIVEWAY ( ( m 0 / w1.6 • . •• 1- PER DETAIL 143, SHEET D2.01. SEE I ST:11+08 l5,, 0 W TABLE THIS SHEET FOR DRIVEWAY ( I OFF:14.50'R TO 0 �,,t Z INFORMATION. ( ST:13+39 / Pio 2 �ac� ( ST:11+49 OFF:14.50'R TO * • Q t/1 6- "- • .s,,,, ( OFF:14.50'R so 11 CONSTRUCT GUARD RAIL AND POSTS ST:13+82 / m 0 rilw PER ODOT DETAIL 1404, 1470, AND 1471FROFF� _ _ _ OFF:14.50'R \ \ 111 ON SHEET D2.05. INSTALL ��j� �O0 I NF . "�. 7 s ENERGY ABSORBING TERMINALS C �P � I a . - - -- - N ( 'i84963PE MEETING ODOT'S QPL AT ALL '/.4. �Q . SW GRAND STREET - PLAN GUARDRAIL TERMINI PER ODOT DETAIL �/� 00 1465, SHEET D2.05. LOCATION OF o OREGON O SCALE: 1" = 40' GUARD RAIL RELATIVE TO CURB PER °6 13, 0' e DETAIL 2, SHEET D2.03. GUARD RAIL -q/ POST TO HAVE A MINIMUM SETBACK OF G LP 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 290 PVI STA: 10+88.57 PVI STA: 13+44.60 290 SIDEWALK BUILT BY DEVELOPMENT PLAN AND PROFILE oN PVI ELEV: 259.37 PVI ELEV: 261.41 000000 SIDEWALK BUILT BY HOME BUILDER PVI STA: 8+48.40 K: 15.00 K: 20.00 ,i , AREA FOR GRIND AND OVERLAY LVC: 19.44 LVC: 24.11 o �\�:�� o PVI ELEV 260.58 ' ' a >- BVCS: 10+78.85 w O K: 25.00 I w BVCS: 13+32.54 of 2 BVCE: 259.42 LVC: 78.90 H w , BVCE 261.32 0 z O 280 EVCS: 10+98.29 z F= 280 ,r HIGH PT. STA: 8+75.35 °° o EVCE: 259.45 o a EVCS: 13+56.65 w r, w o HIGH PT ELEV: 260.41 00 o v o LOW PT. STA: 10+86.35 cc EVCE: 261.65 DRIVEWAY STATIONS I "' + N + N + N 0 LOW PT. STA: 13+32.54 - 'n N '� oo - -oo z ^- LOW PT ELEV 259.40 - o "0 0) N- 00 Cr; v ii; u II z o LOW PT ELEV: 261.32 p .0 00 N-: LOT STREET STATION WIDTH > CG > W z a - O .p w M O N O H Ni rn Lu- 270 11 a N m �'' - > w + N W II II 270 3 10+22.18 GRAND STREET, 14.000' LT 16.00' o v, W www EXISTIN GRADE ® wQQ w _ inv~iw z >a w I z FINISH GRADE C 4 10+52.18 GRAND STREET, 14.000' LT 10.00' TREE TERLINE 2.00% PVI STA = 10+00.00 STREET CENTERLINE5 10+74.18 GRAND STREET, 14.000' LT 16.00' 11111rig) ,, ELEV = 259.82 - _ - _ - - _ N - - - _ - _ 260 PACIFIC COMMUNITY DESIGN -0.50% 0.80% _ 2 66% __-- _ - _ -0.50% - _ _ _ - - 260 '6 o-: -�- -� IIIII _ - - - - - _ - _ -„mist ., ��- `�PROPOSED 8"WATER 12564 SW Main Street �- - - - Tigard, OR 97223 I o , _ -� _ - 4 FUTURE GRADE C - - _ - [T] 503-941 -9484 N STREET CENTERLINE - PROPOSED 12" STORM `r_ [F] 503-941 -9485 a 250 PRC POSED 8" ANITARY - . PROPOSED 18" ST RM I 250 PROJECT NO.: 144-001 24 2 65 75 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 15+505 TYPE: CONSTRUCTION 0) REVIEWED BY: PRE C 2 o SW GRAND STREET - PROFILE 0 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' g SCALE 40 0 20 40 (-11"1) 201 E7 a 1 INCH = 40 FEET z J L , 1 , J , J 1) SW JEAN LOUISE ROAD - ( I J o Lu aLL QZ_ J i > W w - M z �- = a a a z � �- r ' z c - - - z z N _ �- 3 m n , _ Li Q U �-3 3 j R-1 Riverside Homes N SW GRAND ST LU Lu - > - 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 171ST AVENUE NO. DATE DESCRIPTION SEE SHEET 209 SEE SHEET 204 SEE SHEET 203 Ma Lu 40H- 'v5'-c w s I I 7,,,% w I Z a ) ;o°) I a :°° I 48 8.00' 49 �-'' -4 w - z •• 34 35 I o 1 O PUE, TYP. 0 I ° a - 1 0 m - -® • 0 O N - ) i 17 o GENERAL NOTES: W x_ - - - - t ,a 11 . - - » 0 °� 3N. ' _ • 3 1. CONSTRUCT SW GRANDE AVENUE PER LU O ° - - ° - 3 ` T °� T �� 3 TYPICAL STREET SECTION B1, THIS SHEET. SEE fY N MI /' �\ ail Iu1 CR1, CR2, AND CR3 FOR ADDITIONAL SUPER =,,,1 - 17+00 SW GRAND STREET 18+00 19+00 LU 16+00 - - - - �- - - I ,75 ELEVATION AND TRANSITION CROSS SECTIONS. Vl � 20+00 20 Z LU - Sp I - I SD SD j 5D Sp D Sp 2. REFER TO CR1, CR2, AND CR3 SHEETS FOR Z c/1 w,- w T W w w- I CURB RETURN INFORMATION. w W��' W W • w Ail i ® �. W n o '- i� = _ _ _ 7 3. DRY UTILITY CROSSINGS SHALL BE PLACED W o`' - - - - ° - g .• PRIOR TO PROOF ROLL TEST FOR CURB. THE N 2 in, _ -, O . • SIA%� �� ® - NUMBER OF CROSSINGS, EXACT LOCATIONS, _ _ L e w� MI OM�se �E��■w�■ O rv��~�r��e TRACT E ��p�©© DEPTH CONDUIT TYPE ETC. SHALL BE AS-BUILT ` °© O'0��ir © 1 ��A�� C -7 • SPECIFIED BY THE PRIVATE UTILITY TRACT F h _ _ _ I -- -' CARRIERS. CONTRACTOR SHALL DATE 5/10/2023 COORDINATE. APPROVED 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 P I STA: 17 29.77 LEGEND: K: 20.00 PVI STA: 20+13.43 p L C. 58.87 PVI ELEV:K: 20.00 %. SIDEWALK BUILT BY DEVELOPMENT 290 w s: 17+00. w 290 wLVC: 2719 w SIDEWALK BUILT BY HOME BUILDER BCE: 268.23 w w "' -.4.-i- E CS: 17+59.20 "' > BVCS: 20+03.33 w o o o BVCE: 265.60 "' > >� AREA FOR GRIND AND OVERLAY `� P11'Q '"' a m : 268.2 z N EVCS: 20+23.52 I z N \S �G I NFF�U� 849634 CD h 0 N .o I"- H PT. STA: 17+30. 4 EVCE: 265.53 �� + o -- �� .0 I Ln °, °� N z ` o o OW PT. STA: 20+21.04 `-^ ��`��`�'� 280 u r a N 0 n > ! coo . LOW PT ELEV: 265.52 z0 oo 280 o OREGON t.n > N >ii w .0 o N > w o+o o N 'V STA = 0+61.49 ~ N. c+ ..0 c `10 - ,0 - w N ,- � r2w N '7 `- u I wood C- h 13, w ce u ii-II w u u > N `- It ,9 • /C all i_ Q a w FINISH GRADE @ i_ a a J ce " " LP Z ,1- ,1- w STREET CENTERLINE Z 1' 1^ '�' EXISTING GRADE @ ~LLj H H LU L PVI STA = 16+29.49 z w EXPIRES: 12-31-24 11111 270 ELEV = t8 r STREET CENTERLINE 270 1.47% 1.50% _ �� -1 44% 1.23% 2.72%,,-Th50% _ - - - - - - MI - - _,_.0.;..,,,t_. 0. '3a - - - ±ii: II _ - .� �� .��-1■ MI 0.12% , 2.79% -- _ I■ 260 PROPOSED 8"WATE 260 Q II� I SW GRAND STREET - PLAN AND PROFILE PROPOS D 12" STa RM o PROPOSED 18" STORM _ 250 250 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 I = SW GRAND STREET - PROFILE 8' 28' PAVEMENT `n PUE I I I 1 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' I 5' I 5.5' 8' 12' 8' 12' I I SW PLANT. PARKING TRAVEL PARKING PLANT. LU 0.5' f5' cL 5.1 i z 0.5'0.5'-.-- --.-TC = CL+ 0.85' TC = CL+ 0.07' X0.5' I TRAIL I Mqx 2.50% 2.50% 5.1 MAX. Q �� TC ELEV= C ELEV 0.03' Filiii) N CONCRETE CURB AND GUTTER 1t\_ 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 1 2564 SW Main Street N PER DETAIL 120, SHEET D2.01. STA: 15+50.03 TO 20+75.49 Tigard, OR 97223 O LOCAL RESIDENTIAL - SKINNY STREET [T] 503-941 -9484 N -E3- PARKING ON BOTH SIDES [F] 503-941 -9485 a) N.T.S. PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE CD C 2 0 0.0 (i) g SCALE 202 40 0 20 40 E 1 INCH = 40 FEET z J L , . 1) SW JEAN LOUISE ROAD Lu a Z- - Q aw Lu a- z= � Fuj Q �_.,v v , R-1 Riverside Homes SW GRAND STREET --"?........._1 SW f.- -.) 0 SEE SHEET 202 y .f -- I I I 1 I I 1ST SUBMITTAL: 9/13/2021 1 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 II i 1 3RD SUBMITTAL: 3/24/2022 1 - I 4TH SUBMITTAL: 5/5/2022 I. TRAC EI I CONNECT SIDEWALK TO 5TH SUBMITTAL: 6/14/2022 11EXISTING SIDEWALK STA:13+00.51, 24.50'L GENERAL NOTES: ,t I C_ 49 50 51 52 53 54 55I ELEV=266.54' REVISIONS CONNECT SIDEWALK TO - 1. CONSTRUCT SW 171ST AVENUE PER TYPICAL D EXISTING SIDEWALK A I : STREET SECTION A, THIS SHEET. STA:13+00.51, 19.50'L NO. DATE DESCRIPTION II z < START DRIVEWAY WING TAPER TYP ELEV=266.60' < 1 STA:12+97.51, 14.00'L 2. REFER TO CR1 SHEET FOR CURB RETURN ©1/� • I a . • INFORMATION. O I rn © O 0 0 SAWCUT CURBrn l -- END DRIVEWAY WING TAPER'14a - - ei - -- - - �� ill , STA:13+00.51, 14.00'L 3. DRY UTILITY CROSSINGS SHALL BE PLACED e ! �� ra , a 1 �a-,7 -a 1aa, .�eaa� � T fxSs GUT ELEV=266.01PRIOR TO PROOF ROLL TEST FOR CURB. THE 41 ( asaaaaaa •SAWCUT PAVEMENT GRIND AND OVERLAY NUMBER OF CROSSINGS, EXACT LOCATIONS, s ss 12+00 ss ss M '� STA:13+01.58, 12.50'L STA:13+13.20, 12.50'L DEPTH, CONDUIT TYPE, ETC. SHALL BE 6+71 +�� :+�� 9+0� 1� Q0SW 171ST AVE _+ SAWCUT PAVEMENT of SPECIFIED BY THE PRIVATE UTILITY --}- ---= V.�, - - I- H - , �.' I - SDSD SD - SD SD Mr � XSD STA:13+01.58, 9.50'L XSS / XSS XSS- CARRIERS. CONTRACTOR SHALL PAIYM - I�ctlitioillM M M * M MXW _ - " " • SAWCUT PAVEMENT COORDINATE. o u � - n- • mm , / Oi - STA:13+06.01, 9.47'L _ , , 1 ,�� Id - - - � - - ® SAWCUT PAVEMENT �I / SAWCUT PAVEMENT STA:13+01.58,4.50'L - __ _ _ . _ _ _ ,� ' 60 X - ,. ----- STA:13+05.96,4.54'L �,�c - -, - - - - `- - � 63 62 61 59 58 57 56 I� 1 I / STREET NOTES: 0 le( TRACT D AL 0 64 I < I m • O 8.00' I I j1 I xsn XSD XSD nog I UE TYP. I I � ��SAWCUT PAVEMENT I j,1L.._ STA:13+12.2O SAWCUT PAVEMENT 0 INSTALL STANDARD ADA ACCESSIBLE STA:13+01.58, 7.50'R -- -- , 7.50'R RAMP PER DETAIL 128, SHEET D2.03. SW 171ST AVENUE - PLAN _SAWCUT PAVEMENT M ® STA:13+12.20, 10.50'R -xw 2O INSTALL MONUMENT BOX TYPE PER SCALE: 1" = 40' SAWCUT PAVEMENT DETAIL 170, SHEET D2.02. r STA:13+11.08, 10.50'R- AS-BUILT N I 03 CONSTRUCT 3'ASPHALT BENCH AT END START DRIVEWAY WING TAPER ?,<,„ G�GRIND AND OVERLAY DATE 5/10/2023 �!► STA:13+13.20, 12.50'R OF STREET IMPROVEMENTS. STA:13+08.22, 13.72'R►hpAppFovED CRAIG LARSON € SAWCUT PAVEMENT 0 INSTALL STREET BARRICADE PER SHEET b. A p 4 STA:13+11.22, 12.50'R D2.02. SAWCUT CURB 4 END DRIVEWAY WING TAPER O INSTALL SIDEWALK STREET BARRICADE T STA:13+11.22, 13.72'R (CONNECT SIDEWALK TO c GUT ELEV=265.53' p( PER SHEET D2.02. EXISTING SIDEWALK CONNECT SIDEWALK TO I RIVERSIDE s� O6 STA:13+11.01, 24.50'R EXISTING SIDEWALK CONSTRUCT RESIDENTIAL DRIVEWAY PER ELEV=266.14' € I STA:13+11.08, 19.50'R DETAIL 141, SHEET D2.01. SEE TABLE - - - - x ELEV=266.13' THIS SHEET FOR DRIVEWAY AT SC H O LLS r -1n m INFORMATION. N I SEE TREE FARM TERRACE CONNECTION DETAIL SHEET 209 6A CONSTRUCT COMMERCIAL DRIVEWAY MEADOW 1 1 1 PER DETAIL 143, SHEET D2.01. SEE 300 PVI STA: 9+18.34 300 TABLE THIS SHEET FOR DRIVEWAY PVI ELEV: 261.03 SW 171ST AVENUE STREET INFORMATION. K 70 00PVI STA: 11+5�-74 LVC: 79.94 PVI ELEV: ,,s7,7 CONNECTION DETAIL 0SAWCUT EXISTING CURB AT EDGE OF M r M r K: 20.00 SCALE: 1" = 10' DRIVEWAY DROP. CONSTRUCT 3' 290 - W N LVC: 1_60.00 290 DRIVEWAY WING FOR EXISTING + �+ N "E oooo COMMERCIAL DRIVEWAY PER DETAIL 00 o• hi a, IGH PT. STA: 11+62.7470.00 �` 1:; v v; v hi HIGH PT ELEV: 270.00 c,i 00 143, SHEET D2.01. SEE STREET PR O/12 /C > > - + w so N w CS $ CONNECTION DETAIL FOR STATIONING. $g3PE� > °' > w END CONSTRUCTION o N �' NF PVI STA = 9+70.50 U I I U U + t..; > > �, O7 SAWCUT MIN. OF 1-FOOT INSIDE SOUND 11.51 ( 280 ELEV= 263.38 _ m m w ' ' ii o - 280 EXISTING ASPHALT CONCRETE z Q ,0 PAVEMENT AND REMOVE. SEE STREET o OREGON , ci o0 F NISH GRADE @ N N DRIVEWAY STATIONS CONNECTION DETAIL FOR STATIONING. -1/0 °h 13, `Lo .o °; - _ _ STREET CENTERLINE � / j ii `V w _1 LOT STREET STATION WIDTH Og GRIND TOP 2" OF EXISTING ASPHALT Et G LP H ii EXISTING GRADE ® °O ``' OVERLAY TYPE 'C', LEVEL II FOR THE �+ > I - EXPIRES: 12-31-24 270 STREET CENTERLINE 49 10+87.50 171ST AVE, 14.000' LT 16.00' LIMITS SHOWN ON THE PLANS. SEE "' FUTURE GRADE C / - - - - _ _ -3 50y 270 STREET CONNECTION DETAIL FOR [STREET CENTERLINE 4.50% 50 11+20.50 171ST AVE, 14.000' LT 16.00' STATIONING. 3 _�- 51 11+45.50 171ST AVE, 14.000' LT 16.00' 10 REMOVE EXISTING WOOD FENCE WITHIN �'� �- RIGHT-OF-WAY AND FENCE MOUNTED 5II°� - - - - - - - - - - - - SDLN-1 52 11+86.50 171ST AVE, 14.000' LT 16.00' STREET BARRICADE 260 b- - - - - I ' - SSLNE 260 SW 171ST AVENUE o PROPOSED :"WATER PROPOSED 12" STORM1 ___ _ 53 12+11.50 171ST AVE, 14.000' LT 16.00' 54 12+52.50 171ST AVE, 14.000' LT 16.00' PLAN AND PROFILE PROPOSED 8" SANITARY LEGEND: 250 - 250 55 12+77.50 171ST AVE, 14.000' LT 16.00' 0 N13 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 'vvvvovoo 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' 0) 3 R/W R/W L-1 52' R.O.W. Q 8' 28' PAVEMENT 8' 17.............,iii, ,,,, ,� PUE II I 5' 5.5' 8' 12' 8' 5.5' 5' I P U E PACIFIC COMMUNITY DESIGN SW PLANT. PARKING TRAVEL PARKING PLANT. SW N 0.5' - L0.5' 12564 SW Main Street 0.5I ' - TO = CL + 0.07' TO = CL +0.07' 0.5' I Tigard, OR 97223 s. MAX. 2�50% 2.50% 5'.'..4....1.1:--•;--6--"--AX [T] 503-941 -9484 N �� [F] 503-941 -9485 , \ 1 N D2.01 PROJECT NO.: 144-001 2 TYPE: CONSTRUCTION LOCAL RESIDENTIAL - SKINNY STREET REVIEWED BY: PRE B PARKING ON BOTH SIDES 2 o N.T.S. a 0 CO SCALE l) 203 4 40 0 20 40 i o 1 INCH = 40 FEET z JL , , . J) SW GRAND STREET SW JEAN LOUISE ROAD SEE SHEET 201 11111 O1 4 N 1 1 I Q �- - > > > - 01 1■ o -� - d x a = a a - oz �' » 1 I DRIVEWAYS STATIONS N. 3 5' ME _ R-1 Riverside Homes LOT STATIONS WIDTH =MI � SW G^SND ST �! TRACTIF � I 35 10+88.00 (172ND AVE), 14.00' LT 16.00' --- -1f 1 0 _ �:1Io 35 36 37 38 39 40 41 1 a, I N 36 11+20.00 (172ND AVE), 14.00' LT 16.00' 1ST SUBMITTAL: 9/13/2021 ' ` I KEY MAP W 2ND SUBMITTAL: 1 /27/2022 a Ll TYD. 8.00' 37 11+46.00 (172ND AVE), 14.00' LT 16.00' ri I D PU=, TYP. ' 3RD SUBMITTAL: 3/24/2022 O •1 O ©�� I o l O 0 _L 0 - 01) 0 38 11+86.00 (172ND AVE), 14.00' LT 16.00' _ 4TH SUBMITTAL: 5/5/2022 -‘115TH SUBMITTAL: 6/14/2022 X41 _,:� m ram a a ara-z ap aa+aa 39 12+11.50 (172ND AVE), 14.00' LT 16.00' GENERAL NOTES: i� �; �i�of oto °� ° . o,, ,, �< < < <4,;y000��m °�:�� REVISIONS aaaaa a s as � aaaaaaa a a a ° a / °°°°o `a °°° ° °� °°°� r°°° �- °�naaaa 1. CONSTRUCT SW 172ND AVENUE PER TYPICAL )� 1 40 12+52.50 (172ND AVE), 14.00' LT 16.00' 8+00 9+00 1�+�0 SW 172ND AVE 0 .AM . s5 SS •• S SS 3 ff-�I I XS`. STREET SECTION A, THIS SHEET. 6+71 7+00 �� - -� - NO. DATE DESCRIPTION I I - I - I- H - F-- - )4_, i- sD SD ��i•SD SD Ai XSD- 41 12+77.50 (172ND AVE), 14.00' LT 16.00' 2. REFER TO CR2 SHEET FOR CURB RETURN • • M I w �, w W w INFORMATION. �� °%oo \°o o. v/ / Iv, a, . :/ 42 12+77.50 (172ND AVE), 14.00' RT 16.00' > .■ < a • J.-i dada dada - 3. DRY UTILITY CROSSINGS SHALL BE PLACED �� ".l �' ��=a�aa�aaa��a�< aa a a a . . , a��` . . . . - . ��- -aaa a��a� � ® 43 12+52.50 (172ND AVE), 14.00' RT 16.00 �� PRIOR TO PROOF ROLL TEST FOR CURB. THE ,, .1 Lc / 44 12+11.50 (172ND AVE), 14.00' RT 16.00' NUMBER OF CROSSINGS, EXACT LOCATIONS, © 1 O I ,i, 0 0 0 ° O DEPTH, CONDUIT TYPE, ETC. SHALL BE e, �I I e P. 45 11+86.50 (172ND AVE), 14.00' RT 16.00' SPECIFCARRIERS. CONTRACTOR SHALL UTILITY BY THE PRIVATE 1 I I COORDINATE. I . :I 48 47 46 45 44 43 42 46 11+45.50 (172ND AVE), 14.00' RT 16.00' _ ',I TRACT IE 47 11+21.00 (172ND AVE), 14.00' RT 16.00' 1 I I - - STREET NOTES: I ° 48 10+87.50 (172ND AVE), 14.00' RT 16.00' 0 3 I 10 INSTALL STANDARD ADA ACCESSIBLE 1 I 1'II 1 I e l RAMP PER DETAIL 128, SHEET D2.03. '1i .. _ -__ SW GRAND STREET SW 172ND AVENUE - PLAN 2O INSTALL MONUMENT BOX TYPE PER SEE SHEET 201 DETAIL 170, SHEET D2.02. AS-BUILT SCALE: 1" = 40' 0 CONSTRUCT 3'ASPHALT BENCH AT END DATE 5/10/2023 OF STREET IMPROVEMENTS. - APPR3VED CRAIG LARSON I 0 INSTALL STREET BARRICADE PER SHEET • D2.02. - __ - O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER 1 . I ' f _p a DETAIL 141, SHEET D2.01. SEE TABLE I a a a a a AI SAWCUT CURB THIS SHEET FOR DRIVEWAY RIVERSIDE a a / a a a END DRIVEWAY WING TAPER INFORMATION. I v START DRIVEWAY WING TAPER STA:13+00.67, 14.00'L STA:12+97.67, 14.00'L GUT ELEV=267.49' \ 0 SAWCUT EXISTING CURB AT EDGE OF AT SC H O LLS V V V V . p7 r47v I GRIND AND OVERLAY _ DRIVEWAY DROP. CONSTRUCT 3' STA:13+10.24, 12.501DRIVEWAY WING FOR EXISTING MEADOW SAWCUT PAVEMENT 0SAWCUT PAVEMENT X COMMERCIAL DRIVEWAY PER DETAIL STA:13+01.87, 12.50'L 11 � STA:13+05.77, 9.42'L' 143, SHEET D2.01. SEE DETAIL THIS SAWCUT PAVEMENT / SHEET FOR MORE INFORMATION. STA:13+01.87, 9.50'L I XSS- X o O7 SAWCUT MIN. OF 1-FOOT INSIDE SOUND I SAWCUT PAVEMENT EXISTING ASPHALT CONCRETE 300 SAWCUT PAVEMENT i STA:13+05.76,4.50'L PAVEMENT AND REMOVE. SEE PROFILE 300 STA:13+01.87,4.50'L 13 Ii0 FOR STATIONING. PVI STA: 9+15.51 N SAWCUT PAVEMENT I• \ 1 SD O8 GRIND TOP 2" OF EXISTING ASPHALT Et PVI STA: 10+85.02 PVI STA: 11+82.85PROF STA:13+01.87, 7.50'R I PVI ELEV: 265.19 SAWCUT PAVEMENT OVERLAY TYPE 'C', LEVEL II FOR THE GIN "� K: 20.00 PVI ELEV: 267.98 PVI ELEV: 271.76 SAWCUT PAVEMENT III STA:13+09.24, 7.50R LIMITS SHOWN ON THE PLANS. � 290 LVC: 96.54 _ K: 2200 K: 20.00 _ - 290 STA:13+01.87, 10.50'R I -- ( '/ 89PE \ M LVC 47.98 LVC: 145.61 w SAWCUT PAVEMENT 1 m MX MX 10 REMOVE EXISTING WOOD FENCE WITHIN C PVI STA: 7+98.71 N Qs BVC : 10+61.03 BVCS: 11+10.04 Z rh STA:13+01.87, 12.50'R -- JJ�SAWCUT PAVEMENT O w o I RIGHT-OF-WAY AND FENCE MOUNTED o OREGON PVI ELEV: 257.80 o $ o BVC 267.63 , BVCE: 268.95 o r,; I STA:13+09.24, 10.50'R c �O K: 20.00 + c" + NI Oo �" o STREET BARRICADE 6 13, °O LLi END CONS-RUCTION rn w N oo �+ M EVCLL. 11+09.01 EVCS: 12+.5.65 ? M �7 \7 I, / GRIND AND OVERLAY - .9 LVC: 22.9 C; U ,;; U + 7) o o • EVa: 268.91 EVCS: 269.27 cc - `n START DRIVEWAY WING TAPER STA:13+10.24, 12.50'R /C L. LPA' U > PVI STA = 9+70.61 U > o .o - .o I- 7 STA:12+97.70, 14.00'R , 17 - 0 n N > m > w .o II N u N LOVA PT. STA: 10+61.03 HIGH PT. •TA: 11+8'.32 32 '^ ° ri 280 �' "' �a - ` ' a a II o N 280 0 o o SAWCUT CURB EXPIRES: 12-31-24 is is 0 06 a „ 'I u LOW PT ELEV: 267.63 HIGH PT :LEV: 270•°4 / END DRIVEWAY WING TAPER- ^ N N Ln > w > J z > ° 1 a 1 1 1 V a ` 4 STA:13+00.70, 14.00'R LEGEND: Li w > J 4 w a 2.50% 3 G w a CONNECT SIDEWALK TO GUT ELEV=267.24' U > U > "' • FINISH GRADE ®� m < EXISTING SIDEWALK a > m w w STREET CENTERLINE STA:13+00.70, 267.819.55 ' SIDEWALK BUILT BY DEVELOPMENT _ ELEV=267.86' • o - - �0 � CONNECT SIDEWALK TO 2.82/ -_ _ SIDEWALK BUILT BY HOME BUILDER 270 _ ^ O 1.36% _ W1.47%-._ _ �� .42% Ai- 3 _ 270 EXISTING SIDEWALK °o° STA:13+00.70, 24.50'R S W 172ND AV E N U E ELEV=267.94' AREA FOR GRIND AND OVERLAY Q N W / _ _ - - - ■�� _ ' :" SANI i SW 172ND AVENUE STREET PLAN AND PROFILE 6c9N 260 a W /633j - 1.50% _ _ 260 CONNECTION DETAIL _I �_ - _ PROPOSED 12" STORM - SCALE: 1" = 10' 5_;1_,81° -� 0 / EXISTING GRADE @ N 250 C3- - -- - STREET CENTERLINE r - - 250 w w 3 245 245 R/W R/W 6+50 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 13+25 52' R.O.W. z 8' 28' PAVEMENT 8' iii, I I o PUE I 5' 5.5' 8' 12' 8' 5.5' 5' I PUE �� SW PLANT. PARKING TRAVEL PARKING PLANT. SW PACIFIC COMMUNITY DESIGN SW 172ND AVENUE - PROFILE o.5' f L0.5' -,Tc: i 0.5' - TC = CL+ 0.07' TC = CL+ 0.07' - 0.5' 12564 SW Main Street HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 5.1 MAX. 2.50% 2.50% 5'.A MAXC Tigard, OR 97223 o �- -� N [T] 503-941 -9484 z -CONCRETE SIDEWALK 1 CONCRETE CURB AND GUTTER [F] 503-941 -9485 PER DETAIL 120, SHEET D2.01. D2.01 PER DETAIL 126, SHEET D2.01. PROJECT NO.: 144-001 2 Q B LOCAL RESIDENTIAL - SKINNY STREET TYPE: CONSTRUCTION 0) PARKING ON BOTH SIDES REVIEWED BY: PRE N.T.S. 0 0 i g SCALE l) 204 40 0 20 40 i o 1 INCH = 40 FEET z J L , 1. , , . 1) SW JEAN LOUISE ROAD - - , i O Ln Lu a M - Q �w W aQ o SW GRAND STREET Z SEE SHEET 202 ��3 3 . N -, ' . R-1 Riverside Herr es a } • 1ST SUBMITTAL: 9/13/2021 /i/ 9,1• DRIVEWAYS STATIONS KEY MAP 2ND SUBMITTAL: 1 /27/2022 /P I I TRACT G //' �� LOT STATIONS WIDTH 3RD SUBMITTAL: 3/24/2022 �:� 21 22 23 24 25 26 27 21 10+94.09 (SABRINA), 18.00' LT 16.00' 4TH SUBMITTAL: 5/5/2022 901 • y II 1 o e i 5TH SUBMITTAL: 6/14/2022 I e I 8.00' TYP. 22 11+26.59 (SABRINA), 18.00' LT 16.00' GENERAL NOTES: O a l O O PUE, TYP. 0 - -0 I 0 0 0 1. CONSTRUCT SW SABRINA AVENUE PER REVISIONS �� - - ---__ - 23 11+52.59 (SABRINA), 18.00' LT 16.00' TYPICAL STREET SECTION A, THIS SHEET. SC a a a a A A SUPER ELEVATE FROM BEGIN CONSTRUCTION NO. DATE DESCRIPTION .e 1 I I , a a a a a a a 'a ::,:c: ',°'a ' ` W 24 11+93.09 (SABRINA), 18.00' LT 16.00' ON STATION 9+68 TRANSITION TO STREET ' <aaQa a a aaaaaaaaa a as PP <. da R N � a'9aga.a � �a,a�a ry�9°< ° a a _ %a` °� °°.0000, •� na aa<• '►� o !i/�_. o o`.' o°o o :�.. o/�°o o° ✓°�e o o°o� �0 0 0 0 /I'°,:v- SECTION A AFTER INTERSECTION SEE CR3 FO- - S 4 xss- 25 12+18.09 (SABRINA), 18.00' LT 16.00' SUPER ELEVATION AND TRANSITION CROSS 9+00 b 7 1 10+80 SW SABRINA AVE O S5 S +00 S' 1�1�� SECTIONS. 6+71 7+00 8+00 - - �•�� I SD -ISD s D SDI- O XSD H 26 12+58.59 (SABRINA), 18.00' LT 16.00' I I - - 1,,FE1 ,� _ _ I MX 27 12+81.09 (SABRINA), 18.00' LT 10.00' 2. INFORMATION. R3 SHEET FOR CURB RETURN 1 , 00 M W . N N NW W ^, ,,, v^ W o° N w of , °} JA \as •°foo°000f N• I. �� I 4041 a a a as a < o�e °< a a .,:, �,a °a a° 12 78.09 (SABRINA), 18.00' RT °° a a a aaaaaaaa�aaaaaaaaa{ P 28 + 16.00' a aaaaa , a a a d aaa a aaaaaQaaaaQa aa<aa, � 3. DRY UTILITY CROSSINGS SHALL BE PLACED ( � /., �i � �► °tea �.s � °ate -�'� °�° � ° . D �. f, ' PRIOR TO PROOF ROLL TEST FOR CURB. THE �I - ttima Z - - -- - a i - 29 12+52.59 (SABRINA), 18.00' RT 16.00' NUMBER OF CROSSINGS, EXACT LOCATIONS, �, 0 0 d DEPTH, CONDUIT TYPE, ETC. SHALL BE IN I •l�;' 8.00' I 30 12+12.59 (SABRINA), 18.00' RT 16.00' SPECIFIED BY THE PRIVATE UTILITY el I m I PUE, TYP. TYP.Io � . I I I CARRIERS. CONTRACTOR SHALL ") ! I 31 11+86.59 (SABRINA), 18.00' RT 16.00' COORDINATE. 1ill I o 34 33 32 31 30 29 28 32 11+46.59 (SABRINA), 18.00' RT 16.00' 11 $ I 11 TRACT F I33 11+21.09 (SABRINA), 18.00' RT 16.00' STREET NOTES: itI I I . 34 10+88.09 (SABRINA), 18.00' RT 16.00' O INSTALL STANDARD ADA ACCESSIBLE 1 . I I RAMP PER DETAIL 128, SHEET D2.03. /.\S-BIJIL.....T" lei lilmzuIla • 1 DATE 5/10/2023 *-1- . 0 INSTALL MONUMENT BOX TYPE PER APPFOVED CRAIG LARSON SW GRAND STREET SW SABRINA AVENUE - PLANI SCALE: 1" = 40' EXISTING SIDEWALK I DETAIL 170, SHEET D2.02. SEE SHEET 201CONNECT SIDEWALK TO CONNECT SIDEWALK TO EXISTING SIDEWALK O3 CONSTRUCT 3' ASPHALT BENCH AT END N STA:13+01.10, 23.50'L STA:13+01.10, 28.50'L OF STREET IMPROVEMENTS. in ELEV=266.66' ELEV=266.72' 1 . < I' ' SAWCUT CURB < v I , 04 INSTALL STREET BARRICADE PER SHEET < END DRIVEWAY WING TAPER , < A D2.02. RIVERSIDE < STA:13+01.10, 18.00'L ' < GUT ELEV=266.22' `; u ST \7 ART DRIVEWAY WING TAPER i b. A O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER AT SC H O LLS STA:12+98.10, 18.00'L tll, A DETAIL 141, SHEET D2.01. SEE TABLE n VI \7\ , THIS SHEET FOR DRIVEWAY v _ - - - INFORMATION. MEADOW SAWCUT PAVEMENT i 300 - _ 300 STA:13+03.65, 16.50'L f I 'GRIND AND OVERLAY650'L 6C DRIVEWAYAWCUT XI DROP. CONSTRUCT 3 CURB AT E OF / LS _ PVI STA 10+77.96 SS - SAWCUT PAVEMENT J SAWCUT PAVEMENT XS DRIVEWAY WING FOR EXISTING ELEV = 268.88 - STA:13+03.65, 13.96'L - STA:13+07.30, 14.03'L COMMERCIAL DRIVEWAY PER DETAIL PVI STA: 9+40.78 BEGIN CONSTRUCTION SAWCUT PAVEMENT 143, SHEET D2.01. SEE STREET PVI ELEV: 262.90 0 SAWCUT PAVEMENT I STA:13+07.40, 9.03'L CONNECTION DETAIL FOR STATIONING. 0 -PVI STA = 9+67.88 STA:13+03.65, 8.96'L 290 LVC 290 ELEV= 264.08 w PVI STA: 11+92.67 290 I � PR Or ~c_i 0% a N PVI ELEV: 272.97 13+i _ O EX STING ASAWCUT ISPHN. OALT CONF OCRETET DE SOUND r11��'(+ N. .`Vo r - , m Q LVC: 221 67 I / PAVEMENT AND REMOVE. SEE STREET \S�c�G I NF ` � SAWCUT PAVEMENT �� + N + N Q . 0 _ STA:13+08.59, 9.50'R:SE CONNECTION DETAIL FOR STATIONING. 8493PE l7 SAWCUT PAVEMENT w w N HIGH PT. STA: 11+65.09 L7 =Tr 00 STA:13+03.65, 9.50'R 280 Cr; j u j z 00 •0' HIGH PT ELEV: 270.50 0 soo 280 I I O8 GRIND TOP 2" OF EXISTING ASPHALT Et w > 0° > "' 0 r °+° N EX STING GRADE C� + No OREGON O ,o + o w FINISH GRADE ® u.i o SAWCUT PAVEMENT SAWCUT PAVEMENT OVERLAY TYPE 'C', LEVEL II FOR THE h 0 w + + ' u STREET CENTERLINE STREET CENTERLINE N u -5.92% STA:13+03.65, 12.50'R - �O c 13, STA:13+08.59, 12.50'R LIMITS SHOWN ON THE PLANS. SEE Ni oI u��°LU u m - u w W , I STREET CONNECTION DETAIL FOR q/G LPA' ri z 1- H °�Lu > w START DRIVEWAY WING TAPER STATIONING. II r.-.1 - v-) N w STA:12+98.40, 18.00'R I I EXPIRES: 12-31-24 270 �� _ - 270 ► 10 REMOVE EXISTING WOOD FENCE WITHIN a w �1� 3.56% �� ' V 0 7 V V N 1, RIGHT-OF-WAY AND FENCE MOUNTED 0 4 ,5% ..--- -_ / STREET BARRICADE • -_ 1` i 0 0 0 7 4 GRIND AND OVERLAY -� I SAWCUT CURB p STA:13+14.59, 16.50'R -- -° \ 1 <END DRIVEWAY WING TAPER 4 - SAWCUT PAVEMENT STA:13+01.40, 18.00'R STA:13+03.65, 16.50'R 260 i �� PROPOSED 12" STORM 260 < < <. GUT ELEV=266.22' .4 < , SW SABRINA AV E N U E E - SAWCUT < < 1< C . a _ LEGEND: aI I - -CONNECT SIDEWALK TO CONNECT SIDEWALK TO PROPOSED 8"WATER u PVI STA= 13+04.30 1*% _ EXISTING SIDEWALK EXISTING SIDEWALK PLAN AND PROFILE `� ELEV - 266.36 o STA:13+01.40, 28.50'R STA:13+01.40, 23.50'R SIDEWALK BUILT BY DEVELOPMENT N _.-------- o PROPOSED 8" SANITARY ELEV=266.86' ELEV=266.74' o ao,�a"ao SIDEWALK BUILT BY HOME BUILDER cNE' T 2250 250 SW SABRINA AVENUE STREET AREA FOR GRIND AND OVERLAY 2 0 CONNECTION DETAIL w 1 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 7.1! I 5' 5.5' 6' 20' 6' 5.5' 5' I i:1111) 3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' _J SW PLANT. BIKE LANE TRAVEL BIKE LANE PLANT. SW I PACIFIC COMMUNITY DESIGN 3 0.5' 0.5' N 5:1 MqX I 0.5'� -TC = 2 50%.02' TC 2 50%0.02' X0.5' 15 1 MAX. 0 II 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , -CONCRETE K 1 [F] 503-941 -9485 PER DETAIL 120, SHEETL D2.01. CONCRETE CURB AND GUTTER D2.01 PER DETAIL 126, SHEET D2.01. 5 PROJECT NO.: 144-001 Q NEIGHBORHOOD ROUTE - STANDARD STREET TYPE: CONSTRUCTION A PARKING BOTH SIDES N REVIEWED BY: PRE 0 N.T.S. O 0 a 0 g SCALE ii) 205 40 0 20 40 Nri o 1 INCH = 40 FEET 2 l 2 L , . J SW JEAN LOUISE ROAD EII 11111 ( iHII _'w I W 1111111111111111111111 1111111111111111111111 MI > -- -- z 3 SW GRAND STREET CONNECT SIDEWALK TO x -- _ '' __ ■. ce''' R Riverside Homes EXISTING SIDEWALKu) 11111111 w SEE SHEET 201 STA:12+84.03, 24.50'L o SW GRAND ST 0 + , ELEV=261.47' � 1 1 1 0 - N 0 .0 " '� , d' 0 CONNECT SIDEWALK TO N p A 3 0 < < < < < < < < < < < < 4 EXISTING SIDEWALK 1ST SUBMITTAL: 9/13/2021 STA:12+84.04, 19.50'L LN KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 0 ' , I < . < . < . < 4 < a < 4 <•, ELEV=261.29' raw _ m- - ' VVVV V SAWCUT PAVEMENT I - 3RD SUBMITTAL: 3/24/2022 oERLAY 11 12 13 14 15 �� 0 0 Q STA:12+86.25, 12.50'L TANDA97D.69V12 50'L 4TH SUBMITTAL: 5/5/2022 �. _=_-==�- - GENERAL NOTES: 5TH SUBMITTAL: 6/14/2022 It - ® I x SAWCUT PAVEMENT REVISIONS �® I c� Yp 1. CONSTRUCT SW 174TH LOOP PER TYPICAL D c-Q - pSTA:12+91.32, 9.47'L STREET SECTION A, THIS SHEET. z� O O O SAWCUT PAVEMENT ' c STA:12+86.25, 9.50'L X'S XSS XSE NO. DATE DESCRIPTION x1/4 ss I 2INFORMATION. SHEET FOR CURB RETURN ® i- 6‘ rn - ,�a �a,aa - �aaa I SAWCUT PAVEMENT aaa ea° ° p SAWCUT PAVEMENT STA:12+91.49,4.48'L ' . o°o:`a■anoaa� °°°° ".V °°�m °oow �' STA:12+86.25,4.50'L I 113+tri \ 0 SW 174TH LOOP L��r 1°Iv _ I o - _ 3. DRY UTILITY CROSSINGS SHALL BE PLACED \ 11+00 Willi ss II 1z+00 ss - s� �Ihy XSS I PRIOR TO PROOF ROLL TEST FOR CURB. THE \ - -- ,...la �� ' 1 - Ir�� XSD- I SAWCUT PAVEMENT -XSD XSD- NUMBER OF CROSSINGS, EXACT LOCATIONS, D SD O SAWCUT PAVEMENT STA:12+89.35, 7.50'R DEPTH, CONDUIT TYPE, ETC. SHALL BE ® iJJ IM __ XWI SPECIFIED BY THE PRIVATE UTILITY ;�r...�;,• m W �i1 STA:12 86.2 .50 R 1 II �- + 5' 7® aaaa. a';1116Nalir ,p SAWCUT PAVEMENT• °° ra ; .a. ��< , aaaaaa •, I STA:12+89.35, 10.50R CARRIERS. CONTRACTOR SHALL \ / . , sa .: .'c,.•<, ; aaaaaV1°, a�a<1Pa� iii ® -W S� SAWCUT PAVEMENTS 1 XW GRIND AND 0.50R RLAY COORDINATE. o _ -- - - -STA:12+86.25, 12.50R I- - / START DRIVEWAY WING TAPER �STA:12+97.6912.50'R 0 0 1 $O 8.00' 0 0 STA:12+81.63, 14.00R�,/ TYP. PUE TYP. / STREET NOTES: N SAWCUT CURB / 0 V V 7 7 �7 • Q END DRIVEWAY WING TAPER / STA:12+84.63, 14.0012 v 0 INSTALL STANDARD ADA ACCESSIBLE / 20 19 18 17 16 � V < < �� -41 < � < � < �Al GUT ELEV=261.06' / 4 < �I < < < < v RAMP PER DETAIL 128, SHEET D2.03. � o a OAo • / / < < < < < < 2 INSTALL MONUMENT BOX TYPE PER �y� ///TRACT A - - - - ■, CONNECT SIDEWALK■To DETAIL 170, SHEET D2.02. ,�'` 7 CONNECT SIDEWALK TO EXISTING SIDEWALK P GE As_BuiLT EXISTING SIDEWALK / STA:12+84.63, 24.50R 644 O6 CONSTRUCT RESIDENTIAL DRIVEWAY PER DATE 5/10/2023 / STA:12+g4.63, 19.58'R / - // ELEV=261.55' ELEV=261.61' DETAIL 141, SHEET D2.01. SEE TABLE I I I I I I HIS SHEET O OR DRIVEWAY APPROVEDCRAIG CARSON 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 07 SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE MEADOW PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. DRIVEWAYS STATIONS 290 O8 GRIND TOP 2" OF EXISTING ASPHALT E + co o `+ PVI STA: 11+66.18 0 0 290 LOT STATIONS WIDTH o �i PVI ELEV: 263.05 + OVERLAY TYPE 'C', LEVEL II FOR THE II N �� N 'Q' N K: 20.00 I- 011 11+37.54 (174TH LOOP), 14.00' LT 16.00' LIMITS SHOWN ON THE PLANS. II N > CVC: 54.71 Z a 7D `^ w > J - J BVCS: 11+38.83 00 1- N 10 REMOVE EXISTING WOOD FENCE WITHIN 280 a w ``' CL "' BVCE: 262.71 z j " 12 11+71.04 (174TH LOOP), 14.00' LT 16.00' O RIGHT-OF-WAY AND FENCE MOUNTED EVCS: 11+93.54 280 w STREET BARRICADE r�p� EVCE: 262.63 °O "' 13 11+95.04 (174TH LOOP), 14.00' LT 16.00' �� PRFFi HIGH PT. STA: 11+63.15 84963PE� HIGH PT ELEV: 262.86 14 12+37.04 (174TH LOOP), 14.00' LT 16.00' A 15 12+61.04 (174TH LOOP), 14.00' LT 16.00' -� r 270 L_ 270 v OREGON �nH�� LEGEND: o S1 REET CENTERLINE 16 12+61.04 (174TH LOOP), 14.00' RT 16.00' C,1jj eh 13, 1.47% 2 l 17 12+37.04 (174TH LOOP), 14.00' RT 16.00' SIDEWALK BUILT BY DEVELOPMENT '7/C L. k-P 8- J -1.52 SIDEWALK BUILT BY HOME BUILDER EXPIRES: 12-31-24 ° 18 11+92.04 (174TH LOOP), 14.00' RT 16.00' 260 2.35° _ _ - - - - - - - - � - - - - - - - - 260 _ _ _ _ _� ��- AREA FOR GRIND AND OVERLAY �� mum EXISTING GRADE: C 19 11+68.04 (174TH LOOP), 14.00' RT 16.00' STREET CENTERLINE 20 11+34.54 (174TH LOOP), 14.00' RT 16.00' - PROPOSED 12" STORM PROPOSED 8"WATER 250 I I 250 SW 174TH LOOP 0 PROPOSED 8" SANITARY PLAN AND PROFILE E - a v co N 240 240 10+50 11 +00 12+00 13+00 13+75 R/W R/W O 0 8' 28' PAVEMENT 8' LU Lu I SW 174TH LOOP - PROFILE PUE 5' 5.5' 8' 12' 8' 5.5' 5' I PUE SW PLANT. PARKING TRAVEL PARKING PLANT. SW 3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0.5' L0.5' a I 0. 5' - TC= CL+ 0.07' TC= CL+ 0.07' - 0.5' O 5'1 MAX, 2.50% 2.50% 51 MAX' J r� �� I- ...--- Filmillii,---- PACIFIC COMMUNITY DESIGN 3 -CONCRETE SIDEWALK 1 D2.01 CONCRETE CURB AND GUTTER PER DETAIL 120, SHEET D2.01. I PER DETAIL 126, SHEET D2.01. 12564 SW Main Street 0 N Tigard, OR 97223 O o LOCAL RESIDENTIAL - SKINNY STREET [T] 503-941 -9484 N B [F] 503-941 -9485 PARKING ON BOTH SIDES 0 N N.T.S. PROJECT NO.: 144-001 SD Q TYPE: CONSTRUCTION U) REVIEWED BY: PRE 0) C 2 0 0, 0 i SCALE 40 0 20 40iiD 206 Nr % - - o - - - a 1 INCH = 40 FEET z J L , 1. , 1. , , . 1) SW JEAN LOUISE ROAD 0 Lu - w Q Z J Lu M = z = a a ,, , o 7- z o , - z a u 3 it o R-1 Riverside Homes •I f I:I :I �' as i �/ _ SW GRAND ST J w 1 r� r� �i as I 1 ° X } o - Im ° - - - - 3 I Q \ Q \ < Q Q a 1 1ST SUBMITTAL: 9/13/2021 aqua < � < < < � < � < � < < ` �_� KEY MAP0 2ND SUBMITTAL: 1 /27/2022 < Q p 1 2 Av 3RD SUBMITTAL: 3/24/2022 GRIND AND OVERLAY u) a 4 5 7 0 V 0 V 0 SAWCUT PAVEMENT STA:2+15.71, 12.5012 ) 4TH SUBMITTAL: 5/5/2022 baa 1 n STA:2+26.25, 12.50'R - GENERAL NOTES: 7 -_\ •� 5TH SUBMITTAL: 6/14/2022 I • I MI I 1. CONSTRUCT SW 172ND AVENUE PER TYPICAL REVISIONS 3 8.00' -YP. © ° �I° aa I PUE, TYP. 0 0 SAWCUT PAVEMENT - SAWCUT PAVEMENT STREET SECTION A, THIS SHEET. © O --� - - - -1-- - - - , k , -y - -- - SS STA:2+'6.25, 9.50'2 S ( �STA:2+19.61, 9.4TR-XS 2. REFER TO CR5 SHEET FOR CURB RETURN NO. DATE DESCRIPTION 3 , ° l �/ - • - - PGE INFORMATION. % 77 7 ,d • .. .;<, ..,- .<,. .p;,,,,,, <aa =aaa<,aaaaaaQaaa • oSAWCUT PAVEMENT SAWCUT PAVEMENT L-� STA:2+26.25, 4.50'R ° I it °��` mm� # �` I STA:2+19.52, 4.50'R 3. DRY UTILITY CROSSINGS SHALL BE PLACED SW 175TH AVE PRIOR TO PROOF ROLL TEST FOR CURB. THE o ! ° ' o SS SS - SS ©I . • ° i I - SD SD- - I OIlipvl SAWCUT PAVEMENT 1 fD XSE NUMBER OF CROSSINGS, EXACT LOCATIONS, 4+00 N ® W +� N I I v + STA:2+26.25, 7.50'L 1 DEPTH, CONDUIT TYPE, ETC. SHALL BE 0 I I UTILITY 000 ooe 00000 /mm 000000 �,\�v '/ �'000000 `o`/ \ CONTRACTOR SHALL SPECIFIED BY THE PRIVATE \�e ° ` °�maa °\ , a a gm�` °9°1_<_< SAWCUT PAVEMENT - --- SAWCUT PAVEMENT CARRIERS. aa ^a`a .114.,°,`, .'<°<-.... .,......-,1. " aaaaaa a tea` W yV-STA:2+26.25, 10.50'L W m STA:2+16.71, 7.50'L COORDINATE. 1 3 3 Illi o 5 i . r SAWCUT PAVEMENT • = O 0 110 O v, STA:2+16.71, 10.50'L_ I 0 I ' TYP. �� SAWCUT PAVEMENT-° 1� STREET NOTES: I 0 v v v 7 STA:2+26.25, 12.50'L p\ �( m ° I V/ GRIND AND OVERLAY 10 9 8 7 6a < a a `J a v a < a < < STA:2+15.71, 12.501 0 INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03. ] < < < < < < < ' • I ° Q < n Q \ < < < < A 2O INSTALL MONUMENT BOX TYPE PER - v ° o DETAIL 170, SHEET D2.02. _ •' I ° __ CONSTUCT X X AS-BUILT ) .i. i�. +�., I I j O DETAIL R 41, SHEET ED2I01.NTAL DSEE TABLE VEWAY PER DATE 5/10/2023 - THIS SHEET FOR DRIVEWAY APPRO� CRAIG LARSON SW GRAND STREET SW 175TH AVENUE - PLAN INFORMATION. SEE SHEET 201 SCALE: 1" = 40' SW 175TH AVENUE STREET 0 SAWCUT MIN. OF 1-FOOT INSIDE SOUND CONNECTION DETAIL EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE SCALE: 1" = 10' FOR STATIONING. RIVERSIDE O8 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 DRIVEWAYS STATIONS RIGHT-OF-WAY AND FENCE MOUNTED HIGH PT. STA: 2+76.52 - STREET BARRICADE HIGH PT ELEV: 262.34 LOT STATIONS WIDTH c,iNI ^ PVI STA: 2+79.37 N N 280 - �- - Ln P. - 280 1 2+51.51 (175TH AVE), 14.00' RT 16.00' PVI ELEV: 263.04 ,o • FINISH GRADE @ M c N •0 + N K: 20.00 + N STREET CENTERLINE M N w LVC: 105.70 N u p Z 2 2+76.51 (175TH AVE), 14.00' RT 16.00' LEGEND: > w m� u U > s^L v in ce _ 6 2+48.51 (175TH AVE), 14.00' LT 10.00' - • SIDEWALK BUILT BY DEVELOPMENT ///,, PR \ cmc � � o ' �:, ri N (Nz 7 2+70.51 (175TH AVE) 14.00' LT 16.00' SIDEWALK BUILT BY HOME BUILDER 8496 PE O p N u N 0 _ - o� Os• ON. NNo 'O Q 11 a II u °O o ' + + F- F z 8 3+11.51 (175TH AVE), 14.00' LT 16.00' c•I � a; �,., o �_ > u, > - AREA FOR GRIND AND OVERLAY 270 cM�• v °� 11 N II N > -1 > _I Imo; 270 o OREGON II c�I Q N 11 II a w a w CO 9 3+33.51 (175TH AVE), 14.00' LT 10.00' - ch 13 ti� I 11 i_ II II N > 1 ) > "' w > d a w a w 1 10 3+64.01 (175TH AVE), 14.00' LT 16.00' '1/C L. L' a 4� a ``' \ EXISTING GRACENTERDE � / STREET LINE EXPIRES: 12-31-24 I 111.1 i 260 - - - o , I 260 C 0' 1.10' _ 2.74% - - _III2.50% SW 175TH AVENUE o a 111111111111.1.."- PROPOSED 12" STORM -PROPOSED 8" WATER PLAN AND PROFILE N I Co 6 250 PROPOSED 8" SANITARY 250 0I R/W R/W 247 247 52' R.O.W. 4+50 4+00 3+00 2+00 1 +25 28' PAVEMENT 8' N 8' Lu NPUE I 5' 5.5' 8' 12' 8' 5.5' 5' i P U E 0) SW 175TH AVENUE - PROFILE _J SW PLANT. PARKING TRAVEL PARKING PLANT. SW a LJ HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0.5' L0.5' I z 0.5' - - TC = CL+ 0.07' TC = CL+ 0.07' - 0.5' I MAX Q 5:1 MAX. 2 50% 2.50% 5.1 -- L- ___ F!......,..,iii, _._ Co PACIFIC COMMUNITY DESIGN -CONCRETE SIDEWALK 1 D2.01 CONCRETE CURB AND GUTTER Co PER DETAIL 120, SHEET D2.01. PER DETAIL 126, SHEET D2.01. 12564 SW Main Street N Tigard, OR 97223 LOCAL RESIDENTIAL - SKINNY STREET [T] 503-941 -9484 N B [F] 503-941 -9485 PARKING ON BOTH SIDES N.T.S. 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION o REVIEWED BY: PRE 0) C 2 0 o Co SCALE ii) 207 40 0 20 40 E 1 INCH = 40 FEET z J L , . 1) SW JEAN LOUISE ROAD - - ( • I O UJ a LL Q Z_ J M = a UJ _ _ �- a a a - oz FLr, —,_ 7 f Z Z - N - K _ u N J ` c, R-1 Riverside Homes SW GRAND ST 2 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 171ST AVE SW TREE FARM TER REVISIONS 1. CONSTRUCT SW NORWAY LANE PER TYPICAL SEE SHEET 203 SEE SHEET 209 STREET SECTION C, THIS SHEET. �] i "- I I NO. DATE DESCRIPTION 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR I I 73 62 CURB RETURN INFORMATION. Y.DD D Ia=�"� D I PI ^ :;:t4,:. W _�bV 0 3.00' 5.00' w u5.00' 3.00' ;"; N o PUE, TYP.63 PUE, TYP. II r g lvv, I PUE, TYP. 72 Pula.. ; O DD ,.[ J 3 LU l 3. DRY UTILITY CROSSINGS SHALL BE PLACED PRIOR TO PROOF ROLL TEST FOR CURB. THE L_ -� - - /�/ ~ ��\sL1 — — — — — _ I < NUMBER OF CROSSINGS, EXACT LOCATIONS, � %oo 000a 000000000 .0000400 0000000 pp0O00y I a DEPTH, CONDUIT TYPE, ETC. SHALL BE ° 0 s +1SPECIFIED BY THE PRIVATE UTILITY o 1+00— • D ss n— —`+y — I _ —� Q CARRIERS. CONTRACTOR SHALL v'; , . '& w 4' COORDINATE. w 74,44,,,.„ OaDD OO V�v cvVI/0v v v[V[ D /l 0000-0000.00 000 000 obo. a�r1000 :Ivvvvv - - - -- a - SW NORWAY LANE _ _ 1- I 3 °I r- - 3.10' A, NO i' 3 I PUE, TYP. °I• LEGEND: N Ln 64 65 66 67 68 69 70 71 ° SIDEWALK BUILT BY DEVELOPMENT W W V " SIDEWALK BUILT BY HOME BUILDER (,F, w w I :.I i: . ...., AS-BUILT V •I , . - DATA 3 Apppp� /CRAIG LARSON 2023 � STREET NOTES: SW NORWAY LANE — PLAN 1A INSTALL CURB TIGHT STANDARD ADA SCALE: 1" = 40' ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03. 02 INSTALL MONUMENT BOX TYPE PER RIVERSIDE DETAIL 170, SHEET D2.02. PVI STA: 2+26.80 0 INSTALL STREET BARRICADE PER AT S C H O L LS PVI ELEV: 267.93 SHEET D2.02. K: 30.00 MEADOW 300 i_� LVC: 51.20 _ 300 ,911gIN PT. STA: 2+33°,,. 30 o LW/ PT ELEV: 268630j + N Uj + N Ni .. U N I N u N u U > u > w 290 > Q W 290 Qa a F , N °.o O ///P- 1314I NFFN z u 493PE �� N >i— H 0 0 0 0 280 aw w � ON I ZMN 280 0 o OREGON , N N II U II II Ch O Z-H rl J FINISH GRADE ® —z I- w ,9/ 13, - "' "' W S-REET CENTERLINE G L. LP 270 - _,=---_,=--- -1.08% _ - 0.62% 270 EXPIRES: 12-31-24 _ 1 — — —7. , — • p - -- -N_ PROPOSED 8"WATER 260 - PROPOSED 12" STORM PROPOSED 8" SANITARY STREET CENTER INE 260 SW NORWAY LANE 0 00 Q 255 255 PLAN AND PROFILE 0+75 1 +00 2+00 3+00 4+00 4+25 N _ SW NORWAY LANE — PROFILE s3 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' : 2 R/W R/W N 31.0'TRACT wi wi N 20' PAVEMENT 0) I 3 5' 10' 10' 5' I Le) III TRAVEL TRAVEL } 0.5 I i I 0.5 I I ri i i, c 2.50% mi. � PACIFIC COMMUNITY DESIGN 3 0 6"THICK CONCRETE SIDEWALK all PAVEMENT PER DETAIL 120, SHEET D2.01. D2.01 SECTION TYPE A MOUNTABLE CURB 12564 SW Main Street o TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 Tigard, OR 97223 PER DETAIL ON SHEET DTL2 [T] 503-941 -9484 •PRIVATE STREET - SIDEWALK BOTH SIDES [F] 503-941 -9485 N.T.S. PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION a REVIEWED BY: PRE 0) c 2 0 0 g SCALE 40 0 20 40 (;) 208 . o m m m a 1 INCH = 40 FEET z . , L , , J -11._ SD ..__ ..__ SW JEAN LOUISE ROAD ID I `�� XSD-FACE OF CURB XSD SEE 171ST CONNECTION DETAIL !y� ► A A ON SHEET 203 FOR WATER LINE , XNREMOVE AND REPLACE EXISTING XW_ o CONSTRUCTION WITHIN ROW L. el STANDARD CURB PER DETAIL 125 SHEET D2.01 GSX w a _ _ I I a STA:3+16.49, 80.19'LI � - a a - , GUT ELEV = 266.47' N N - FACEOFCURB ° °° p ° ' ° .3 �J� ce m °° es p REMOVE AND REPLACE EXISTING °° ° p c. �, 3 o - STANDARD CURB PER DETAIL 125 SHEET D2.01- ° P_GE ° ° ,, V --r Riverside � � � STA:3+13.51, 77.19'L 1 II, SAWCUT PAVEMENT =\� SW GRAND ST o GUT ELEV - 266.52 _1- OP o - �� ce 1 i� STA:3+16.51, 80.21'L > - I SAWCUT PAVEMENT I . SAWCUT PAVEMENT 1ST SUBMITTAL: 9/13/2021 STA:3+13.51, 77.19'L STA:3+16.51, 41.21'L SAWCUT PAVEMENT I I SAWCUT PAVEMENT KEY MAP ® 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 4TH SUBMITTAL: 5/5/2022 SAWCUT PAVEMENT I END CONSTRUCTION OF NEW 5TH SUBMITTAL: 6/14/2022 57 STA:3+10.01, 41.21'L MOUNTABLE CURB SAWCUT AND I56 GENERAL NOTES: REVISIONS 59 58 FACE OF CURB I I TIE INTO EXISTING MOUNTABLE CURB BEGIN CONSTRUCTION ON I CONTRACTOR TO VERIFY WIDTH ON SITE 1. CONSTRUCT SW TREE FARM TERRACE PER STA:3+19.51, 41.21'L TYPICAL STREET SECTION C, THIS SHEET. STANDARD CURB PER I GUT ELEV = 265.79' NO. DATE DESCRIPTION DETAIL 125 SHEET D2.01 1 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR STA:3+10.01, 41.21'L I1 SAWCUT CURB CURB RETURN INFORMATION. GUT ELEV = 266.34' I \\ G , END CONSTRUCTION OF NEW I I o IUTSTA:3 ELEV+19.51= 26526.50.66''L 3. DRY UTILITY CROSSINGS SHALL BE PLACED STANDARD CURB SAWCUT AND I PRIOR TO PROOF ROLL TEST FOR CURB. THE TIE INTO EXISTING MOUNTABLE CURB �� ; NUMBER OF CROSSINGS, EXACT LOCATIONS, STA:3+18.01, 29.28'L 1 I DEPTH, CONDUIT TYPE, ETC. SHALL BE • - GUT ELEV = 265.96' 42 ♦♦♦ GRIND AND OVERLAY SPECIFIED BY THE PRIVATE UTILITY �� STA:3+35.51, 26.50'L aaa aaaaaa aaaaaaaa a aaaaaaa a a)aa aaa'aaaa'aaaa a aaa a /i CARRIERS. CO NTRACTOR SHALL�� SAWCUT LINE ALONG EDGE OF _ � COORDINATE. EXISTING MOUNTABLE CURB SS ss SS - ' O �� 8 SAWCUT CURB _._ : sr sr s[7 ._. I `♦�♦�♦� STA:3+19.51, 26.50'R ♦�♦�♦�♦� GUT ELEV = 265.16' M M M M �♦��• LEGEND: a ✓ a 'a a a Na ♦♦♦. a a a a a a a a a a a a 41 a4,,, GRIND AND OVERLAY a a a a aa a a �4.<14`1.1'1 .<1.4°4°.414°<°4 aaaaaa a a ♦♦♦.♦ I• -! V . e -- u ® r - - 1 a a a a a a a aaaa .a .a a a a a a a a . 44 _ _ _ _ _ _ _ 11�1 0 _ --_ __ _ ___ END CONSTRUCTION OF NEW ♦♦♦� STA:3+35.51, 26.50'R SIDEWALK BUILT BY DEVELOPMENT ®V � - • x ® • ® , x STANDARD CURB SAWCUT AND 1 �♦�♦�♦�♦ SIDEWALK BUILT BY HOME BUILDER 111 o • TIE INTO EXISTING MOUNTABLE CURB �� AS-BUILT Lai 'IQ ; I I I x �� END CONSTRUCTION OF NEW 1 I STA:3+18.01, 29.28'' I - DATE 5/10/2023 GUT ELEV = 265.42' MOUNTABLE CURB SAWCUT AND AREA FOR GRIND AND OVERLAY ai; I 57 1 I I o I I [11111' TIE INTO EXISTING MOUNTABLE CURB APPR CRAIG LARSON 63 62 61 60 59 58 56 I , + x FACE OF CURB CONTRACTOR TO VERIFY WIDTH ON SITE- 1 BEGIN CONSTRUCTION ON I (- STA:3+19.51, 41.21'R O 3.00' 1 1 ' ; STANDARD CURB PER m GUT ELEV = 265.03' 1 P E, TYP. I DETAIL 125 SHEET D2.0 1 1 I liii STA:3+10.01, 41.21'Ro GUTELEV = 265.59' ISW TREE FARMx INSTALL STANDARD ADA ACCESSIBLE RAMP RIVERSIDE TERRACE - • 76 77 78 79 I m I PER DETAIL 128, SHEET D2.03. AT SCROLLS ii�i'i� I "s M nA _ M M � ►�`�.•. SAWCUT PAVEMENT +� •aaa°077:aaa aaaaa fl daaaa, aaaQa aa111!11aa Qaa01 1:1a;aaaaaaa;<1'4 4.aaaaaa'14 . 4 I '-- -i- - - -- , �' 1%%%� x o STA:3+10.01, 41.21'R I MEADOW �. - I x O 3.00' FOR SW TREE FARM m PUE, TYP. CONNECTION TO EXISTING SAWCUT PAVEMENT o N r STA:3+18.01, 41.21'R PRIVATE STREET SEE SW m TREE FARM CONNECTION o 1 72 73 74 75 76 77 78 79 DETAIL AND EXISTING x PRIVATE STREET CROSS SW TREE FARM CONNECTION DETAIL i-r I SECTION EC, THIS SHEET. 1 a _ SCALE: 1" = 20' PRof ■ o a I all r I ,�,�+ � PORTION OF EXISTING PARKING TO BE ��F,�G I NFF� F-11La - • I m .3 - REMOVED FOR SW TREE FARM CONNECTION 963PE • - fa- t SEE CONNECTION DETAIL, THIS SHEET. SW NORWAY LANE SW TREE FARM TERRACE - PLAN B/L PL PL o„ OREGON SEE SHEET 208 SCALE: 1" = 40' 5.5' 25.5'TRACT nizk C� oh 13, ti ITRACT 19' PAVEMENT xl/C L. k-P I I I I I 8' 9.5' 9.5' I EXPIRES: 12-31-24 PA�KING TRAVEL TRAVEL 0.500[-- f I - I--0.5000 I I I VI r2.50% a0 CONCRETE CURB \ PAVEMENT SW TREE FARM 0 un o SECTION TYPE A MOUNTABLE CURB 0 0 � r-: M '0 es,I PAVEMENT TERRACE CO • 03 +N r"� M r N �� (.4 MLi, M ul M SECTION ON Q II N II o N " - II g N N 290 TYPE B MOUNTABLE CURB- PLAN AND PROFILE 290 > T W N > N > t n > w - W - w a Lu EXISTING PRIVATE STREET - PARKING ONE SIDES 0 N N.T.S. LU Lu Lu I 280 - 280 0) 3 0 w U L( FINISH GRADE Lu STREET CENTERLINE - EXISTING GRADE ® 270 STREET CENTERLINE 270 LU c - - - - - - -_ - - --�229b- - - - _ _ -0.91% 11:11:.•••----,411i1) A _ _ _ O R/W Riw PACIFIC COMMUNITY DESIGN i- L 31.0'TRACT j F. _ I Iv�.l 2.50% 20' PAVEMENT 12564 SW Main Street N _ SVA-ER I I O 260 -� - - ••i" a :" 260 I 5' 10' 10' 5' I Tigard, OR 97223 0 = TRAVEL TRAVEL PROPOSED 12" STORM V _ I [T] 503-941 -9484 7<, 255 PROPOSED 8" SANITARY- 255 0.5 I I 0.5 [F] 503-941 -9485 0+75 1+00 2+00 3+00 3+50 I 2.50% Mom - i PROJECT NO.: 144-001 s9TYPE: CONSTRUCTION Q 6" THICK CONCRETE SIDEWALK S PAVEMENT PER DETAIL 120, SHEET D2.01. D2.01 SECTION TYPE A MOUNTABLE CURB CD SW TREE FARM TERRACE - PLAN TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 REVIEWED BY: PRE .� PER DETAIL ON SHEET DTL2 SCALE: 1" = 40' 0. PRIVATE STREET - SIDEWALK BOTH SIDES O N.T.S. o SCALE 0 0 20 40ii) 209 i o 1 INCH = 40 FEET z l , L , , J SW JEAN LOUISE ROAD a I, , CLASS 100 RIPRAP o STA:0+70.00, 3.50'L Q — — M _ � a > > —_ o CLASS 100 RIPRAP ^ � r. z 2 � = Z STA:0+86.66, 4.55'L 3 ��,., N _ Y R/W PL R/W PL R/W PL CLASS 100 RIPRAP I 1 �- 3 N —' - R Riverside Homes TRAIL ALONG STORM WATER BERM VARYING TRAIL CORRIDOR TRAIL ALONG STORM WATER BERM STA:0+70.00, 3.50'R �' a I CLASS 100 RIPRAP STA:0+92.53, 5.00'L — SW GRAND ST CLASS 100 RIPRAPHi I I CLASS 100 RIPRAP �� & - I T I I I I VARIES I STA:0+85.75, 3.71I I I I I I 'R I STA:1+08.76, 4.38'L 3 1ST SUBMITTAL: 9/13/2021 0 °.�• \ - -CLASS 100 RIPRAP KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 I TRAIL I 5. I TRAIL I CLASS 100 RIPRAP ��''• STA:1+16.60, 3.84'L- _ 3RD SUBMITTAL: 3/24/2022 I �MPX 3'1 M I 1 MAXMTRAIL I I 3 PX' 31 �,�� 4TH SUBMITTAL: 5/5/2022 3. qX I I I •\NO* MqX I STA:0+92.58, 5.00'R x• 41' CLASS 100 RIPRAP 5TH SUBMITTAL: 6/14/2022 �f` � STA:1+25.85, 3.50'L CLASS 100 RIPRAP .. �..�, - _ GENERAL NOTES: CONCRETE SIDEWALK L CONCRETE SIDEWALK SEE OVERFLOW - - _ STA:1+03.77, 5.00'R � , — - REVISIONS PER DETAIL 120, SHEET D2.01. PER DETAIL 120, SHEET D2.01. DETAIL, SHEET 311. a . 1. CONSTRUCT TRAILS PER TYPICAL SECTION I—� 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. D1 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 TRACT G STA: 0+24+50 TO 1+63 STA:1+19.12, 3.90'R RIP RAP WIDENING DETAIL SCALE: 1" = 20' LEGEND: w SIDEWALK BUILT BY DEVELOPMENT cc ~ 290 EME SIDEWALK BUILT BY HOME BUILDER 290 0 o X4414444°.4S444S e� ,___ g J `^ 1 iv ' VT 3 °°° ovoo �' Imo, 'vv I vv , W .-. o a 0 ,��,,•,� ° °v° ,s1 �wr,Y'i��!4 � „ .00 vvo, • �K� t+tft 22 N (.7) 10'10 0 ss — :: 0 ° ' • I�j \ I � J � 0 M - Z a 0 • O I- Q J o as M as 124.00 2 00 13+00 SW GRAND STREET \ TRACT A .„I 280 �"`� M °; 280 — I /� _ _ _ , as - 5' X 5' ADA LANDING AT- w v _ _ _ _ _ _ _ __ _ • ~ r`l~ As_BuiLT • W w - w ��` INTERSECTION OF ;:� " N "' i t � \ so4x00 .• \\ � TRAIL AND PATH. SEE I w Z Ni .^c " ° N so o Ln i. �, S ��\ CR SHEETS FOR DETAILS I a o0 4- " > J N >5 .ol. N DATE 5/10/2023 r -- _- _ I vv Z J II II > �- w > J,,, II APPROVED CRAIG LARSON 5' X 5'ADA LANDING AT TRACT - '/ sp \� __ • m H H wce ii ii � a a w I INTERSECTION OF 11, • • Q 270 1- v, v, w ZNt~/1W 270 I I TRAIL AND GRAND AVE ; I I SIDEWALK. SEE CR / ` / ' I I SHEETS FOR DETAILS. SEE WATER QUALITY POND OVERLOOK - * . / ` r, ,*.ii \ 5 00 !! 4.1 .1 I I GRADING PLAN ENLARGMENT, SHEET L3.02. / %/ ''• 16+00 x- 1.81% ' -- -5� I 12'WIDE PAVED FACILITY ACCESS // o+ e � ' -1-- 1.80% 1.24% RIVERSIDE gikTRAIL - POND ROAD SEE SHEET 311 FOR , UI- 26O 26O "`�,4�,� \ - - - - - - - - - CONSTRUCTION INFORMATION - 4 TRAIL - TRACTG \ CC I j AT C H LLC _ _ FINISH GRADEC� ✓� O �+� - - - - - _ r • ° °NIL �� ~ W STREET CENTERLINE aE�k:��.� �� -2-1-00. _ — - - - _ I III �'��4 � �7 rile' �s�,4�. .r. �{ EXISTING GRADE @ MEADOW � . __. ---. .....vim....,� �l�� -4+6 4� t TRACT G -5'X 5'ADA LANDING AT �� J w STREET CENTERLINE `��_�.�escm. 5�OOs4� INTERSECTION OF TRAILS Q w 250 250 - SD - �c- 'ii-i�%. ,--r . 0+75 1+00 2+00 TRAIL - TRACT G - PROFILE TRAIL - POND AND TRACT G - PLAN HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SCALE: 1" = 40' F.�GINE-4,;/ C963�PE o,, OREGON 0 o6 13, E � izk xl/C L. kph' 300 300 EXPIRES: 12-31-24 I- W � W w r 290 W 0 ^ z 290 TRAIL POND Et IYLLI C7 CO N z Ce E Y p z u M cc 0 " TRACT G Q a Z O d O N- ."D N , a d' • N W 0 a I- so Lb so in OI- J o o " N J J II N II N o PLAN AND PROFILE 280 Q 1 V1 d � ^ M Q Q � II � II � M 280 p O ' M s- q .6 so en -1- H i- N W Ln W W '4 Ln O O -7 Ni O ( O O O 00 ''0 00 '0 Ln , Ln , Z '0 N N I d W d W Z oo so a �, N O O 0'• + Ln O •O O + O� I I N I I N 0 N + 'p o 00 N. O O ^ N O CD ,n II a OZ Ni Ni O + 0 00 -1- Lu O 00 II N II N ,- Li, Ln Q " N II N W so N J II,- 1I O Z N O+ co a N i_ II II aII " a " N > > J > J III II ce a Q W 270 Ouo+ ON < II � w � w II N II J aw CL 1.1.1 � aaw H � v~iw > - > > � W Z � 1J 270 LwLI J II II II - W d W d W - W - W V1 N W v> a a a W d W d W d W �� I CD Hix) tr)i w - - FINISH GRADE@ - - - - 73.82j - - - a STREET CENTERLINE 4.50% _1.50%= 4.50% _. - - - -3.4-2%- - 3 82% _ - PVI STA = 5+76.17 260 17,........imiiii) 4.48 o \ - _ 4.48° 50% 0.00% 4.50°° - - ° ELEV = 262.86 -1.16% v _ _ _ 00 4 - PVI STA = 5+63.45 1.50/ PACIFIC COMMUNITY DESIGN EXISTING GRADE @ - - ELEV = 262.67 56' BERM OVERFLOW SEE RIPRAP _, , _ - - -- , STREET CENTERLINE _ _ __ - ' - o WIDENING DETAIL THIS SHEET AND - , , - - _ _ _ _ - - - - - - - - - - 12564 SW Main Street N 250 SEE SHEET 311 FOR DETAILS 250 O Tigard, OR 97223 -0+25 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 [T] 503-941 -9484 N [F] 503-941 -9485 N TRAIL - POND - PROFILE } HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PROJECT NO.: 144-001 s0 Q TYPE: CONSTRUCTION io REVIEWED BY: PRE 3 2 0 0. 0 SCALE 40 0 20 40G) 2 1 0 i 1 INCH = 40 FEET z SW JEAN LOUISE ROAD VVV 3 qg � i I { I 3 ME I o I 63vv l 72 I - 80 Ptii n I ^ O 36 �, Irv, I 47 I I I___ - - -- �� sz — F a a o o r.. 11 �' v°� vvvvv o� �'°vvvv °°°°°° I a Z Luz I 111 i IP 7 0 1 . J+U N 111 _____ SS -o SS Lu y7°° 1 -1 jai 1�D f � 3 Riverside Homes llI w L w ':i: wIMEEPV, ', 0000 00000 ove eoeee 000°o °vl _ SW GRAND ST L 49I. - 35 I o �' " I 48 I ..c- r - I. z ) I I . 1 �) a tiIA ` 1 8701r I: o I 1ST SUBMITTAL: 9/13/2021 3 KEY MAP 3/24/2022 2ND SUBMITTAL: 1 /27/2022 m, 66 67 68 69 70 71 3RD SUBMITTAL: ` 64 65 I U SW GRAND STREET 19+00 20+00 20T75 4TH SUBMITTAL: 5/5/2022 Q 17+00 18+00 I 5TH SUBMITTAL: 6/14/2022 • GENERAL NOTES: +— S�� S�r � SD SDSD I REVISIONS N _ — W w w- N W W I I 1. CONSTRUCT TRAILS PER TYPICAL SECTION tai F- W , w . . w � �� `I k�3 I D, 0 W u/ M L.i - - - - - - ,t c31+100 ��i♦��—��1 1 i THIS SHEET. - - - TRAIL - TRACT E MID --i . w_. NO. DATE DESCRIPTION Z I 9® � _TRAIL TRACT F MID--<--, AET F -- - - `S I _ 3+861 -TRAZ7-E �� 3+00 ` 2. REFER TO CR3, CR4, AND CR6 SHEETS FOR aW ` C, ...,,,,„. 0c,2+0 r' " =+00 •,- s rl I I TRACT D - I I - I CURB RETURN INFORMATION. , w 7 I TRAIL - TRACT F I - �I I TRAIL - TRACT E ` I V1 ,T I47t I - - 5' X5'ADA LANDING AT -5' X5'ADALANDINGAT 5' X 5'ADA LANDING AT INTERSECTION OF TRAILS 5'X 5'ADA LANDING AT INTERSECTION OF TRAILS INTERSECTION LANDING AT Ce CTION OF INTERSECTION OF 5'X 5'ADA LANDING AT INTERSECTION OFINTERSECTION OF TRAIL AND 171ST LEGEND: TRAIL AND PATH. SEE TRAIL AND PATH. SEE 5'X 5'ADA LANDING AT- CR SHEETS FOR DETAILS TRAIL AND PATH. SEE I INTERSECTION OF SIDEWALK. SEE CR CR SHEETS FOR DETAILS TRAIL AND PATH. SEE SHEETS FOR DETAILS. CR SHEETS FOR DETAILS I CR SHEETS FOR DETAILS SIDEWALK BUILT BY DEVELOPMENT ENSE SIDEWALK BUILT BY HOME BUILDER TRAIL - POND AND TRACT G - PLAN SCALE: 1" = 40' 300 300 300 300 /.\S-BUILT' R/W PL 0 0 VARYING TRAIL CORRIDOR DATE 5/10/2023 APPROVED CRAIG LARSON cc w LL w Ii LL. w Ce F- I— I— WF- F- ^ I I I— VI Q Q MQ U U I 1 290LL 0 i_ Z o Z 290 290 o 0 290 _ < N O C7 Ln J J O .D O rz - J J O N CC:,); O Cr?: 5.1 5' 1 cc I— Ln O. Ct cc Lr; MOL�r'f0 F- J Q Q + oo � so ,— ,..0 NIAX. o , w + I- + + O Ir Ir .O u N u N 1 TRAIL 1 1- _1 .O N � " .0 M � F- J ^ ~ ~ " " Q Q RIVERSIDE II N Z M O O II N II N z Q M Z M O O 1- II II II 1 Z Q In O O N L � .o O Q II O � Ln >i_Lj `i' w 280 Ou °O O v, w w �+ o+ N `n w `" w w 0 280 280 u Ni o N a> w LH 0- w a w 280 CONCRETE SIDEWALK AT SC H O LLS z .0 o `O > J &I (NI `- II aw 5wza°s.• vWi "I II PER DETAIL 120, SHEET D2.01. z !- W w II II > z ' ec II II O 7 .O N ~ F- F- J O M O• N Q Q W II zNNW MEADOW J II II > I 7t Q Q w -7 H H FINISH GRADE C D1 5 TRAIL F- v~i v~i w F- v `n W STREET CENTERLINE 270 270 0 ° °I 270 270 5x'.99 2.99% -1.96% - .5 '° 1.00% _ -1.46% ___ __ __ __ _ - - - - ___ ___ _- - --Vec - - - - -3762r - - - .\ PVI STA = 2+34.93 EXISTING GRADE @ EXISTING GRADE ELEV = 267.90 STREET CENTERLINE STREET CENTERLINE 260 FINISH GRADE C@ 260 260 260 PR( � STREET CENTERLINE � 84963PE; �� 250 250 250 250 0,, OREGON , 0+75 1 +00 2+00 3+00 3+50 0+50 1 +00 2+00 C.q/� L oh 13, ESP1 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' cc TRAIL w I I 290 1- 1- 290 290 m w 'a w w -- a 290 290 J „...... > 290 E u z W TRACTS D, E, Et F 9 F- F- O Q o o Qa ^ uQ ouLn IC) I- I- 0 g g Q Q W Q .0 c) _ _ ~_ ' O I— PLAN AND PROFILE ch J J �` N O n'� 0 F- F- F- I— . N " • M O Q Q " r .O r .O F- J J_ J O J O N M M CV ce ce .O .O •O Z Q as F- J_ pp I— J_ M u'f M V) O �• II N II N O d' • Q Z Q N Z Q II N II N z 0 0 � � H II 12 n i=— Hi- O .5 Ln 0 5 • H ° < 280 Ln o 280 II N vl �, 280 280 u �, zoo F- H 7 280 280 H II OO O LC) Q II > J > J Z N N• O O 00 M W O• Nr O w 0 00 L j _N W NI- O + N 'VI > O- W O- W Z L17 N n. X 0 0 Lf1 Z •N • M Z .Lil M > W > J N VILLI ,— c.1 II w O + + u � + N z � � � zN � � FINISH GRADE C aW 11 u > J l.J 0• it W N O t + N O' t t N 1 w > a w J 1I II II II o u M O. II u ,- °s II STREET CENTERLINE w ~ H H J Q Q w w > J II II J II II N ? Lnv7w EXISTING GRADE ©© � 1- 1- J F- QQw > F- t/1 t/1 UJ z F- F- J 3 � I- J - F- F- J I) 270 STREET CENTERLINE 270 270 - V' W H N w 270 270 I- `n in w 270 3 0 1 0 a51r,, 7Z°_ - 0.57%_ _ _ -0.98% 0.50% 5 ° - - 1.00% FINISH GRADE C� - - - - - - — - - - -" PACIFIC COMMUNITY DESIGN STREET CENTERLINE I 260 LFINISH GRADE @ 260 260 260 260 TRAIL TO CONNECT TO 260 o STREET CENTERLINE EXISTING GRADE @ ROY ROGERS SIDEWALK 12564 SW Main Street N STREET CENTERLINE TO BE BUILT UNDER g EXISTING GRADE C SEPARATE PERMIT NO. Tigard, OR 97223 4 STREET CENTERLINE [T] 503-941 -9484 , [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 2 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' REVIEWED BY: PRE 0) C 3 O 0 0. O SCALE 4 40 0 20 40 (;) 21 1 7 o 1 INCH = 40 FEET z I L , . , l , L , . J SW JEAN LOUISE ROAD i ( • , V V DDI I 7 V V D I I I I D - o 50 0 V � I a I .LL, a 17 v. D D Q I i > w w � a a a Z O 0 ► L -- ^ � � a ^ ^ - 7 0 < '3 �� 3 3 3 I \ Riverside Homes V 0 Z V V V 0 VSW GRAND ST 7VV I [ VVVVV (----) r- 0 0 \ I7 7 7 7 7 V, ;,, - 1ST SUBMITTAL: 9/13/2021 0 0 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 I V v 3RD SUBMITTAL: 3/24/2022 V V I> 4TH SUBMITTAL: 5/5/2022 V V> > > +b0 - - > D > ( I 5TH SUBMITTAL: 6/14/2022 7 v.V V D > I REVISIONS loo s> D I> , Iv v> D > Z ° NO. DATE DESCRIPTION O O `> D •• > a O D> D ► H I 0 0 0 0 0 7, 0V ► \ � Ivvvvv Q 268.34 D 268.26 i a s � 77 V7 SL-30 - 2 0+ 13 . 9 2 49 I 1.5% / \ E-- 280 - - 280 I 267.90 26286.0733811 268.11 r r 267.47 I . 1.5% 267.98 1� 1� 4 x.•111 i > - , , 267.55 1 % 2.5% STA- 1267.33C '.17:11: o I J . Z w L, ELEV=267.33 �o W 3 N J .0 ` P ' 267.33 04 267.46 I- u 0 ii W NJ / 0 4/ 267.16 4.1% I 270 - > > ce H " - 270 267.47�� oho !� ° 267.31 v w 1 'o _ 267.20 0 'o o �`' 2.50% W ° w U� 0•'. I o 267.38 2.50/ 267.11 C'' ° �'S�' / o •6A 266.70 "' � - o�0 66 99 : d o° 1.5% rn 0266.67 266.63 o M °I° o O pc 267.02 .c .o �'°' 266.93 � 260 - - 260 _ _ _ _ _ _ : � _ _ 0.4% _1 A5,� . _ I AS-BUILT a a a A X66 / 267.39 267.36 30 -20 -10 0 10 20 30 a a s a � :o / t 267.43 a ° a ° A �� 0.4% A ./('(/‘ � DATE 5/10/2023 a � // APPROVED CRAIG LARSON • - 0i. 267.08 oo- ��.o C2 5% IP (' I ,e1-----w a I I� I" 266.63 266.59 / 66.55 \ / I a o ;�\ 4 SL-31 - 20+34. 50 RIVERSIDE �•, �, 266.25 `~ STA=20+36.48 I Ni 266.18 SSTAV-10+28.000 7 a 280 - - 280 ELEV=266.18 AT S C H O L L S I 20+00 _ _ - +-- - - ?.115 I Z L > 0.- _ W III 1111111111 4 oN W .0 MEADOW II 270 - > > ° I- " - 270 ��RAND STREET Md 4.33% u W 4.35% w I 1N; 264.91 I� 1 I 264.84 I "--- - I I -" a �Q 1.5% 260 - - 260 .7-67"...........:----- - c1 PRS' Nso ^^ -30 -20 -10 0 10 20 30 ` P F c�i o e \ I \� �G I NFA. "/ I° c, 264.38 265.11 265.18 963PE 1.3/ 1.5% I 264.76 264.81 �bti I •� tib 264.22 ° -II 03 - - - - - - - - - - - - 4-- r 264.62 264.44 M < M , o OREGON 1°` 'o: 264.51 C• c6 13 -264.45 ` ,C 264.21 Ilk& 1.5% v I q/G LPA' 264.57 I •-.1% 1.0% 1 3 • 2°°�; + 0 - o !� I a �2y 64.3t EXPIRES: 12-31-24 a o 0 I �' °6.8% I Quo a o o' `.y f�'264.44 264.59- 1 61 • 263.99 4 ° 2.5% Sa6 \195,. 264.91 PC- I 263.99 �o a 1� U 1.5%°\ ACT E 4 a I STA=9+89.00 264.39 264.46 RB E 111 a a a I I ELEV=264.91 I CU a v l a 4 a II a 264.40 I illi264.33 • I RETURN N ° a A 264.54 I I 0 N _o o T I CURB RETURN TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION U 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(171ST AVE) Lu 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) CURB RETURN - GRAND ST 8t 171ST AVE SCALE: 1" = 10' z 0 I- w m 0 I:r,i U PACIFIC COMMUNITY DESIGN U 5 12564 SW Main Street O Tigard, OR 97223 0 [T] 503-941 -9484 , [F] 503-941 -9485 0 r PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE 0) 2 SCALE 0 (i) 10 0 5 10 0.0 0 o 1 INCH = 10 FEET C R 1 ,,,i 0 a z l 2 L , . J) SW JEAN LOUISE ROAD 1 I „ I , p „ „ , , , , . , . e . , vv p I > Iry 7 V 1► pp pp V V - o w a _ D D ► Fl p p p p ► p C � a o � = Z 1 7 V 1 pp pp pp I Z N- - z � m IDD ► p p > e r p 1 •3 � . " ,, N -, - c, R Riverside Homes 7 D . p D p V V SW GRA w 77 > 1 > > ppr 0 � r- -1 2 7 O ► p ► o > > > O I >- -0 _ 268.14 :, 268.07 • z 268.07 v \/./- 268.14 1ST SUBMITTAL: 9/13/2021 17 1v/• , `1.5% I 48 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 35 • 267.91 < 3RD SUBMITTAL: 3/24/2022 267.98 a1 o I a o I 4TH SUBMITTAL: 5/5/2022 0 o STA= 10+67.00 11 I o o I 5TH SUBMITTAL: 6/14/2022 267.98 Ni N ELEV=267.33 N Ni 267.78 267.97 1.5% 267.91 r I 1 h 267.33 I PC- .5% -2-.5% 26 0267.33 t + \267.73 REVISION'S /267.97 1.° / �, 267.79 267.32 \c-t50/oa °'• \ // _� N/ ,0 ,� 267.61 NO. DATE DESCRIPTION 5.3� "' I 1 5% ,, 267.56 268.06 , Z. /°0' ' 267.39 .•- Akp \�0 267.60 267.57 268`68.73 268.36 0' '30 I° /V °\° 48: :c = Q100 O` N.00 00 N N 3q V 267.28 ec ,„: �° O \ ° + . ° ` h� 90 tr• o I N°+° J ° 1.2% ° 267.47 0.9%; 0.3% _ - r=c,0 - - - - a ,-r o .. ° °\°,�'l °10 / 267.73 267.65 `y'° 7° ir' as 1 44 d 4 Ln % i� t ` 1 r`' �% 1' a a ° ai� <3.2% l� A� Q - ° o �� 267.54 �. 1,g ° ,°��"' Loo----h:o0,ol00 267.41 267.50 o p0 0c 0. �. •• _ • C6 C5 -• %268.65 268.29 268.22 267.98 I \ / o 267.33 _ o,�, ig lg267.84 267.05 Ni Ni I 267 I 2rV 67. 00 GRAND STREET Ni .91 STA= 18+06.49 STA= 18+84.49 ELAs_BuILT EV=267.33 ELEV=267.00 19 00 18+00 -\1/4 _ _ - - - +I - - - _ _ _ _ M _i_______ ,1 _ ,.•/ - a + I I DATE 5/10/2023 o dJ3I I ♦ l ♦ l ♦ l ♦ l L1 .. (4 _ 1 _ 2.5% 561 I I` J ® - • ( SW JEAN LOUISE ROAD 11+17.47 I I E z Q d w M \ / = F Q Q Q - O 33 _ 0 - • 0 I a / I +3 %"*....... . 3 R Riverside Homes r., 2ANDS1 r__1 0 I 8 � l ce Li I 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 I 3RD SUBMITTAL: 3/24/2022 JL-33 2.5% 0.0% 4TH SUBMITTAL: 5/5/2022 - 10+92.59 5.5% T 5TH SUBMITTAL: 6/14/2022 Lu I I Z REVISIONS 269.13 > I CURB RETURN TABLE 269.20-\ a' • I CURVE _LENGTH RADIUS DELTA CHORD _ BEARING START STATION END STATION NO. DATE DESCRIPTION co 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) v) _ 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°° 2269.58 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) = 10+67.59 �-f ( ) ,� M ELEV=267.94) 111 67.94 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) �� ,0 268.18 N/^� \ _ 267.94 1 '� �' 269.15 1M a ° ro"'�;� �� 268.07 �� V 2 � 5.5� 2.5% 2.5% s% 269.19 „\\ \ 1267.9910+67.59 267.94 I C- �- -PC 1268.66 269.11 \ _ ° 3.3% 269.03 o - \ oo \ //267.91 '?� �0 267.77 268.75 ! 269.03 /`�cf. �� ----- - - -- �� 1 0,�� oo� ° toe a� �� 268.90_ SCALE / + \° �� 6.1 00c,I I 'Iv, 11 a 60 268.70 10 0 5 10 267.04 267.52 h 268.63 (ii) �6a. 0,1 00 ` 266.77 266.96 ��p a\° S' ' P 267.55 e� • 3 a + >o o � 268.87 J 1 INCH = 10 FEET �� a` °I°/ p „�. c 268.27 ` �o 7 �% v °' �,�, -j................-::------ �� 7 1 \ < 1.4A 2.3% + - - - If - '6% / 268.96 ° - - - .o cn -1.8° 1 `''� / ° a a 4 ° ,.3.,...:1*,. �6� 267.86 268.82 \,1,, co - o Iv-) ate°, �°�°, �� 2.3% 1.7%� 1.5� / o e. o AS-BUILT �� ° ,� p.' 268.792 5/10/2023 68.56I '�p `' s 267.55 41) 0:01 Pc �� vit .0�• 268.18 APPROVED CRAIG LA RS O N / _ �_- _ 268.62 �� 5x 0 266.69 266.89\A / 4- 266.96 �Ln / \ 266Le, .59 268.24 N \ / \ N I /" - / ` 266.51 GRAND STREET 268'18 RIVERSIDE - I STA= 16+54.49 STA= 15+67.94 ELEV=266.51 ELEV=268.18 \\ ►�/ -I - - - - 16+00 - - - - +M =_ - - - AT SCHOLLS 4 / I 0 �lI MEADOW ,� 0 266.93 co-- - . \ / a LT I 266.84 `V \ I / 265.35 I \ as u /� 265.27 so M. o o rn M C8 �� '�" so 265.96 r/ M ° 266.70 PR / 1.0% •R 1. a _ • 265.35 265.40 tie I 265.79 L 16�7 266.65 �� G I NE�,`�� 'A �, - I � gbh / ° iH - - - - �° 6+Op - , 0-, 264.85266.29 a 4 A 0265.38 264.75 + p� a o„ OREGON d ° a 4 % 4 a o 0 265.43 o 266.34 a 265.41 a'0% 265.30 �6A Ati e 265.62 6s 69 2/.11 266.41 266.71 C,�q%h 13, � Aa / % 3.0% 2.6- - ° - G L. LP �ll 264.54 2•9j a - 0.9% Q 3.8% - a • D 2. '°o o .2% a _4 as 1869, o o �$� _ ::I° �I1 �o _ o �o1_ -. o__�� EXPIRES: 12-31-24 a - -• ° 25% '.o �� a a 3•:/ • 5. /o I� � 264.54'• .r,C -'�.'� .48- 3.0% o ° r- y3.0% 3.0% 265.48 I 3.o% a 4 4 _ CURB RETURN - GRAND ST Et SABRINA AVE STA=9+90.02 \ / I ELEV=264.55 -266.06 CURB SCALE: 1" = 10' I I I 1266.36 E 265.36 265.25 I 0 / \ -265.73 I 266.66 N 264.96 264.80 265.91 RETURN co 1I N I cN 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 - -1 280 280 - 280 C) U O un �i, Lfl Ln w O O O ONO ONOrn w � M O• • w •D N v> > 00 Nco w Z 4• >Lu J `O ZLr; w m• J N w L • r, W M• Z W �''� J N N J .O Lu N 3 N J NO w II J sO CD wN p `i wN - 270 270 - UJ II O II L`' N 270 270 > >ii 0 II HLLI N 270 > wN 270 > ii LLI270 J > 270 N = > V > _ 0W uw � > �7 J w 2.50% lbw w C� J 4.50% -4.50% C.7 W W C.7 W J J 0 J W 2.50% -_ W - - w W 52 0% ``J -2.50% w "' 0.00% "' 2.50% w m m I Iw b I d , I:r..............€'I)U 260 - - 260 260 - - 260 260 - - 260260 - - 260 PACIFIC COMMUNITY DESIGN 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 U SL- 18 - 16+79 .49 Tigard, ]50-9948 9484 97223 SL- 17 - 16+54.49 280 280 280 280 SL-32 - 10+67. 59 SL- 33 - 10+92 . 59 SL-34 - 11 + 17.47 [F] 503-941 -9485 00 N N N, 280 280 280 280 > • CV woo Z N. > "'• M 00 en en 0 280 N o N 280 PROJECT NO.: 144-001 Q � N wN HN ON ND J � 3N wN J `° 3N wN J `�° 3 � J � TYPE: CONSTRUCTION Lu q) LLI J .O W N Z 06 w W •a• W O�• • W N W O� i C7w II l7w lJw � > o II H II I- II II � N II � N _ » J J �7 w » U > > > u > REVIEWED BY: PRE 270 ''' 4.50% c7 J 270 270 ''' 2.50% �'' 2 50% w 270 �_ c7 c7 J J 0 J 0 w 3 4.50/ w o w2.27% w I'-I -0.00% w w 2.50% �`I 52. 0% w 3 r� 270 - -2.72/ - 270 270 "' -2.50/ 270 o , I 270 270 0 0 0 v 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 J L V LOI I I UISE LY 9 SW JEAN ROAD I D ._ o I , , , , . , , ( . , 7 V 1I N •Q'Z J i M 2 3 ci 7 O II = ^ Z o z g,-, z ,A _ i . D 7 3 3 R RI Riverside Homes es � 1 3 SW GRAND ST OWfYI MD0 .6 -- ��♦ 1ST SUBMITTAL: 9/13/2021 LiJ D [I V o KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 Z D D II V 3RD SUBMITTAL: 3/24/2022 °Q '2' a D V V 4TH SUBMITTAL: 5/5/2022 `L2 Ln D D ► 7 v I 5TH SUBMITTAL: 6/14/2022 I 260.70 _ D D 7 p 1 260.77 '� IREVISIONS 1.5% • 260.56 I D DD 0 260.66 � -1--- ° 2 5% ► - -° I NO. DATE DESCRIPTION ° � � o - % 260.30 10 Q 260.26 N 1 260.31 N 260.59 ° `� I �o CURB RETURN TABLE 260.33 IA i 260.73 _ 260.18 ° �l 260.22 43 VIA y• °I° CURVE LENGTH RADIUS DELTA CHORD BEARING START STATION END STATION - 04'7 \S� S I So - - - 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) °� `�� 259.89 0 \cfPc, - -- - 260.87 °O SjQ o 0259.84 `•°, 260.69 -- 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) 260.24 260.15 0 (o Ip\ o N - 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) N _ �_ 0 9� �=% / ��° • 259.85 \-)°:b0° 8 S 4 \ v) ,-, 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) •� o \X .� \-•� _ 1.5% ✓ V �/ V V V V V V V V V V V V V V V V V V ro o ° °\i'i-1. 1 259.90 90 ° o o/ --- - 60. 3 N ® o� ! ° LI ✓ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • •• •• \ 1.6% . . . . _,‘ o 0 260.24 `°/‘P .44' o �` 4 I - - - '/-�-WA• o i 5% ..' 260.65 0 4� -- a 'r' I! -O 260.08 260.10 N _ a 260.16 I GRAND STREET I 4 I . 0 259.72_ o oI o� ° AS-BUILT 55 SS SS ss ss 0 o s, ss • of 260.79 N - •c $r•i 259.70 260.26 (Nil DATE 5/10/2023 -260.24 Cy / � AppF10� CRAIG LARSON + g• 11 100 - - ii - -0 1 - o/ u� as as as as as as as = I / 5° / as gill GS � o Ln o = , , / 1N 1N 259.51 259.02 N N 259.58 as bs 121 0 N RIVERSIDE 1 < I - 259.62 _ as I as 259.55 ° 259.04 AT SC H O L LS 260.09 N i - 259.61 259.94 - - I 0.4%A7, 700.5% 6� 7% _ _ _ _ _ ,n�0.9% 260.28 / Gs � '�' 411 •!� o I ,� o •�°o� , �_ MEADOW 0 • 0.4% •A 0.5% 4.1% ° / 1- � �o �0 3.9% / o I 1 1 1 I I I I 1 1 1 I I I I I I I I ' , I I I• I I I I 1 1 1 I I I I I I 1 I 1 1 I I. 2. % ] N ' .'■ =.=._■_■_■=■= CIrgC •J 'J �C�._ _ _■_■_■ ■CC■ 1� 0 J �._._■_■�■_■_■C C `ua. it3. 11C• / I 259.69 259.88 '��1 I 259.62 259.58 259.32 260.16 ��C�C is 4 °a 259.35 4 a � PRS.` CURB RETURN - GRAND ST 8t 175TH AVE 259.96 / ��i��-=I4 4 a \�� G I N(2 F i�1'. i s 84963PE SCALE: 1" = 10' 260.09 -260.35 i11i-i=i/ �Ci=: a , ^4 o,• OREGON 0 Cl, o6 13, 9 _, xl/C L. LPA EXPIRES: 12-31-24 SL- 1 - 10+40. 00 SL-2 - 10+65 . 00 SL-3 - 10+90. 00 270N N NI - 270 270 - - 270 270 - _ - 270 _ > N so N o 0 o W O" • J 3 N J in Jw as as >Z W O• >Z in > O� CURB E aW N 0 W NI W N 3 N J i 3 N J in co H u �� H u H u 0 u W N u W II N » � w > > U > _ > > U > _ » RETURN (7 W J 0 W L W W W Lu J C7 W 0 260 '`' -2.82% "' -2.50% ''' 260 `" 0.00% ''' 52 0% w 2.00% ``' -2.50% w N 260 - - 260 260 - - 260 _o 0 ce U L u 250 - - 250 L u 250 - - 250 250 - - 250 3 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 z 0 I w m 1:11!soo."lilq:)U �, PACIFIC COMMUNITY DESIGN U SL-4 - 11 +63 . 37 SL- 5 - 11 +90. 00 SL-6 - 12+ 16 . 66 12564 SW Main Street Tigard, OR 97223 o� 270 ,� 270 270 - 00 0o a, - 270 270 - o �; o - 270 [T] 503-941 -9484 N z � > � wo z > '� > .0 Zo > • � oN wN wN oN wN W •° oN W [F] 503-941 -9485 II �� u 1 u 1- u I- II I- II N U w > w U >Lil > > > U w > > D 02. 0°o w ° (� w J J J `- J PROJECT NO.: 144-001 _Q 52 0 o w `" 0.00% `" -2.50% W W -2.82%% `" -2.50% W Q 260 - - 260 260 - 1 , r �� - 260 260 - - 260 TYPE: CONSTRUCTION 0 SCALE REVIEWED BY: PRE C0 3 (:1 )1 10 0 5 10 2 0 0 1 INCH = 10 FEET 250 - 250 250 0 250 250 250 0 v iCR5 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 30 20 10 0 10 20 30 0 a z ' ✓ V V p V I/ V V V V > I p p p7 V V 12 7 V Cp pp p p V V V V p p pp p p 7 V V 19 R Riverside Homes 1700\per p 00 tl1T 1vv \7 pip , 71 7 V V VV V 1 V V I 7 V V 1ST SUBMITTAL: 9/13/2021 7 V �i V V 2ND SUBMITTAL: 1 /27/2022 V V 7 V V 3RD SUBMITTAL: 3/24/2022 7 V VV V 4TH SUBMITTAL: 5/5/2022 V V V V I 5TH SUBMITTAL: 6/14/2022 17 V V LF'IGB1 262.40 V V '1 REVISIONS VV '1p � o+oo.00 I D ''V' VV ' VVp GB262.37p V , V V p v 1 0+03.89 V V p NO. DATE DESCRIPTION V V LP GB' 262.32 I> p C V V , 0+07.78 p 1 O p p 262.28 i N' V V 1' p 1 1+09.61 GG CL'V v , V V, D GB 262.22 0 262.22GBp C vV V V p 0+15.83• 0 1+05.06 p > p, V V 20 11 777n p \ ^ pD �V V 1 ° V VI 1 262.11 V V ` D GBI 0+23.57 I 1 /i a • 0 Gg. 261 I Cs 16 5 GB LP.� � / koi x3� JJ / / .i? GeI ° til • — � — — - — — — O �g3' 0+84..6GB`s ° 0+82.77 ° z ° ......_ AS-BUILT ° ° ° ° A 161 9 6 '�'g \ \�� DATE 5/10/2023 ° 411 o� A % �\ __--- VD / \ APPROVED CRAIG CARSON v oTT o \ i� .o co �° \ / .o Ni t111 /-,,,„,_, `` ' I N N o GRAND STREET / \ \ � \ ,,. ---`GF % � TRACT A RIVERSIDE 1/4),„_%%...4%.0..00 q •�6• D V \ 1300 e _ ________ , x I AT SCHOLLS ---1----___ _ 1 MEADOW `' LLL \ ry ` /...\ e � L x�4x�0 O o L \ / ° ° ° ° ° ° ° ° a / �'c.c o 84963PE� 4 ■�;_._;=■=_C�CIC i=I0�� _7�=�=iz =ice C_i=i=_0�0��.� 1 I i ° �° / O/ 1=m. / o OREGON 0 13, i�y�� I a C. L. LPA' ��` \ \ EXPIRES: 12-31-24 - . . / ;d'hivIt011/ -4---•••PILI 6, . . :41441-z / - -Lik,41, i ° / —t. U URB Q -,r co RETURN CURB RETURN - GRAND ST Et. 174TH LOOP 0 SCALE: 1" = 10' U .. w LL, S N 3 vi Z ce 1- tu w ce m ceU t) Pli!lil, PACIFIC COMMUNITY DESIGN U OU 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 �SCALE QL,-) (;) 10 0 5 10 TYPE: CONSTRUCTION m m m� REVIEWED BY: PRE 1 INCH = 10 FEET 2 0 0.0 0 0 v v E7 C R4 Q Z ' I I 7 V 11 I V V I D p C 7 Jv 1 < Riverside Homes > D Dt7 V 1 ° I p D C V V I D D �p p'1 9 1ST SUBMITTAL: 9/13/2021 I /7 I 2ND SUBMITTAL: 1 /27/2022 V V3RD SUBMITTAL: 3/24/2022 2 3 7 V M 4TH SUBMITTAL: 5/5/2022 V V 5TH SUBMITTAL: 6/14/2022 ° I 70 • 1 V V 1 REVISIONS I _ 260.58 260.58 7 V • W Q Q LP GB 0+00.00 1+13.69 D. 1 V V NO. DATE DESCRIPTION p p V I D p V V D 7 V ♦ Iia a Dp V V D > ► V ♦ I W > V VI \ / a DDD ► V • •\ I F p o o a • /•\ p ► r V ♦ 1 a ► � 10 I 259.98 0 4i� GB 0+21.56 259.95 GB 1,x; 0 1 I / ' I 0 91.04 7 a 259.92 259.82 oma' \ _ � 0+26 ie 0+87.36 1" a I, L i _ _ M ° B• 2S989 5`�aA I.G °I° s. _fV J / /07 0 30.1� �kati °O o a \ — _ _ _ _ _ _ . zs� qCt�° a AS-BUILT --�— a ° �"3S •8S L`'°23'L ° — PG ' DATA 5/10/2023 V V V V V V V V V V V V V VI V V V V V V V V z 'I• _ /� E 8 I �x� a 649 —————— _ APPRovED CRAIG APPRCRAIGLARSON M V M V M D M V M V M V V � M V M V M V M V a s _ ♦ v vA1 ♦ 1 ♦ 1 ♦ v v - a a a ° a co- V V V V V V V V �7 J' �7 �� 1.c co co ° OJ a Licc7 ♦ V °130 V V M M V \V7� 017 ' O m a N O Ico N.o i C N Os CO N M O, r :15 • CN .: - M ,O so ' d` Cn N O, ,o- N CO: o 04 Lr; az V a u,n ,� oo n n ,n ,o un .31 Lr, GRA,-1 coTREET mo Ia A CN + N + ++ N � + OOOOO (e) O 4 RIVERSIDE ��Mo AT SCHOLLS 11+00 " + MEADOW — —I 4�_; — — I o 0 � " +�O — / O O \ / 0 / 0 0- / - - L 00(.7J0 ______________ .. .. .. ______ _.,, _ .. 0_,. _ • , 0_2„:12t i , c,GINE4--„,4,__ • ///1;" Pq? , \'\ • 963PE ° a a - a _ \ I (, rJ a a a a a I I I I I I I I I I 1 I I I I I 1 II I I . I 1 1. 1 I 1 1 I 'I I I a i I I 1 1 I LI I t a i i• 1 o, OREGON IC�C = �17C=1•=•—ii i y—i—��—•��— — =i=i=i�i�iC�C_C��=��—�—ilii—i— ��i= =�1L�� . I � ��==I ii =1�� I 4/c L. k- -4-- ��c�� Iaa EXPIRES: 12-31-24 1 -24 / ias a o�o�1 i 1 I a -4-'llm"'-:L-11--'IQ--'" ra':arl--zi,11__......_LxciuqLom 1....jI U URB E Q RETURN N CURB RETURN - GRAND ST Et. 175TH AVE 0 SCALE: 1" = 10' 0 U w wI- 2 V) 0) z 0) I- L m U t) P!.i....•----,1 I ii:II II) PACIFIC COMMUNITY DESIGN U 12564 SW Main Street U Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 SCALE Qio (;) 10 0 5 10 TYPE: CONSTRUCTION 0)m m m�� REVIEWED BY: PRE 3 1 INCH = 10 FEET 2 0 0 0 0 4 v i 0 C R 5 a z - 6" FACE OF CURB CURB JOINT DRAINAGE BLOCKOUT STREET WIDTH SEE NOTE 5.7 SEE STD 3" I.D. SCHEDULE 40 DETAIL NO. 146 H. DWV ABS OR PVC 1 3„ 5' MIN. SEE NOTE 5 ROW 1,,__ 6'� ( ) PIPE W/COUPLING ROAD SURFACE 1" BATTER 6., I I ' R Riverside Homes AD 4. ,..a ...,.. - b-1" BATTER � 1 ROAD = -• =�- .%-.4,. .:- °4r.=.-...-4- EDGE ROAD 1 6 1 R ° ►v 1 I 1 • _f-'it(_•1 TLii •�f l'[=1. -�f�=((1f(f 111=' 3/4" R 6> �• ° -,l �I _� -. I I I_I I I-III-III-I 11- - " 6"_....i y- ° ° °, ��;I 12" 12 .. _I-III- I I_I 11-III.-" 7_111m111, 6„ d 1/2" =11. 2 MAX T -- ' 4 ° d ° ° ° MAX. _�I 0.5" 1ST SUBMITTAL: 9/13/2021 2" OF 3/4"-0" BASEROCK ° ° ° d =1e DRAINAGE BLOCKOUT °jII 2ND SUBMITTAL: 1 /27/2022 / COMPACTED SUBGRADE 6 , 5 --�- 6., >> d �' 3 I.D. SCHEDULE 40 -7' 11= 3RD SUBMITTAL: 3/24/2022 °-z_ DWV (ABS OR PVC) BASE COURSE ,;_,,: =1I_ j 4TH SUBMITTAL: 5/5/2022 -�-- PIPE W/COUPLING COMPACTED SUBGRADE 6.. 3 5TH SUBMITTAL: 6/14/2022 SIDEWALK ADJACENT TO CURB �� ° ° ° COURSE-/ CE p o p p4 00 0 ° ° 16 BASE _ REVISIONS 0 ° 24" o ° p . . o PLANTER ►-.. 5' MIN. ROW 6 0 0 0 ° ° d ° NO. DATE DESCRIPTION STRIP 2% 6 -► 0 O 0 00 ° 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. I 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE ROAD :�,» ,� •�•°�° ^�°° L��e _° 'r� ;= r=i O 4 STRENGTH OF 3300 PSI AT 28 DAYS. '(=�I a? iTUt ii�=�1. ��rig irr- lir 2. EXPANSION JOINTS: 2. EXPANSION JOINTS. " -III-III-III-III-III= -III-III . A. TO BE PROVIDED: A. TO BE PROVIDED: IJ I I I I_I I I I I I=1 �_� -- 1) AT EACH POINT OF 1) AT EACH COLD JOINT. 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: 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. 4) AT EACH END OF DRIVEWAYS. A. SPACING TO BE NOT MORE THAN 15 FEET. 3. EXPANSION JOINTS Sc CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. A. SPACING TO BE NOT MORE THAN 15 FEET. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND 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 95% AS-BUILT SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4. BASE ROCK 2"-0" OR 3/4"-0" 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 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 I MINIMUM OF 2.0' ANDA 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 ANDA "D" FOR STORM DRAIN AT SC H O LLS SHALL BE STAMPED ON THE TOPV OF THE CURB CURB ABOVE THE LATERAL. APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE DETAIL MEADOW A OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. M EA D O\A/ TrENGINEERING DIVISION aTY ENaNEER CONCRETE DWG. N0. ENGINEERING DIVISION pT,,E,,,pN STANDARDDWGEER . N0. ENGINEERING DIVISION qTY ENGINEERDWG. N0. �/�/PUBLIC WORKS DEPARTMENT U PUBLIC WORKS DEPARTMENT 17111 PUBLIC WORKS DEPARTMENT SHED SECTION CURB AND GUTTER 13125 S.W.HALL BLVD. 13125 S.W.HALL.BLVD. 13125 S.W.HALL BLVD. CURB & GUTTER �•��•�/�� TIGARD,OREGON97223 JANUARY 2013 SIDEWALK 120 •�•��p� TIGARD,OREGON97223 JANUARY 2013 CURB 125 TIGARD,OREGON97223 JANUARY 2013 1 26 TI D VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE VOICE:(503)6) 71 FAX: 684-7297 APPROVAL DATE N. T.S. 5" PAVEMENT SECTION 7 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 - \�`� PRF / " " " e " " " " MATCH WIDTH & GRADE MATCH WIDTH & GRADE 84963PE • .� • • • • • • r • • w ; AASHTO T-209 •si.11•e�•�I•�I•o�•�I•eI.11•�I.1�•�[ I F •r,-•L•LSi.SL•LSL•LSi.SS1a1, •�I•4H�H�H4pe%•sI•� 1• I�11NlI! A f A s.:- t-Wo. ohla,,tI.�I.�..�I.sI.- 10" BASE ROCK 7 ••'••"s"•'••••'•S"s"S'.S" 1 2"- (3/4"-0) LEVELING COURSE R/W LINE R/W LINE co 8"- (1 1/2"-0) AGGREGATE BASE VARIES SEE NOTE 3 6" SEE NOTE 3 o OREGON /\//\//\//\//\//\// AASHTO PROCTOR q%h 13, (1' .,,z 1 s \�\�\�\�\�\ ' 2% 27:, SEE NOTE 4 G L. LP 12" 1.----0-6" 1" f � � � � � � � COMPACTED SUBGRADE SOILS 5 MIN SIDEWALK 5 MINSIDEWALK -.- hEXPIRES: 12-31-24 R=1/2" 1 1/2" \ \\ \\ \\ \\ \\ \\ 95% OF STANDARD PROCTOR i i L' \ \ \ \ \ \ u AASHTO T-99 ' - SEE , - SEE LANDSCAPE NOTE 3NLANDSCAPE LANDSCAPE NOTE 3 LANDSCAPE R=1" < R=3/4" CLOCAL STREET STRIP SEE NOTE 2 STRIP STRIP SEE NOTE 2 STRIP M N1 PAVEMENT SECTION M NOT TO SCALE I 1 R=3/4" L 6" PAVEMENT SECTION t 2"ASPHALTARINGCOURSE A A 3/4"- 2" SECOND LIFT 30' MAX 30' MAX STREET N �_ 2" ASPHALT BASE COURSE -....- 3' 3' -f 3' 3DETAILS 1/s a LEVEL 2, 1/2" DENSE GRADED 10' MIN 10' MIN 8 'a R=1/4 HMAC - THREE LIFTS c, 1 o ---- ._ .et',O •OI.LI.O..t..�LsI.OL�..� ,,lI'r COMPACTED TO 92% OF PLAN R w `(� PLAN R W `l -.t:: etet tehla 1 l@ill ehOh1I• AASHTO T 209 ��1P ��P • s a s ,r s s a.• l i , r I r, I. r• i• I. y; I. i• 'I% I. ..,<'•p, '•., .., I., 'i p, .., ��- 'r 13" BASE ROCK 6" �R\J 8" O�\tel •r' '•'•: :=,.�'•Y== '•Y '•' PROJECTED TOPPROJECTED TOP 5"- (3/4'-0) LEVELING COURSE 3/4 3/4" OF CURB 2% MAX B. OF CURB 2% MAX COMPACTED MOUNTABLE CURB TYPE 'A' `\\`\\`\\`\\`vs\\` 8"- (1 1/2"-0) AGGREGATE d CRUSHED ROCK � � � � � � BASE 95% OF MODIFIED • w \ \ \ \ \ \ PROCTOR AASHTO T-180 °°o ° 1s' \�\�\�\�\�\� STREET -111-Mi_ - 1=111=1 1=I /frF� STREET i _I 111 -I 1-1 1=1 I I-1 1 /1/F�q COMPACTED SUBGRADE SOILS _ ^ - 1' IA _ \/\/\/\/ / / o j�� . ••a ' ° d •: .. ^I Y �� a a d°. •a :d. ... 12,. ►�6" r' f \\ \\ \\/\�\�\\\\�\� 95/ OF STANDARD PROCTOR o0 0 0°�o° ° ° d - •-� l -1 l 0000�o aooaa�s ° • 1 1/2" m �/,�/,�i / �i AASHTO T-99 0 00 00 0 ° . ° °0 00°00 0 . .• :° O• - II I, 111 R=1/2" 0 0 00 0 • op0000°°00000 o°°°°° -'' 0 0 00 0 oo°o °o° ° w °0 0 0 ° o °o0 0000°°° °0 0 0 0 0 °° 08000°°0.00�0000000e 0000.11= SEE NOTE NO. 4 o ,� o000 00 -III IIl�11ll1111111I�II��II11�1111� 1� 0000 00 ,�,;,III=„III��III�illilllll��llllll�lll� ll'II 1:!............,€) w A 1 � i NEIGHBORHOOD ROUTE LI R=3/4" v N PAVEMENT SECTION 2" OF AGGREGATE 2" OF AGGREGATE PACIFIC COMMUNITY DESIGN R=1" 2 SECTION A-A (3/4"-0") COMPACTED SECTION A-A (3/4"-0") COMPACTED N NOT TO SCALE N 12564 SW Main Street O R=3/4" , 1 Tigard, OR 97223 Z NOTES: NOTES: [T] 503-941 -9484 , r [F] 503-941 -9485 EN 3/4" a 1/3" N 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 1. CONCRETE COMPRESSIVE STRENGTH SHALL BEA MINUMUM OF 3000 PSI AFTER 28 DAYS. a� a ° 4 4 4 R=1/4" a 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 Q Ars : - ° ___,=:,..-2„,,=,- T !! it or e e 3- EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED TYPE: CONSTRUCTION zzr .. ;•_.�_.•_. •_.._. , _' °' �� .. ,>r•.t'ikr MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. T REVIEWED BY: PRE T COMPACTED MOUNTABLE CURB TYPE 'B' 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. p CRUSHED ROCK (FOR COMMERCIAL DIRVEWAYS ONLY) 0 I APPROVED BY: APPROVED BY: o NOTE: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE TRANSERVE CONTRACTION JOINTS OREGON LORI FAHA, P.E. OREGON LORI FAHA, P.E. 5 ARE TO BE CONSTRUCTED AT INTERVALS �� ENGINEERING DIVISION STANDARD DRIVEWAY DWG. NO. , �� ENGINEERING DIVISION COMMERCIAL DWG. NO. v NOT TO EXCEED 12 FEET. CONCRETE 7 , t; CITY ENGINEER CITY ENGINEER SHALL BE 3000 PSI, 2-4 INCH SLUMP. ��'.i PUBLIC WORKS DEPARTMENT i �E '.„PUBLIC WORKS DEPARTMENT 7 TIGARD,OREGON9223 JANUARY 2016 vi/LANDSCAPE STRIPS TIG1312RS.W.HALLBLVD. 141 TIGARD,OREGON97223 FEBRUARY 2016 DRIVEWAY 143 o TIGARD VOICE:(503)639-4171 TIGARD VOICE:(503)639-4171 a FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATED2 • 01Z 10' MIN. No- / 6" CLASS "C AC - OR - 3" CLASS "C AC / ON 8" OF 3/4"-0 i -.— 2% SLOPE TO STREAM / / /moi RA Riverside Homes =III__ // /// -iii- / o0 0 • . o 0 0. . 0 1 1 1=11 J �� U U I=ll - " -III-" o . 00 0 111- e pj iF41.0064 p. -111 - - - - 0 0 0 0 0 on 0 o O o O o O o 0 a I 1=1 I <� 0 4� F4.006p1 I IIIII��III-,III 1�11„�11 I 111-III III II 111 �p I l �� 2A. ) r JpI1ST SUBMITTAL: 9/13/2021 420' R 28" - 1 �'I I11 I1 I I=1 I I,;,I I r 1 q_01.7J �� A`� 2ND SUBMITTAL: 1 /27/2022 COMPACT & STERILIZE SUBGRADE / CfC 3RD SUBMITTAL: 3/24/2022 60' FABRICaQ , / 2(7. 1107 D 4TH SUBMITTAL: 5/5/2022 70' OT C aQ 5TH SUBMITTAL: 6/14/2022 a.• D MAINTENANCE ACCESS L )70 aQREVISIONS _ ^n� ,„oQ Lin°c NO. DATE DESCRIPTION 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 ' ////////// iii-Iii-il�- WIDTH PER '11,T7111=111= 4. /1 ice- . III=III=III 1. MONUMENT BOXES TO BE CAST IRON OR 11-11 0 cc.; :00 0 0 .0 I II STD. PLAN _ o. o. o D 00 ALLOY SUITABLE FOR HEAVEY TRAFFIC 0 0 . o . . . LOADING #1036 OR 1033 SUPPLIED BY: -III- 'I I-III-111 1=1 11 1 '-'11;,11 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. DAAPPVED CRAIG CARSON DETERMINED BY THE FIRE MARSHALL. 2. CONCRETE PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 6 FEET APART, 3. APPROVED FOR ALL STREET CLASSIFICATIONS. EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW 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 CM OF TIGARD APPROVED BY: NO SCALE APPROVED BY: CITY OF TIGARD NO SCALE rir OREGON MICHAEL A. STONE, P.E. �1 OREGON MICHAEL A. STONE, P•E MAINTENANCE ACCESS OR �� OREGON MICHAEL A. STONE, P.E. MONUMENT MEADOW ENGINEERING DIVISION CITY ENGINEER FIRE TRUCKDWG. NO. ENGINEERING DIVISION CITY ENGINEER I CITY ENGINEER PUBLIC WORKS DEPARTMENT �, PUBLIC WORKS DEPARTMENT DWG• NO. ENGINEERING DIVISION ` DWG. NO. PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGAIRD TIGARD,OREGON 97223 JANUARY 2013 TURNAROUND 1 65 TIGARD,OREGON 97223 JANUARY 2013 PEDESTRIAN/BIKE PATH 166 TIGARD,OREGON 97223 JANUARY 2013 BOX 1 70 TIGARD VOICE:(503)639-4171 - VOICE:(503)639-4171 ��D VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL As required in EXISTING DRIVEWAY - Off typical sections MATCH WIDTH & GRADE Streetof construction _ 32' - A Street plans 1F ° 16' _ 8i'' PROFFS' R W LINE Area (4' MIN.) � ��G I NFF / SEE NOTE 3 1 ' T-cut (see , I�� :... �,t vI / _ 4' ,' 7 I �� VARIES 20 ' � 84963PE • Surfacing //A note 1 ) TYP.� 5' MIN. 2% 2% ��\ w=�� o OREGON D 5' MIN 1 2% SEE Topsoil or as GROUND 45� — ch `l NOTE 3 SIDEWALK directed \!'�` �� os Base Material \\�� 18 \-\\\ �\�\\�� \\�\W 13, 0 _L —....- G +' — SEE POST EXPIRES: 12-31-24 SEE NOTE 2 A —0— o - o 0v SUPPORT DETAIL __/ 30' MAX cuI o -o 6► i_6' — u) > - -o 10' MIN ao 4 CD C ro 0 `~ c — 0 1. MATERIALS: o 1 0 0 _ �i 0 ,_ 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL STREET PLAN -0 - � 3 o �: c _o 0 - 0 POST. o �, o �, ;. DETAILS cN 3 4" PROJECTED TOP R/W P� _Q N I _C �- 3"- - 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED / OF CURB 6" �\��\ N I_ CD - w 0 1- GROUND 0 STEEL STIFFNER POST. ---- 'c;,°. 0 4- '\/ \\ N -.1.2% MAX p %.� �� j Pr \" 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED oQ' �� r) Q \ O STEEL ANCHOR. eo n •STREET . < N % �//O% a 6" Min bedding 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH w o o °o o .e.. . o 6" _ o°opo o`p • ° • • < . R��'F�, below outside of 6 O LOCK WASHER, OR 5/16" CORNER BOLT. 3 0 00 .00 o o ... o8a, er.„.00ova . �Y� pipe bell 3/4" - 0" MIN MIN O 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND 0000 o crushed aggregate ' 17 400 LOCK WASHER, 2 BOLTS PER RAIL PER POST. J 0 2" OF AGGREGATE °I 40 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND w SECTION A-A (3/4"-0") COMPACTED )�a 1 WHITE CROSS RAILS. �•�'� 2' Min Trench = = ." AW-' O 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PACIFIC COMMUNITY DESIGN E. NOTES: foundation � \ \\\ \\� � O FOR STREETS AND HIGHWAYS AND THE OREGON 12564 SW Main Street OCN 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 ' 0 3F-1 BARRICADES [T] 503-941 -9484 N 6C-8 BARRICADE DESIGN [F] 503-941 -9485 a 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6C-9 BARRICADE APPLICATION MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: POST SUPPORT DETAIL ,<, 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN PROJECT NO.: 144-001 4. SEE STD DETAIL NO. 146 ACCORDANCE WITH THE CURRENT STATE OF OREGON 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 O 0 APPROVED BY: APPROVED BY: APPROVED BY: CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE o OREGON MICHAEL A. STONE, P.E. iii OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. a ENGINEERING DIVISION STANDARD DRIVEWAY DWG. NO. ENGINEERING DIVISION TRENCH DWG. NO. NI ENGINEERING DIVISION STREET DWG. NO. CITY ENGINEER CITY ENGINEERCITY ENGINEER 4 rIFIl . PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT I,- PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 1 42 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. air TIGARD,OREGON97223 JANUARY 2013 w/CURB—TIGHT SIDEWALK TIGARD,OREGON97223 JANUARY 2013 BACKFILL 1 80 TIGARD,OREGON97223 JANUARY 2013 BARRICADE 1 92 Qi aD VOICE:(503)639-4171 �r - v FAX: (503)684-7297 APPROVAL DATE TIGARD VOICE:(503)639-4171 �C7tL�D VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE Z EXISTING DRIVEWAY - MATCH WIDTH & GRADE A R/W LINE SEE NOTE 3 VARIES R Riverside Homes 5t IN 2% 2% SEE 2% NOTE 3 SIDEWALK f 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 SEE NOTE 2 A -0- 3RD SUBMITTAL: 3/24/2022 30' MAX 4TH SUBMITTAL: 5/5/2022 6' ► 6' 10' MIN 5TH SUBMITTAL: 6/14/2022 GEDPACIFIC 14835 d, 9722 LOCK+LOAD MSE RETAINING WALL STOP SIGN LOCATION REVISIONS Portland,Oregon 97224 (INSTALL 4" PVC SLEEVE UNTIL Tel: (503)598-8445 TYPICAL CONSTRUCTION DETAILCROSSWALK PERMANENT SIGN INSTALLATION) STRIPING NO. DATE DESCRIPTION GEOGRID SCHEDULE MAXIMUM EXPOSED WALL HEIGHT 1 PC/PT PLAN PANELS (H) 10.97 FEET _ EXPOSED FROM MINIMUM GEOGRID I r- cN,'HEIGHT, H (FT) BOTTOM LENGTH, L(FT) DRAWING NOT TO SCALE SIDEWALK 3/4" PROJECTED TOP R/W �p ( 11.00 9 10.5CURBSIDEi OF CURB 6" ��\I - 03 1 T 0p Pte' 0 9.67 8 9.5 Rq/�S '�F ` 2% MAX 8.33 7 8.5 r- STREET . (\// cA_ 6 8.0 I c • . e 7.00 TRUNCATED DOME � a • R • 5 7.0 o o O 0'27 0 a. a? . .. '11/ � 5.67 DETAIL s � 0 0 0 0°oo ° ° ° Y 4.33 4 6.0 boa o°o0 0o i 3.00 3 5.5 V\ Q\�� P 6 �o f U U U \F- QQ�� 2" OF AGGREGATE 1.67 1-2 - SECTION A-A (3/4"-0") COMPACTED Note: No Geogrid Required for Exposed Heights of 1.67 Feet or Less. ©° O° O° o � Q� EXPANSION 5.7 DEGREES O © OO zo w Q� �� JOINT (TYP) RELATIVELY LEVEL GRADE WITH 250 PSF TRAFFIC SURCHARGE (10:1)WALL BATTER 1 Q �P NOTES: * * 1Y * 1Y * 1Y * * * 1Y 1Y * * * 1Y * * * O O O Q z 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. / CURB of w Q I- PC/PT AS-BUILT 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. g ,� / _ DATA 5/10/2023 / AppF10>t� CRAIG CARSON 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED g '1 / RAMP TEXTURE MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 10.97'EXPOSED UM �1 / REINFORCED BACKFILL PATTERN DETAIL PLAN VIEW WALL HEIGHT(H) GEOGRID MINIMUM LENGTH ZONE- 4. SEE STD DETAIL NO. 146 PERGEOGRIDSCEHDULE / 3/4 AGGREGATE CONTRACTOR/ CONTRACTOR RIVERSIDE RESPONSIBLE 4' �� 4' 6" - RELATIVELY LEVEL / FOR STABLE CITY OF TIGARD APPROVED 6Y. NO SCALE GRADE H / / BACKOUT = 2%y 12: FLUSH AT SCROLLS OREGON MICHAEL A. STONE, P.E. II I II I I I II I I >° $ 1, STANDARD DRIVEWAY DWG. T,0. MIN. EMBEDMENT / COMPETENT NATIVE SOIL =1 I =1 I=1��=�11 °�1 -1 II��-�1 I I-I�Is° I-° "°- ////////////////////////// MEADOW ENGINEERING DIVISION pT,ENGINEER o ' . .t rrill PUBLIC WORKS DEPARTMENT = 12 IN. OR ENGINEERED FILL '�-III-III-III-I iiI=1II° I�-°�° °°°o: -.•.•,e,o 13125 S.W.HALL BLVD. '�-III=1I =II �' `'87'`-°°��*'�'te°figm.- TIGARD,OREGON97223 JANUARY 2013 w/CURB-TIGHT SIDEWALK I..._- TIGARD VOICE:(503)639-4171 142 -I I v o O O° ao °O 4" P.C. CONCRETE _ ;;�°o� o FAX: (503)684-7297 APPROVAL DATE UNREINFORCED CONCRETE OR MINIMUM PERFORATED PVC ROCK WRAPPED RINI MIRAFI I �I II =IIIP `� 00 O° O°0° O 00 O CRUSHED ROCK LEVELING PAD 6" I I - _ O Notes: MIN.THICKNESS 140N FABRIC OR APPROVED EQUIVALENT2" 0" IIIII I o O O 0 o°O O OGLE O o (SEE NOTE 4) 3/4"- AGG. BASEROCK 1. GeoPacific should review subgrade soils. Base of wall should be supported on stiff native soils or engineered fill. -ry 2. Backfill behind the wall (reinforced zone)should consist of 3/4"-0 crushed aggregate compacted to 95%of Standard SEC I ION 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 ` D PRof- Face Of Curb EDGED ON 4 SIDES. ��c�G I NFA.- 4. Geogrid should consist of Stratagrid SG350, or approved equivalent(Mirafi SXT, etc.). f Street Width 1/2" R. 3. EXPANSION JOINTS SHALL BE 1/2' ASPHALT IMPREGNATED MATERIAL OR EQUAL. (" O63P I ace �� 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 3 p 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. o OREGON �' �1' 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 T,0. 146 / q0 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: �� h 13, CITY OF TIGARD NO SCALE II 1 equivalent)wrapped with geotextile filter fabric(Mirafi 140N or equivalent). Date: 11/10/2021 OREGON MICHAEL A. STONE, P.E. q/G LP L - - - 12 Drawn by:ABC . , pUBLICWORKSDEPARTMENT WHEELCHAIR RAMP DWG. NO. 1 ENGINEERING DIVISION CITY ENGINEER Project: Riverside at Scholls Meadow 13125SW.HALLBLVD. EXPIRES: 12-31-24 a a i'� , _ ° �1/z° Max. C 1 Project No. 21-5693 FIGURE 2 TIGARD,OREGON97223 JANUARY 2013 STANDARD CORNER 128 6" a 4 Washington County, Oregon :TIGARD VOICE:(503)639-4171 e D. .A 0 Q FAX: (503)684-7297 APPROVAL DATE 0 'b e 4 IrIliSWIWPIPIW-VP.Wrilmr..-i, .o 06C7000o0CD.o0oOo.o0o.o0o0Ire oill+1111o1111o1.o.10 Aggregate Base 5% 0 Notes: f 19" F N.T.S. Min. PEDESTRIAN PT(HIGH SIDE) STREET a N 1. Use Oregon Commercial Grade Concrete CL PL CROSSWALK v Per Section 00440. Face Of Curb 3/40 A. Broom Finish 6" N Street Width 'g°.g° gi,ggggg, DETAILS 0 2. Expansion Joints 1/2" R. A. Place 1/z" Pre-Molded,Asphalt Impregnated, + CONCRETE PEDESTRIAN �°�° , °,., o°o°o o°o°o°o� > Non-Extruding Material At: 01) Cold Joints. 6„ - See Note 5 CURB (TYP.) _� o 5' Nd J 2) Each End Of Driveways. R=3" 1/20 Q 3) Each Side Of Inlet Structures. Road Surface _ o 4) Each Point Of Tangency Of The Curb. 5) Locations Necessary To Limit Spacing To SEE PLANS FOR SIDEWALK WIDTH \--- I (REFER TO DETAIL BY JURISDICTION) I >� L w 200 Feet. - --&--1N ad co PLANTER STRIP FALL PROTECTION FENCING I i x 3. Contraction Joints a Q I 3 A. Space Not More Than 10 Feet. GUARD RAIL o B. The Depth Of The Joint Shall Be At Least 1/3 a a .a Depth Of Concrete. Q C. Center Weepholes With Contraction Joints. u IVI wI` I I wI wI wa f o D. Locate Weepholes As Close As Possible To >olOo�o�o�o�o�olb0 •1 II . LANDING ,,, Property Lines. =�.��.i�.��.��.�.�.�� I Ni1/40 5' X 5' MIN. Aggregate Base 20" ,7I,; PACIFIC COMMUNITY DESIGN ' 4. Use 1-1/2" - 0" Or 3/4" -0"Aggregate Base III�IIII1 i PEDESTRIAN Compacted To 100% Of AASHTO T-99, Method D. 1 i E. p VIII • CROSSWALK 12564 SW Main Street Place To Subgrade, Street Structure, Or 4" In Depth, 9" 12" i I � 0.75'TOP OF WALL Whichever Is Greater. Extend At Least 12" Behind Min. 1ill� TO CENTER OF FENCE POST + Tigard, OR 97223 The Curb. oo Sawcut Sawcut I I II °;°o° ° ° ° ° 2% MAX. [T] 503-941 -9484 5. Drainage Blockout J18"-•-- X18" III 'Al °O°O° ~ [F] 503-941 -9485 , A. 3" Dia. Plastic Pipe With Coupling. o°o°o da B. Core Drill Drainage Access Thru Existing Curb Or VIII 000 ° . o 8) Vertically Sawcut Curb And Gutter 18" Each Side y,y/ FACE OF TIMBER ALIGNS WITH TOP °o°0 3% `L�° N Of Drain And Repour To Full Depth Of Curb BACK OF CURB SIDEWALK r ° ° LANDING } (See Detail A). o o - - - r PC °o°o° 5' X 5' MIN. PROJECT NO.: 144-001 Q DETAIL A CURB AND GUTTER 6. Slope Gutters At 5% Max. At ADA Access Ramps. __� (LOW SIDE) TYPE: CONSTRUCTION Plan Details.Vary Slope As Required For Drainage And Per 5' 44 OPTIONAL PARALLEL RAMP REVIEWED BY: PRE i 3 7 lrli e, WASHINGTON COUNTY STANDARD AS NEEDED ° 3 �' DEPARTMENT OF LAND USE & CURB AND GUTTER 00. �-.t TRANSPORTATION RETAINING WALL, GUARDRAIL, AND FENCING - °BEGOT, ENGINEERING SECTION i0o PLOT STAMP: 01/03/17 2:34P KELLYE EFFECTIVE DATE: 1/01/2017 WASH. CO. # 0 2010 CROSS SECTION AND SPACING DETAIL CURB RAMP CAD: 2010.DWG DETAIL APPLICABLE TO COUNTY NOT TO SCALE NOT TO SCALE z a ROAD (SW ROY ROGERS RD) ONLY - D2 . R Riverside Homes STONE CAP 1ST SUBMITTAL: 9/13/2021 CONCRETE CAP BY OTHERS i� %0 2ND SUBMITTAL: 1 /27/2022 tis 3RD SUBMITTAL: 3/24/2022 a �/ /d 4TH SUBMITTAL: 5/5/2022 \ 4 4 oI % " BRICK FACADE I/ AR #4 VERTICAL BARS @ 16"O.C.; ONLY CELLS WITH =� 5TH SUBMITTAL: 6/14/2022 CONT.#4 BAR AT BOND �. % REINFORCEMENT ARE REQUIRED TO BE GROUTED, #3 TIE BARS® ■/ A %P BEAM,TOP OF WALL It/ /C WITH EXCEPTION OF FULLY GROUTING EACH 16"O.C.VERTICAL / /o REVISIONS •Ii/ /_., BOTTOM CELL(TO PREVENT WATER INTRUSION) s' I� 'd �I �/ /� NO. DATE DESCRIPTION "4 %� (/ %" /A #5 VERTICAL BARS*, (4)TOTAL AT CONT.#4 BAR AT BOND BEAM, III 6"x8"x16"CMU BLOCKS(fm=1500psi) �� % �0 COLUMN; FULLY GROUT ALL CELLS MID-HEIGHT OF WALL /NJ %!ILI, IC AM v \ c f > -/ j �! 8"x8"x16"CMU BLOCKS(fm=1500psi) i ii, %42 _ �;� F BRICK FACADE Pi A sly . 0. BRICK FACADE \ . �. /� HOOK BARS AND VERTICAL BARS �I 0 BRICK FACADEIC 71 WE/ : MAYBE COMBINED TO ONE BAR �I ! *HOOK BARS AND VERTICAL BARS MAY �i /i iimmi Ctm (4)#5 VERTICAL BARS NWI U BRICK FACADE CA //,//, //,E BE COMBINED TO CONTINUOUS ABRS WE! GRADE _ ] GRADE al N �/ w FROM FOOTING TO TOP OF COLUMN - A.977 � A/ #3 TIE BARS C�8"O.C.VERTICALLY / it \/\/\/\ ♦I/ / /\/\/\/\/\ GRADE ■I / GRADE r/ &////,//,// -/ / /,//,/,///i / // /pt i'L' E71 \ \ A2 a A 4• --It-- ` _ o, \ \4 \ 8"x8"x16"CMU BLOCKS(f'm=1500psi) ♦ da• o A 16„ \ 4 - #4 HOOK BARS®16"O.C.,TO 1� a d • 4 • ,- EXTEND MIN. T-0"UP INTO WALL,/�� / �� . (3)#4 BARS EACH WAY ♦ d G /A\/\\/A\/4\/�\\/�\\// 2'-0"x9"CONTINUOUS FOOTING \ 2'-0" WITH (2)#4 BARS As_BuiLT / ,/v/\/ \//\//�\//\/ >• -.\,\\/\ \/\\�\\/ (4)#5 HOOK BARS* / 2-6" / DATA 5/10/2023 APPROVED CRAIG LARSON CMU WALL DETAILDETAILCMU COLUMN SECTION (-1). 3/4"= 1'-0" 2.0 3/4"= 1'-0" 2.0 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. PROF A..,D AY 963�PE C o„, OREGON O o6 13, E �8/4"�{ 3"�4' j 11" I 11" I II" I 11" 11" —11" I 11" I —1I I 4+{ 3„�8%"�{ �.9/C �A 10' In curved sections _ _ I I I 1^ Radius measured to back face of rough sawn timber rail L...L'__I Ih h fi h III 4 h I I III fi di ill Ili / I I III II " II II II I I I I EXPIRES: 12-31-24 Back of rail Rough sawn 2”chamfer h I I I I II I I Face of rail I I I I I iD timber rail Rough sawn (TYp•) 1 o I I I I I I I I (TYPJ O4 timber block 12d nail I *See details for I I I I I I 2"chamfer (TYp.) (TYP•) terminal section posts (TYp.) 34"dia.x 874"carriage bolts Post bolt p I %"hole,.314"deep I I Steel rail(Typ.)-\\_ w/hex nut&washer(Typ.) -1 3 " " w dia.x 15"carriage bolt / TOP VIEW (TYP') LL�� 0 4 dia.x t& carriage bolts w/hex nut&plate washer w/hex nut&washer(Typ.) (TYP•) ^I 00 -- r-' - Rough sawn Rough sawn timber post TOP VIEW %"dia.x 4" Steel splice "' O timber rail .� (TYP.) Oj *See general note 7 I I I I _ / Rough sawn lag screw(Typ.) plate(Typ.) ti (TYP•) (TYP•I M, =EMS - / timber post I o 2'min.—1 - -c ` - - - -�- - -�- - -�- - - r__ -__ v (Typ.) Finish grade at face of rail I w Finish grade,slope varies �, 1 M 111 E ! t Slope varies a 1:10 or flatter s% , ,N STREET , NI o v ae t,4%. F, 2"chamfer %"holes N Paved surface required to face of post N L�6" 6"�.I (TYp) I-�6"�{ U I I `EYP) DETAILS 0 0 0I/ \ FRONT VIEW SIDE VIEW N o0 ob O N N >, 54" ROUGH SAWN TIMBER RAIL /-I, (TYP-) _ (10'nom.post spacing) I p v 't / I cNi v v *Varies *Varies 0a a S"dia.x 1'� 6 6 9"nominal 1 3 �5' 3 equal spaces=2'-2" 5'�{ 3' 9"nominal 1 Lu w I deep recess Lu (TYP.) III ill Ill fi fi II III v II II II II II� II II I N , ____ II II II I I II II Back of I I , Face of rail I I rail I I 1 1 II I is 3 FRONT VIEW SIDE VIEW N 1 1 i� 1 1 II II I I I 0 12" I I I I N 'Whole,314"deep Q GENERAL NOTES FOR ALL DETAILS: ? TOP VIEW TOP VIEW (TyP.) Lu O 1. Site conditions normally require a project specific design. 17111/101411i11:1 1- See accompanying drawings and project plans for details not shown. t 1 Lu t 54"hole r Varies-S nominal PACIFIC COMMUNITY DESIGN 2. All rough sawn timber components to be shop fabricated,except field trimming,only as shown. F N (Norm l sece at _ P -— face of rail Post bolt 3. Steel rails,splice plates,bearing plates&plate washers to be shop fabricated. (Normal section) I I I I '" B /"dia.x 15"carriage bolt "+ s p Rough sawn w/hex nut&plate asher 4. Field cutting of bolts not permitted. v --- 0 12564 SW Main Street timber post (Typ.) --- - - - - , - - -— ___ 5. Place a terminal section on approach and trailing ends of guardrail installations. ', - Tigard, OR 97223 ai Rough sawn RYP") Terminal section post spacing is nominal. s. 0 timber block � vl� Install modified connections as shown. Steel splice plate All concrete shall be commercial grade concrete. [T] 503-941 -9484 (TYp.) rill 12d nail 34"dia.x 8%"carriage bolts L. (Typ•) %"holes C /� 00 (TYp.) Steel rail w/hex nut&washer(Typ.) �. 12" 1 - 6 I 503-941 -9485 (Typ.) 6. Construct face of rail on alignment as directed.Offset posts to accomodate thickness of o (TYP.) [F] . . n 11 component(s). `^ * *Field trim to provide'4"gap between r Q 11 u u I I I I I I I I u I1 7. Indicates component number. v, O P A FRONT VIEW SIDE VIEW rough sawn timberraiJs. FRONT VIEW SIDE VIEW -4— _ _ See general notes on drg.no.DET1470 PROJECT NO.: 144-001 %"dia.x 4" Rough sawn ��"(Typ.) A Q lag screw(Typ.) timber rail i �� ROUGH SAWN TIMBER BLOCK ROUGH SAWN TIMBER RAIL 0 TYPE: CONSTRUCTION Q (Typ.) I I I 1 I (5'nom.post spacing) - i I ! I REVIEWED BY: PRE a TOP VIEW C OREGON DEPARTMENT OF TRANSPORTATION Iz to OREGON DEPARTMENT OF TRANSPORTATION O The selection and use of this detail, 0 The selection and use of this detail, O TECHNICAL SERVICES TECHNICAL SERVICES while designed in accordance with DETAILS -I FRONT VIEW SIDE VIEW while designed in accordance with o DETAILS o GENERAL NOTES FOR ALL DETAILS: 0 generally accepted engineering generally accepted engineering -P 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 0 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 ROUGH SAWN DET1471 v (SINGLE RAIL) DET1470 (Normal section") v RegisteredProfessiona/Engineer. GENERAL CONFIGURATION RegisteredProfessiona/Engineer. TIMBER COMPONENTS O Z is Riverside Homes Bent steel splice plate Rough sown g Shop bend on curved side only timber post O of beginning and end of curves Guardrail pay limit Terminal pay limit 1ST SUBMITTAL: 9/13/2021 (Typ.( 00 (Typ.) - .-- (Typ.) Shoulder varies 2' Varies 2ND SUBMITTAL: 1 /27/2022 Post bolt(Typ.) O �� project P Guardrail type&len length (See project plans) E (min.) (See ro"ect laps) �."SRough sown Steel roil Steel splice plate w ill' YP ) 40'-7Yz" - 3RD SUBMITTAL: 3/24/2022 Steel rail © I® timber dock (10'nom.post spacing) II (Typ.) O a ,-, -.....-(See project pansy - (5'nom.postspacing)l®I H O(Typ.) (Typ.! g 7 I �s o'� Edge of paved Edge of paved shldr. 14' _ 4TH SUBMITTAL: 5/5/2022 ' o fashceofpostsldr.to tch � - v Pavedsh/dr. TA (Typ.( `_'__ _-_ _ _ ° '- Finish radeom' wto match face of posts Edge of_ _='_Ii II I I I III II I g a ° A ��1�- 5TH SUBMITTAL: 6/14/2022 11 I Extend 70-.1to erII (Slopevaries,2%normal) '_t_Bent steel splice plate �� i 7, T j� �see9 n3�ax a _,_'_'_�_ ,, ,,7,--, to norma/edge of (Typ.) II erdy w ° *See general note 9 ° Pavedsh/dc YP' 10 / - ' I/Z* %2"* Rough sawn timber roil ��2„ _ . • nae" I ' 4 REVISIONS j (10'nom.post spacing) c y ._____.______\------ ; C Zl O (Typ.) -Depth varies L) c w -.0A- ii,, _��, �1��2'* (See project plans) - r Rough sawn timber rail Drainage curb 1� Normal edge of paved shldr. T N O. DATE DESCRIPTION j O (5'nom.post spacing) S g (Where reqd.) AB i\\ \\ (Typ.) e, Nw. N %�\ ��i�2'+t '_,$ co SECTION A-A PLAN 0 J + Field trim the 5'(nom.(rough sown wood rails to provide %2"gap g o T 0 P VIEW IN D and post bolt clearance z ) ox _ POSTS ON OUTSIDE OF CURVES ° C C o N Shoulder width varies _ W See grading for Varies °•o a Field trim flush with tangent c (See project plans) E (See Tab/e) guardrail terminals (See project plans) �a -o rough sawn wood roil w ro • m a ,° Rough sawn timber roil a >; s n Rough sown timber roil (10'nom.post spacing) ° ° ° ` '• _ (5'nom.post spacing) il t�2^ ** l�l/z" ** (Typ.) �� /z ti Edge of paved a v - �� - - Vn - - K - - (:n Finish grade (Typ.) �� _ _ _ Finish grade o ° Cross slope shldr.to match `a, v I I I III 2 (See general note 9, u °(Slope vanes,2%normaQ / face of posts1 I � t t t t t / o.' :.o. • 0.' 3 /.fee9''''rrlga, W II I I II II II II II II I I I I L, �2" II II I i ___'- __-�' �r 1,\_______..„_.0,---,,, th I I Steel roil I I 1 • 1 II II \ / II II II II II ! I- I I I I I I I I I I I I I I I I I I H o..o ..o'o ol. �.'o.. c o: o'o �erd7note3J II II II II II II II II II I I R\ II � � Bent steel splice plate II \ II •I _ u U U U U U U U U U PIU "- II Rough sawn (10'nom.post spacing) Depth varies I I 112" *. Shop bend on curved side Only , timber block (Typ.) t,,- Steel splice plate X17 Drainage curb ,,,�: 111111 I at beginning and end of curves (Typ.) O (TypJ (See project plans) g Ground strut on /' Steel roil (T OO7 (Where regd.)`/ Oil ° (Typ.) 4 finish grade - (5'nom.post spacing) (Typ.) Rough sown 6 g a timber post SECTION B-B '� �'% C'/. � (Typ.) ELEVATION ��; Bent steel splice plate 1O1 NOTES: \�' (Typ,)O f c 1.E=2;where shown on plans. TEST LEVEL L(ft) W(ft) As_BuiLT\�' 8-0, 1U Post bolt(Typ.) 1-§, 2.Drainage curb alignment same as face of 3 TOP VIEW I guardrail Modify alignment to match face of 3(> 45 mph) 40'-71/2" 4.0 c s posts at terminal ends only,as shown. DME 5/10/2023 ** Field trim the 5'(nom.)rough sown wood rails to provide %2"gap o.R APPROVED CRAIG LA RS O N POSTS ON INSIDE OF CURVES 2 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, 7:3 max. 4. Provide terminal from ODOT's QPL.Install according to manufacturer's recommendations. RIVERSIDE 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 The selection and use of this detail, r OREGON DEPARTMENT OF TRANSPORTATION 0 See Highway Design ManualSection 4.6 Design Criteria/Establishment of Variable-Sized RecoveryAreas forguidance. OREGON DEPARTMENT OF TRANSPORTATION AT S C H O L L S A 9 Y 99 The selection and use of this detail, Ill TECHNICAL SERVICES ��y TECHNICAL SERVICES -i while designed in accordance with DETAILS q 7. "W"distance is measured to face of guardrail at end post,exclusive of end piece. while designed in accordance with \y DETAILS generally accepted engineering N 8. See Std.Dwg.RD701 for drainage curbs,where required. generally accepted engineering o 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 10.96'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 shoulder 896: not be used without consulting a TERMINAL DET1425 Registered Professional Engineer. 10.See project plans for details not shown. Registered Professional Engineer. F.,GINFF•,Q/ '': C963�PE .a.tALT-. C) OREGON O oh 13, 9, 834"-1 3"r4i1 II" I 11" 11" I Il" 11" I 11" 1 -1/" I 4={ 3"�8%"�{ �q/C L k-1'.' P � 10' In curved sections _ _ Radius measured to back face of rough sawn timber rail L_L__I III h h dl 4 h 1 -11" Ih fi / II II II 'I 1 " II II II II II I I EXPIRES: 12-31-24 Rough sawnBack of rail g 2"chamfer II I I I I I I I I II Face of rail I I o timber rail Rough sawn (Typ.) I o I I I I (Typ.) O timber block 12d nail I *See details for I I 2"chamfer (Typ.) (TM) terminal section posts (Typ.) 3/q"dia.x 8W carriage bolts Post bolt I %"hole,3�"deep I Steel rail(Typ.)-\_ nut&washer(Typ.) 3 " " w dia.x &plate washere bolt / \._t TOP VIEW (Typ') / dia.x 8/1 carriage bolts w/hex nut& w/hex nut&washer(Typ.) (TYP•) -- 100 -' +oOJ ^ ^ 7^ 00L ,,T,. 00, ,. 1 - __= 911 r-- - v Rough sawn Rough sawn timber post TOP VIEW %"dia.x 4" Steel splice "' O2 timber rail .� �Yp') Oj *See general note 7 1 I I I Rough sawn lag screw(Typ.) plate(Typ.) ti (TYP•) (TYPJ M, --- Rough post I 0 2'min. -- -c - - - -,-- - -�- - -�- - - -- ---- v ( yp•) Finish grade at face of rail I r Finish grade,slope varies a.' 2' , 1 _ _ ,. _ _ . _ _ . _ _ _ M -___ 111 E ! � Slope varies a I 7:10 or flatter s% I STREET m N o aP�d�%es o 2"chamfer W holes IN Paved surface required to face of post . IN r-6" 6"�.I (Typ) I-�6"�{ U `EYP) DETAILS CN U0 0 oI/ NFRONT VIEW SIDE VIEW Nob ob O N I N >, 5/9" 7 ROUGH SAWN TIMBER RAIL Ocn (Typ-) _ (10'nom,post spacing) I O / O --- -I 0 v v N v v _- 1- *Varies *Varies O a a S"dia.x 1'� 6 6 9"nominal 1 3 5'�} 3 equal spaces=2'-2" 5'�{ 3' 9"nominal 1 w IN I deep recess II w M (TYP•) III 111 111 A III III v I I I I II 11 II II 1 1 I I N , II I I I I II II Back of I I , Face of rail I 1 rail I 1 1 I I ie 3 FRONT VIEW SIDE VIEW N I I I I �� II II 11 I I 12" I I I I vi TOP VIEW TOP VIEW 34"hole,3'4"deep Q GENERAL NOTES FOR ALL DETAILS: w O 1. Site conditions normally require a project specific design. FILlii, 1- See accompanying drawings and project plans for details not shown. t 1 w t "hole r Varies-5'nominal PACIFIC COMMUNITY DESIGN 2. All rough sawn timber components to be shop fabricated,except field trimming,only as shown. N rm sec at 7 _ P -- face of rail 4P - Post bolt 3. Steel rails,splice plates,bearing plates&plate washers to be shop fabricated. I (Normal section) I I I I I �"' 5 °dia.x 15"carriagebolt 12564 SW Main Street N w/hex nut&plate sher 4. Field cutting of bolts not permitted. v o o Rough sawn (Typ•) ai _ ___ ..._ timber post 5. Place a terminal section on approach - - -- n - ___ and trailing ends of guardrail installations. > Tigard, OR 97223 O Rough sawn vj� (TYp•) s �G� Terminal section post spacing is nominal. g v v timber block Install modified connections as shown. Steel splice plate ' "' [T] 503-941 -9484 (Typ.) ® 12d nail 34"dia.x 814"carriage bolts ®I (TyP•) All concrete shall be commercial grade concrete. (Typ,) Steel rail w/hex nut&washer(Ti',.) %"holes N oo AM� .1 /2„ 4°- 6" F 503-941 -9485 (Typ.) 6. Construct face of rail on alignment as directed.Offset posts to accomodate thickness of io (Typ.) [F] . . v 11 component(s). `^ N * *Field trim to provide 5"gap between s Q 11 II II I I I I I I I I i II l l 7. 1 Indicates component number. ,,, O p A FRONT VIEW SIDE VIEW rough sawn timber rails. FRONT VIEW SIDE VIEW - - 1� See general notes on drg.no.DET1470 II PROJECT NO.: 144-001 %"dia.x 4" Rough sawn 11 �"(TYp•) n Q' lag screw(Typ.) timber rail i y� ROUGH SAWN TIMBER BLOCK ROUGH SAWN TIMBER RAIL 0 TYPE: CONSTRUCTION Q (Fyp.) I I I I I (5'nom.post spacing) N I ! I REVIEWED BY: PRE � TOP VIEW C 3 OREGON DEPARTMENT OF TRANSPORTATION IzL-10"--1OREGON DEPARTMENT OF TRANSPORTATION O The selection and use of this detail, 0 The selection and use of this detail, O rn 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 o DETAILS O generally accepted engineering generally accepted engineering -A I principles and practices,is the sole STEEL BACKED DETAIL NO. -4. 1. See general notes for all details on drg.no.DET1470. principles and practices,is the sole STEEL BACKED TIMBER GUARDRAIL DETAIL NO. O VO responsibility of the user and should TIMBER GUARDRAIL ROUGH SAWN TIMBER POST 0 responsibility of the user and should (SINGLE RAIL) v not be used without consulting a (SINGLE RAIL) DET1470 (Normal section*) not be used without consulting a ROUGH SAWN DET1471 Registered Professional Engineer. GENERAL CONFIGURATION Registered Professional Engineer. TIMBER COMPONENTS .O QD2 • 05 2 J L , 1) SW JEAN LOUISE ROAD 0 w a N __> Z J � w w M = z- F a > ,r ,= o I- -1- Z 0 - I- Z - cc z - 3- s"--...---'•••-. L.. .." - - — — .-- L, ' ,.) —, ,— 2 R-1 Riverside Homes N ----Th.....,___I SW GRAND ST Lu LD— Lu cc >- - 0 3- 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 I J 125 I 20 1 INSTALL STORM MANHOLE PER CWS NO. 010, iI ®" a I SDMH SHEET D3.01. 71" =}O — — z I ' _ F 1C SDCI 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS J �� Q 1D.1 TRACT A 22 DWG NO. 330, SHEET D3.02. SEE TABLE THIS N M I, i p N _ 3A SDMH SHEET FOR INLET INFORMATION. /.\S-B1JIL_.1 DATE 5/10/2023 SW GRAND STREET SDLN 2 I/ F� 1D Z W as- 1 I W J = w w— \\ 1 8.00' SDMH 21 A PROV® CRAIG CARSON 13+00 0 N Zwo PUE, TYP. 1E Wit. �!14*� �� w ..-- ...,„„„------r-, r�r�, , 0 INLET DATA: N __�►� o ®EE�SHEET 31 m o ,i,'.�.�.1 �� \ , 0 SDCI 1 D.1 SDMH r ��► S 3A RIVERSIDE ® 1 A SEE SHEET ® / \ = DAN I- 14+19.54, 15.50 L ® SDMH �® / 64OO ' Z W (GRAND STREET) 1B i 3B — J W - SEiS-FIE- T31 b `?moo ZRIM/TC - 263.36 AT S H O L LS TRACT H SDCI TRACT G N In 10" IE OUT 258.05 257.1 i, 1 D.2 s� -%.*-----.... W 10.32 LF (PVC) MEADOW EE SHEET 311 \ _ W CSS=0.319'30.1938 3B SDCI 1D.2 SDLN-1 - PLAN 14+19.97, 15.55' R (GRAND STREET) SCALE: 1" = 40' RIM/TC = 263.04 10" IEOUT = 258.04 20.74 LF (PVC) @5=0.1587 0.1369 280 280 ((fGINF\ C 8�4�9p63P_oE C� 7..' ° � � � FINISH GRADE @ �1cD OREGON h 13, �O STORMLINE CENTER 270 q, °6 N 270 8"WT/12" SD_ _15.76 LF 18" (PVC) EXISTING GRAPE @3.12' CLR @ S=-0.0058 STORMLINE CENTER EXPIRES: 12-31-24 260 A , - 260 260 - - - _o i - , J I -J 103.16 LF 18" (PVC) SDLN ' 1 @ 5=0.0050 250 250 PLAN AND PROFILE o ` Z E SEE SHEET 31 50.26 LF 18" (PVC) r, z w o N @ 5=0.0052 'n I- o oco 00 W in N 240 • ,I-1-1 1.-. II N J 40 o I va, La � N � C9NI 240 O co J w >Z N J :^.Z ea �f'1 p + :2-, Z O _ M i7 ~ 00 M W NI N N Q Q W W O W u, •c w Cn o �?N r o0 00 00 ^ co 1 If) I - a I- O Q, lin I-11 V1 N- o N. N O O N N N — N � C9 f�I cN cV n cn U + p L+ N _Z Z Z -' p (NZ Z Z - w 230 = 7,1 Z a N W W W r � j �ZNaN -r=W W W - - 230 n p HV01,7,1 °° N6 p 7, 07, lO O 6o0 I Ln Lni I Z N Pi II II) SCALE PI � CLASS 'B' GRANULAR BACKFILL Et BEDDING - 40 0 20 40 PACIFIC COMMUNITY DESIGN o 220 220 _—_—_�_ 0+25 1 +00 2+00 3+00 3+50 (i) 1 c 40 FEE 12564 SW Main Street Tigard, OR 97223 SDLN-1 - PROFILE [T] 503-941 -9484 N HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' [F] 503-941 -9485 z a> v, PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION o 0) REVIEWED BY: PRE C 2 0 O. 0 0 0 v v , 301 a z l 2 L , , J SW JEAN LOUISE ROAD 11111 ( . ( w dMINIM W M 0 z -- o Z C -- Z 'A - � � a �_�_ N' Li - 3 �.)N El 3 L-L_ 3 s Riverside Homes SW GRAND ST 8 �� 0 > - ;,, 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 I SEE SHEET 307 SEE SHEET 308 r REVISIONS ' '� • I 'i w SDMH SDMH a 49 NO. DATE DESCRIPTION 21 li O ` ISDMH SDMH I IJII ! I8.00' SDMH • ;z .IIS I I 1F 34 1G 1H 35 11 I I I 48 PUE, TYP. 1J SDLN-1 �1 Z �+`' I\. 0- - 0 0 0 1 '�` l o SEE SHEET 303Ln on 3 0 Z _ _ _ _ _ _ sc, Z _ _ _ _ � IM �' I GENERAL NOTES: O - N I o3 \ J N.� _�� I 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 3 0 N �` SW GRAND E 16+00 17+00 8+00 N 19+00 STREET 20+11 "'SDLN-1 20-75 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE Z W - •'' I - I 5+00 - -� - .+1I - ,r__ - 7�p - 8+00 _E o w NOTED. J Li] `' 1 SD 1 SD I uJ O N - ® W. W'� W W W y)r- ( W� -W V W W- - z l w - 111 o`' I - - - - - oI - - - - - - NL__ _ _ STORM NOTES: -"T- od -3D ngill -- - 3GI-- 1TRACTG� ■�rl� � - ---- -- 1SDCI mom TRACT F � SDCI (4r �� Vaa�n TRACT E SDCI SDMH I INSTALL STORM MANHOLE PER CWS NO. 010, I �.�P i 1G.1 1H.1 " 11J.1 1K I .T>< SHEET D3.01. 3A 3B 3E 7 3H 31 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330,NSHEET NE TABLE THIS I\S-BIJIL__ 1 SDCI SDCI SDCI SDCI - 1F.1 1F.2- SDCI SDCI SHEET FOR INLET INFORMATION. 11.1 11.2 1K.1 1K.2 DATE 5/10/2023 APPROVED CRAIG LARSON INLET DATA: SDLN-1 - PLAN SCALE: 1" - 40' 3A SDCI 1F.1 3D SDCI 1H.1 m 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-0.29010.2864 @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 @ 93.56 LF 18" (PVC) STORMLINE CENTER RIM/TC AVE) RIM/TC AVE) @ 5=0.0050 _39.96 LF 18" (PVC) 44.30 LF 18" (PVC) 3B 9D80 87? RIM/TC = 266.14 RIM/TC = 263.90 EXISTING GRADE © @ S=0.0050 76.84 LF 12" (PVC) 19.50' R 12 IE IN = 258.99 12 IE IN = 259.81 8" WT/12" SD @ S=0.0050 (SABRINA) 31.00 LF (PVC) 31.00 LF (PVC) STORMLINE CENTER @ S=0.0050 5.94' CLR RIM/TC = 2(1.;.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 4.49' CLR - 39.00 LF (PVC) 49.12 LF (PVC) 49.12 LF (PVC) PR( FS' F - - - - - - - - - - - - - - _ - - - - - - � - - - - - - ' - - - _ ©S=0.0476 ©S=0.0215 @5=0.0109 C 963PE 4s/ ' 3C SDCI 1G.1 ® SDCI 11.2 ® SDCI 1K.2 ' 153.16 LF 12" (PVC) 149.74 LF 18" (PVC) 16+59.76, 15.50' R 9+79.50, 15.50' R 9+79.50, 15.50' R @ S=0.0050 260 © S=0.0050 J I -/.4:--7,;:,,..260 (GRAND STREET) (172ND AVE) (171ST AVE) h OREGON�� CI- RIM/TC = 267.56 RIM/TC = 266.18 RIM/TC = 263.84 , 13. � - 10" IE OUT = 262.44-261.9 12" IE OUT = 259.61 12" IE OUT = 260.43 q/G' L, LP` J 13.58 LF (PVC) 31.00 LF (PVC) 31.00 LF (PVC) @S e.3+46 0.2747 ©S=0.0200 ©S=0.0200 EXPIRES: 12-31-24 250 R 250 Lf1 O zW Z rn Q' 00 M 0 M M M N• _ _ ce '� In R W , In N N Z Ill N O __3 _w 3 00 -cn _ v W N N a, Ln N N N M 0 OM J Z moo Q J W Z N so O J w so M Q _ 00 c0'cr I- •• 00• N N N 1- W ix) U, Ln 00 M O O 0 M ~ �O 0� 0� M ~ O - LP)• W O M Z Z Z 0 • 0_' � � Ln ai � N O N 0' 0' N 240 W I� N Ln'Lu LLI M 00 N I ce N N N = II Q T N W W W W O t~/1 N N Lr;N ^ N N 240 SDLN - 1 Lf) Lf) `� `,1 `� " Q ' `� 44m - - + � zz � ZZ � PLAN AND PROFILE • ao _ � a � a o Y + a .o l.n �_ t~ _ NNN ? ° L�+ N NN = 000 + soZZ 0 LnIi Ln x- x- ,- x- = NQ ^ NW W I±1 O + - - O t O .p Z Z Z ^ Z Z - - - _ 7 V) , NI W W W oL00 + .o - - - 0 ,- so0 + so - 0 = � Z< '1 Nww w oH °c a - _ - - II II II = II . ISI N W W W W = II a II N W W W a Q a _ - - v) v) C7 N x- O .- 0 1- ,_ H - iN iN iN a. E < cc a � - - - � < c .a � - - 01- 0I- coo co LALA - LAcc - - O H 0 H bo iN iN bo 0 I- 0 I- co 0 0o in in in cc N V) V) L) cc x- .- .- x- V) N V) 2301- CLASS 'B' GRANULAR BACKFILL Et BEDDING -1 230 N _o 3+50 4+00 5+00 6+00 7+00 8+00 9+00 T 0 o SDLN-1 - PROFILE LuLuuJ HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0) 3 o 7I:rii I i) Z SCALE , 1"1) 0 40 0 20 40 PACIFIC COMMUNITY DESIGN 0 0 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 O 0 [T] 503-941 -9484 , [F] 503-941 -9485 0 r PROJECT NO.: 144-001 0 Q TYPE: CONSTRUCTION REVIEWED BY: PRE 0) C 3 2 0 0- 0 0 0 4 v 7 302 0 a z J L , . 1) SW JEAN LOUISE ROAD J o Lu a w Q Z_ J M a w _ z -1--- = a a a oz I- �- 7 f Z Z N - r,�-3Lf, N K m a u N N R-1 Riverside Homes , N SW GRAND ST >- - 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 Io ' 50 51 52 53 54 55I REVISIONS -+ SDCI SDMH SDMH SDCI LI z 1= ;st(All� 1L.1 1L II . 1M 1M.1 s y NO. DATE DESCRIPTION ) I c;,1; • L.... 1 ■1■I 3A 1 2 II m - -. - \ --1 - MM 1 o+QIe O MEI ss e ss ss��! L'I + - N. - 1i � - - SDLN-1 -iM - ,. f• e M i N W o .:� M 0+00 I M I M + t i Li 1 +i 1' 'h ® NomII J l GENERAL NOTES: 1 _______SW 171ST AVENUE - V + - ■n ) _ ___ / - -17- ® N I 1 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. STORM LATERAL TABLE • 8.00' 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE 64 3B I PUE, TYP. 3D � I NOTED. SDCI I SDCI I I �I I LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL 1L.2-I- i 1M.2 I I II 65 I 63 62 61 60 59 58 57 56 I LOT 49 SDMH 1 L 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 37.00' 2.00% 261. 51 AS-BUILT LOT 51 9+80.27 (SDLN-1) 38.37' 2.72% 261.8 PVC I 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 © 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. 3 .23' LOT 55 11+12.27 (SDLN 1) 37. 00' 2.00% 262.477 PVC 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) �5� PROFFi CSS-0.0200 CSS-0.0200 //10 g4g63 E4 �� 280 280 3B SDCI 1L.2 3D SDCI 1M.2 � 10+73.71, 15.50' R 12+91.01, 15.50' R �J --� EXISTING GRADE ® o OREGON FINISH GRADE ® (171ST AVE) (171ST AVE) 00 STORMLINE CENTER RIM/TC = 268.14 RIM/TC = 266.86 h 13, 10" SD/12" SD STORMLINE CENTER ,9/ - 10 IE IN = 262.34 10" IE OUT = 262.00 G L. LP 2.23' CLR 31.33 LF (PVC) 13.86 LF (PVC) 270 _ _ - - - - 270EXPIRES: 12-31-24 - - - CSS=0.0200 @S=0.0216 - � 12" IE OUT = 261.94 193.08 LF 12" (PVC) A 22.12 LF (PVC) _L_ C S=0.0071 ®S=0.0200 260 _ _ - ' - 260 66.95 LF 12" (PVC) SDLN - 1 ® S=0.0050 4" PROPOSED STORM LATERAL, PLAN AND PROFILE 3 F La z, E 250 g J Z^ o W Z - Z --w 250 N I O v O 0 00 If) � x- I. o_ 0 O 3 o) • M N �� O• n I w N. N Ian .00 ID �O II O O c.iO N > Lf1 N N ? J OT Q 1'h pp Z Z ' Z o w c ^ - - (II o - 0 +'oZZ O � 0 +'0 - - Z - oo > N °ONN I- T = u '_n °I° Ncwww � Q `^ <It w - � � Q � � zz0 0 240 CQ -R Q ` - - p ~ ^ F Cf`IN CSI 1-4 - z II N II NW 661661 240 0 i- ,_ 1- N N N t/1 t/1 IA Ce .- .- .- II v) v) _.VI f: - x- x pQN. i- - 7 N p N1 If) �-- V) Ce `'' 235 b - CLASS 'B' GRANULAR BACKFILL Et BEDDING -I 235 w 8+25 9+00 10+00 11 +00 11 +50 I3 0 1::! 4 Di, „,0 ,'T SDLN-1 - PROFILE SCALE �� HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 40 0 20 40 PACIFIC COMMUNITY DESIGN 0 O 1 INCH40 FEET12564 SW Main Street Tigard, OR 97223 O [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 2 TYPE: CONSTRUCTION E REVIEWED BY: PRE C 2 0 8 O 0 4 v , 303 Q Z I L , . 2 l 2 L , , J SW JEAN LOUISE ROAD . ( . ( 0 Lu a Q J i u M I I F v Z o z Lr, Z C Z - a 3 3 i -,i R Riverside Homes -I I SW GRAND ST 8 0 1ST SUBMITTAL: 9/13/2021 KEY MAP ® 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 3_ SEE SHEET 306 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE N .y° NOTED. TYP. SDCI --1- ‘- � vv [I a I o ,o 2 N a I SDCI 11 SDMH SDMH z o 3C J L______. 10 2A,1 8.00' 1C 4A a - x- As-BUILT -- - - -- , 4\ MI ` 3A PUE, TYP. 1 1 o R 8 Mo STORM NOTES: �� .► CO 5/10/2023 somiammaggi AMMIINATIWA : : APPROVEDCRAIG CARSON 7 + Ln SW z ��. J WLLI 1 INSHSEETLL D3 DORM MANHOLE PER CWS NO. 010, 1. 00 QQ a+qL I ss - ss11 00 U O I GRAND STREET �2+ • I o 0 - ' I S a , �,, q ssi, °0 2+00 13+00 SDLN-2 i 00\ N STORM LATERAL TABLE Ln , Me. �, nn 3 - I n W1C INSTALL FLAT TOP STORM MANHOLE PER • , ` Wa - ` CWS DWG N0. 050, SHEET D3.01. v1 LOT # STATION LENGTH SLOPE IE @ LOT MATERIAL 2 INSTALL 4" PVC STORM SEWER 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 SEE SHEET 311 D3.03. SEE TABLE THIS SHEET FOR LATERAL SDMH SDCI SDMH SDMH SDCI 1C Pil I LOT2 4+15.44 (SDLN-2) 38.31' 2.00% 257.397 PVC INFORMATION. AT SCROLLS • i 2D 2C.2 2C 2B 2A.2 SDMH +77981 0 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS I 2A LOT 3 4+02.44 (SDLN-2) 37.00' 2.00% 257.323 PVC MEADOW DWG NO. 330, SHEET D3.02. SEE TABLE THIS -fl I SHEET FOR INLET INFORMATION. i 14SDLN-2 - PLAN SCALE: 1" = 40' INLET DATA: PRof � F,�G1NFF•.Q/ 963PE 3A SDCI 2A.1 3C SDCI 2C.1 12+16.67, 15.50' L - 10+87.96, 15.50' L v OREGON (GRAND STREET) (GRAND STREET) oh 13, `10 RIM/TC = 260.51 RIM/TC = 260.15 �q/ 270 270 10" IE OUT = 256.05 10" IE OUT = 256.48 G LP 20.31 LF (C900) 18.53 LF (DI) 71.52 LF 12" (PVC C900) EXISTING GRADE © ©S=0.0273 ®S=0.0200 EXPIRES: 12-31-24 4" PROPOSED @ S=0.0041 FINISH GRADE @ STORM LATERAL 8" PROPOSED WATER ::R:L:::TIR_ LF 1 " (PVC C900) ER36 SDC12A.2 3D SDC12C.2 11+84.84, 15.52' R 10+78.91, 15.50' R 260 (GRAND STREET) (GRAND STREET) (17 RIM/TC = 260.26 RIM/TC = 259.54 _ _ 10" IE OUT = 255.77 10" IE OUT = 256.36 111___ - - 23.57 LF (C900) 16.05 LF (DI) SDLN -2 65.85 LF 12" (PVC C900) ©S=0.0116 @5=0.0161 @ S=0.0057 80.0/CLRD 167.74 LF 12" (PVC C900) @ S=0.0054 250 250 PLAN AND PROFILE N w.� U Q O Z E Ni . J Lf) a 2 M I- � ,O b N Y---1 N V N7 � 0 MN NO J 3NZ 0, OOp J Z N Qso Z 33z M 001 Z wiz - M M 0 vLrl N _ J J - N M Cl- N I! N I- = I- .N-. CD 7 Li-; = M H N N O El M O O Li-; 0 so c� O + p. _ 00 W In Lid In = ~ L Ni c' c' Ln i_ N N N 240 I- ‘-c) 41 „Jul Q �. ce � un unUlN o ° � L11II1N pNw oW °° ' '• 240 II Z ISI N W N 00 i _• M Ni Ni Ni II N • i_ •(NI. 'T lPf Lf1 II ^ CC ^ tf1 Lf1 Lf1 II W W c,'-' M .;i'- N p Q II a W N M II II II ~ rn ~ N N 5 M I- • ^ Ni N NO OO Ill Ill NJ II Q Q Q : T. W • = a M Ln O� II II = a O t/) N N II II II I- O O Ni Ni N = T LL- N C. N E2 rq O O Z + E Z Z Z O O p r+ Z Z O O N p •o O Z Z Z U I+ N O N II II II Z Z Z = O Nww w W - Z M H - M + sr - - - 0 II Q II II - - - - [\I W W W '- Z N N W W W W rn QQo Q : - . : F- Q < Q ° - - - H u Q u u - - - = u Q u Nw_ w_ w_ w_ o LLL N l.7 t~/) a' - O O ,- v, l7Lel 2 iV iV iV J F- U F- -- iV O O p F- 0 F- -- co 'IV iN 60 t/'1 N In = 230 H CLASS 'B' GRANULAR BACKFILL Et BEDDING i 230 0, 5+00 4+00 3+00 2+00 1 +00 0+55 SCALE \....••••••••, Z 40 0 20 40 ("g) PACIFIC COMMUNITY DESIGN J Q N -,T2 SDLN-2 - PROFILE 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 0 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' [T] 503-941 -9484 v 4 , [F] 503-941 -9485 0 r , PROJECT NO.: 144-001 0 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE C 3 2 a 0. 0 0 Co 4 v 7 304 0 a z J L , , . 1) SW JEAN LOUISE ROAD t: 0 ul Ci_ w a = a o J Q r Z c ~ Z Z , - K N X X ' - \./, -<""--- _ a . N R-1 Riverside Homes ��N ,-,.2., \, y SW GRAND ST E 0 0 ,, 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 5TH SUBMITTAL: 6/14/2022 SEE SHEET 304 5 SDCI SDMH aa;a� I 3B REVISIONS `' I 3A.1 TYP. ^` II 3 � l 3A 2 1 _ .. �, ,1�'° � � I _ NO. DATE DESCRIPTION _ N lc o ° °°� ° SDMH N N = SW 175TH AVE °°" � _ 2C '' ' Q° :: * SS ss sS at :•as' 1+s I — • I — +- \ — 2 •f xi > 4 I SD I SD I ,� TRACT H o ► W W ,7-nn w I� I 1 W • _ ri H a` 4 W --"r SDLN-3 177 ° x Rz rn v �\ I N — o 8.00' I 1C 3B 1C 2 FUE, TYP. GENERAL NOTES: SDLN-2 i SDMH SDCI SDMH TYP. 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. SEE SHEET 304 / 2B 3A.2 3A / 10 9 8 7 6 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. / 0 / 1 AS-BUILT 1 . STORM LATERAL TABLE STORM NOTES: DATE 5/10/2023 f LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL 1 INSTALL STORM MANHOLE PER CWS NO. 010, APPROVED CRAIG CARSON 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 [-T1 I 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/12 ., c�GINF\ C� 84963PoE 3A SDCI 3A.1 270 34.68 LF 12" (PVC C900) FINISH GRADE ® EXISTING GRADE C� 270 3+79.34, 15.90' R o OREGON 00 rC S=0.0050 / STORMLINE CENTER STIDRMLINE CENTER c 13, �O f (175TH AVE) h 129.93/L ?05°)\ LF 12" (PVC C900) RIM/TC = 260.39 �,9/ �S-A 8" PROPOSED 10" IE OUT = 256.48 L. LP // 260 _ _ _ _ _ _ _ - - — — — WATER 12609.14 LF (C900) EXPIRES: 12-31-24 _i_LI::E_L I ' I : ®S=0.0200 _ 4" PROPOSED — 3B SDCI 3A.2 L� STORM LATERAL, �.,--4" PROPOSED t TYR. I SANITARY LATERAL, (13+79.55,H 15.75') L TYP. RIM/TCA 260.33 250 8" PROPOSED J ,v, v - 250 10" IE OUT = 256.35 (-,1 bco J 3 z w SANITARY b J v ^ 13.05 LF (C900) SDLN -3 _ r, ,Q .o @5=0.0200 = M ~ N N [1 J M L Ln • • PLAN AND PROFILE pp re) W 0 in In N Q c Z -- W W so N l • In In M O Q l- U 240 O +' ooa. zzoL " 000 � rn + 2NN2OW 240 C tjl r„,-- Ln Lf1 Ln fII = II Lf., II U W II Q II N W W W M > o N N N Q Q — Q —d N r II II II .1 N - N 2 v- J F- 0I- -- N N N O Q + O Z Z z 0 V Li_ N t/1 (yV W W W W F- II , II II — — — — cN 230 230 0+75 1 +00 2+00 3+00 3+50 10 0 I- LL LLI::r 0 ii Di:1 SDLN-3 - PROFILE �•r'� SCALE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 40 0 20 40 PACIFIC COMMUNITY DESIGN o N L,--) 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 O [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION 2 0) REVIEWED BY: PRE C 2 0 0 0 0 v v i 0 305a z _______l \ , l J ` , \ , l l" SW JEAN LOUISE ROAD r r - r 0 W _ Q - 1 W W M = a a a o = v - n ^ z SDLN-2 3 3 _, ' 6 R ' Riverside Homes SEE SHEET 304 SW GRAND STw �� 8 �o 1 1 3 1ST SUBMITTAL: 9/13/2021 g KEY MAP e 1 N 2ND SUBMITTAL: 1 /27/2022 TRACT H 0 3RD SUBMITTAL: 3/24/2022 z 4TH SUBMITTAL: 5/5/2022 I`f, 11 12 13 14 15 5TH SUBMITTAL: 6/14/2022 U7 SDMH rn • SDMH SDMH SDMH REVISIONS M 1A 4A.1 4B 4B.1 TYP. = v SEE SHEET 311 3A [Ti III m NO. DATE DESCRIPTION Irl , ? ,:' 00000 o SW 174TH LOOP n X W [\\ SDMH -• °�- - T. 0 \ 1B 1 11+00 0 SSv :: ss ��s� Qin :: SEE SHEET 311 [ _ - -M +R. I- -�u� � •ti SD \ %%`%1''e, AIV w I -'' I ,.. ; 1 eaaa°. , .,li g / � dada a o 7:: 4111 _ ss6 / F 36III 2 8 00' 3D GENERAL NOTES: ^' SDMH SDMH TYP. PUE TYP. SDMH 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. s'74 VT J / 1 4A.2 4A � 4B.2 � SDMH 20 19 18 17 16 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE `��J 1C NOTED. AS-BUILT STORM NOTES: DATE 5/10/2023 I II INSTALL STORM MANHOLE PER CWS NO. 010, APPROVED CRAIG LARSON SHEET D3.01. SDLN-4 - PLAN © 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. 3 INSTALL INLET CATCH BASIN (CG-30) PER CWS RIVERSIDE DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. AT SC H O L LS STORM LATERAL TABLE MEADOW LOT # STATION 1 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 m SDCI 4B.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 �� ) PRO/C 10" IE OUT = 257.56 10" IE OUT = 256.59 ��GINeF�* LOT 15 SDMH 4B 37.01' 3.55% 257.315 PVC 18.76 LF (PVC) 29.57 LF (PVC) 84963PE 270 270 ®S=0.1365 ®S=0.0374 136.85 LF 12" (PVC) LOT 16 SDMH - 4B 31.01' 2.00% 256.367 PVC 35.35 LF 12" (PVC) ® S=0.0066 _ 3B SDCI 4A.2 3D SDCI 4B.2 0, OREGON o ® S=0.0051 EXISTING GRADE C 2.00% 11+13.23, 15.50' R 12+79.31, 15.50' R 06 13, `L e. LOT 17 2+56.57 (SDLN-4) 31.00' 256.251 PVC STORMLINE CENTER (174TH LOOP) (174TH LOOP) qiG L \ A' - EIN�SH-FIN _ _ -- -_ _ LOT 18 2+08.57 (SDLN-4) 31.00' 2.00% 255.935 PVC RIM/TC = 262.31 RIM/TC = 261.45 260 T - - - 260 10" IE OUT = 257.50 10" IE OUT = 256.59 EXPIRES: 12-31-24 o - STORMLINE CENTER 13.90 LF (PVC) 26.30 LF (PVC) LOT 19 1+90.07 (SDLN-4) 31.00' 12.04% 258.926 PVC @5=0.1798 @5=0.0421 , / I I - 0 , , S LOT 20 1+57.07 (SDLN-4) 31.00' 2.00% 255.596 PVC 4" SS/12" SD 250 _8" WT/12" SD 0.84' CLR 250 3.11' CLR 4" PROPOSED N SANITARYLATERAL, SDLN -4 co z viz �- TYP. o w3 La N M 3 w3zz PLAN AND PROFILE C) w •o � � •• N •o J z3vo 4" .PROPOSED ^ MM � � w 240 0 O 8 N N N " M 0 o� o o v STORM LATERAL, o - O � N- w w N 240 4 N N O O u u u N 6- Ln L[l Lfl N Ln 0, Ni N N N N E UrnCI ,0ZZZ o azO en ^ Ln Ln Ln II TYP. m + - I� n n ZZ - ,p = p Q p N W W W W a + O M nj Z_ Z Z r'l II II II = I = N ~ N N - - w w w a ce a + O rail ,- ,- N- Q � aNW_ WW W 0H ,- H - 00 CV N 0 H ^ I- cN O O cN I 0 N 230 �' �' � �' � � � � � 230 0 o 0+75 1 +00 2+00 3+00 3+50 I0 M W N SDLN-4 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Ftili" SCALE (1) -7. 40 0 20 40 PACIFIC COMMUNITY DESIGN J a N 0 1 INCH = 40 FEET 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 [F] 503-941-9485 z 0 r PROJECT NO.: 144-001 D 0 Q TYPE: CONSTRUCTION O REVIEWED BY: PRE 0) 2 a rn 0 3 0 4 g 306a z J L , . 1) SW JEAN LOUISE ROAD I J 6 Ln w a Lw L Q -,_ J M _ - � a - a a o 1- - c s z - z N - z N �_ - a - ,,.-2, " " " " - P, R-1 Riverside Homes /� I I I I _/ s ___, " - - - SWGR ND ST uJ 0 ,, " 1ST SUBMITTAL: 9/13/2021 SDLN-1 /I 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 / D 5A.1 TY'. 8.00' 5B.1 5B D © PUE, TYP. m III REVISIONS II ° zI 3A I - - Al 1 NO. DATE DESCRIPTION rn aaaaaa.BBI�EIb`lE$$ E °aaaaaaaaa a :' o,, rn �y ,��77 �� •�-.. ° 661.i.' al:\�/v', ❑ .. t. ----- _ • ,n II c 10�m SW SABRINA AV: 0 :: s :111 3/24 S p: SSDLN 5• � 3+•• I lir h-* STORM LATERAL TABLE I o I r - �s ,, tet��i X S D ® M 1+70 w 1 w N N Ln W N W -�-� MX- LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL •1- o :000 I '77' 7 000;.00� �I_UF F aaa a< dada aaa. aa'aaaaa � �`aal. l_� LOT 21 1+75.50 (SDLN-5) 41.00' 2.00% 262.474 PVC Z ,// i- -- �� . PEI r� - 1 --- - LOT 22 2+08.50 (SDLN-5) 41.00' 2.00% 262.807 PVC SDLN-1 I 3B II © 3D LOT 23 2+20.50 (SDLN-5) 41.00' 2.00% 262.928 PVC GENERAL NOTES: SEE SHEET 302 SDCI SDMH TYP. 5g CI o 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 I 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 NOTED. 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: LI I .1 1 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 N0. 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 I 280 FINISH GRADE ® EXISTING GRADE ® STORMLINE CENTER STORMLINE CENTER ® 5=0.1071 / INLET DATA: \S�� D I ROFF � F 270 270 84963PE �� 215.48 `` ""`-- � 3A SDCI 5A.1 m SDCI 56.1 _�� ® 5=0.0101 10+71.90, 19.50' L 12+96.14, 19.50' L o OREGON o (SABRINA) (SABRINA) °6 `L I ' ' " RIM/TC = 268.60 RIM/TC = 266.85 C,1<j�/ 13' 260 260 10" IE OUT = 263.70 10" IE OUT = 263.89 C L. kP 22.50 LF (PVC) 24.13 LF (PVC C900) 4" SS/1 i EXPIRES: 12-31-24 0.73' CLR 4" PROPOSED w Ir �, ®S=0.1188 ®S=0.0203 STORM, TYP. 4" PROPOSED m 8 J w o SANITARY, TYP. _ ; 8 -0 0N• 3B SDCI 5A.2 3D SDCI 5B.2 M D 10+70.76, 19.50' R 12+93.51, 19.73' R 250 - o 1- M M N _ 250 (SABRINA) (SABRINA) o "' t a - N N N ii RIM/TC = 269.41 RIM/TC = 267.00 b 4 3 -- o J zw ONZ � I� zz =O ~ 16.54 LOF PVC 64.50 107.80 LOF PVC C900 o UT = 263.76 .. Ln o-m o a lal m a N w w w S=0.2099 ) ®S=0.0200 ) SDLN - 5 O� W In (3'i IP In Os M'ID N N N N Li-_, 1Ill- N N - O O NI W _ PLAN AND PROFILE � � p �p In tf1 In N Q � Q � ^ II a II � 240 Ce 7v,8 . ilNN LI, 240 0 �O Z Z Z 2 II Q' II N W 4J W W p - CD W W W U Q ce QN N N N E r' .2O Q 0H ? i- NNto to to co ch 7 M N 230 230 0+75 1 +00 2+00 3+00 4+00 4+25 LULU SDLN-5 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' o Z PACIFIC COMMUNITY DESIGN 3 0 N 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION REVIEWED BY: PRE E 2 0 0 g SCALE ii) 307 D 0 20 40 i E 1 INCH = 40 FEET z l 2 L , . J SW JEAN LOUISE ROAD , ( ( , . . 0 Lu a 1 Q J i -. M a a a a r. te O N Z N - N. _ R i i -.., s.- -.: R i Li ., ._,N RiversideHomes SW GIZAND ST w • ® r--1 r 2 UY 1ST SUBMITTAL: 9/13/2021 KEY MAP ® 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 35 36 37 38 39 40 41 f I 5TH SUBMITTAL: 6/14/2022 SDCI SDCI REVISIONS SDLN-1 6A.1 TYP. 8.00' 6B.1 SEE SHEET 302 © 3A I PLE, TYP. _ 3C NO. DATE DESCRIPTION ' Y I0 , - - m. SW 172ND AVE -:=1:7 - • : at l SDLN-6 OIll ssilkss =�= !s Q x I r ) I SD I L �� -XSD M 'I� w -}! • 7.Inn y/ W �� -- W - '4' MX v- �j\ • 1.2S_m� 1__ { 1 0 /_ o _ _ - - _ - \ I PWEI L i - -- - 1 o o -� °/ /,- -' I 3B 2 3D 1C GENERAL NOTES: SDH m TYP. SDCI Sii H 1 SDCI SDMH 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. 66.2 I 6A.248 6A 47 46 45 44 43 42 ' I STORM LATERAL TABLE 2. NOTED.C TO BE ASTM D 3034 UNLESS OTHERWISE SDLN-1 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. /.\S-BUILT' DATE 5/10/2023 . N I LOT 36 2+02.50 (SDLN-6) 37.00' 15.01% 265.503 PVC 1 INSTALL STORM MANHOLE PER CWS NO. 010, APPR 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' LOT 38 2+68.50 (SDLN-6) 37.00' 9.93% 265.315 PVC 2 INSTALL 4" PVC STORM SEWER LATERAL C 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 I 280 LOT 46 2+17.50 (SDLN-6) 31.00' 14.54% 264.842 PVC 3A SDCI 6A.1 3C SDCI 6B.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=Q.0256 _STORMLINE CENTER FINISH GRADE ® LOT 47 1+99.50 (SDLN-6) 31.00' 14.46% 264.358 PVC R( RIM/TC = 267.91 RIM/TC = 268.02 45.64 LF 12" (PVC) STORMLINE CENTER10G I NF `'O� © S=0.0050 _ - _ - - - - LOT 48 1+66.50 (SDLN-6) 31.00' 13.50% 263.213 PVC 18.51 LIE OUT =F (PVC)63.04 1018.50 LIE OUT =F (PVC)264.48 ��' 84963PE� 270 - J , - - - - _ , _ - 270 ©S=0.0800 ) ©S=0.0204 y��,,/,� _ _ - - - - - - _ C, OR �� _-� -_ 3B SDCI 6A.2 3D SDCI 6B.2 oc�REGONLo .�_- 10+72.23, 15.50' R 12+95.48, 15.50' R 13 (172ND AVE) (172ND AVE) q/G L. LPA' i s " 1 1 RIM/TC = 267.95 RIM/TC = 268.03 260 _- " " 4 ' - si 260 10" IE OUT = 263.09 10" IE OUT = 264.35 EXPIRES: 12-31-24 - T „ 4" SS/12" SD 12.60 LF (PVC) 12.58 LF (PVC) 0.49' CLR 4" PROPOSED _ ©S=0.0817 ©S=0.0200 SS/12" SD- STORM, TYP. 4" PROPOSED c) 3 3''J O° co 0.09' CLR SANITARY, TYP. r,-; o o • 250 0 o z z w " " " P 250 SDLN -6 p J W Z r,., J � N p + so Z Z D M ^ 0 M M M N• M Ul D LD O • = II Z M N W W W W Ln N N n - In L Q N d' p �^[1 �^[1 li N W u .O .NO N O N ,_ N - O O IN ci 17 PLAN AND PROFILE 06 N D W N N N ? Q + QL42 I� Z Z Z = + •� Z Z Z 0 .0 O p + so - 0 p .O 240 = 7 a 7 Nwwww T. Z7NWWW W 240 E p H cc - -H II NNA „I- N Q - - - - A H (N - 0 O In In -- In cc ,- ,- ,- to to H N M 235 CLASS 'B' GRANULAR BACKFILL Et BEDDING 235 N 0+75 1 +00 2+00 3+00 4+00 4+25 O O 0D O M L- SDLN-6 - PROFILE L,, HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Di) D0r! Z PACIFIC COMMUNITY DESIGN J O N O 12564 SW Main Street Tigard, OR 97223 O 0 [T] 503-941 -9484 , [F] 503-941 -9485 0 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 s' REVIEWED BY: PRE C 3 2 0 0. O i SCALE 40 0 20 40liD 308 i F2 a 1 INCH = 40 FEET z J L , , . 1) SW JEAN LOUISE ROAD - ( • I I O L, a w Q Z_ J M = a w _ _ �— 1- a > a oZ F -1- 7 f Z Ln Z - 1- - K -\--- n r, - U R-1 Riverside Homes SW GRAND ST �� 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 SDLN-8 REVISIONS SEE SHEET 310 II NO. DATE DESCRIPTION SDLN-1 � 62 I a SEE SHEET 303 -1SDMH S-1 w ( II 1L 7A IiLI i_ I � > — I 1 63 I ' Jam , a 50 I _ N z - - - - -- �, w P - - - - - r7 o SDLN-7 vi `s'TYA- AN o " nE SW NORWAY LANE — 1+100 O SS 2+0I NO SDLN-1 r T 7 -S - 2A SEE SHEET 303 PLT IJE, TYP. 4 TYYP. 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 I — DATE5/10/2023 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 D3.01.ORM MANHOLE PER CWS NO. 010, SHEET 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, Et 320, SHEET D3.04. SEE TABLE THIS SHEET FOR INLET INFORMATION. 113.00 LF 12" (PVC) EXISTING GRADE ® 280 ® S=0.0050 [STORMLINE CENTER 280 I FINISH GRADE @ INLET DATA: �Gn PROF / STORMLINE CENTER A 8" PROPOSE!, WATER 4" PROPOSED 4A SDCB 76.1 L:916N344-417* /// SANITARY LATERAL, 2+33.53, 7.69' R Cs lJ 0 270 _ — _ _ — — — L` TYP, 270 (NORWAY LANE) o OREGON O -r - - - RIM = 267.84C,1<j ch 13, 6 IE IN = 263.49 -1/C L LA' 8"WT/12'; SD 12.31 LF (PVC) 4.18' CLR CS=0.0542 EXPIRES: 12-31-24 26045S321CLR 2601.77 261.3 I 6" PROPOSED T 18.76 LF (PVC)CSS-9.0694 0.0442 Sl1ORM LATERAL, TYP _ 250 o J I ._ c, r 3 250 SDLN -7 I.C'1 o .D - N. • 0 ci O J NA z Z W- 0o O� wCON. '.0 V �• w � � m- o PLAN N PROFILE J + Q O o0 Z Z I Z = O J O co ND N O '. — — Z — } M O N N F- r Q `nQ Nwwww w n + Q + cc; ZO 240 o N �ce .- � r = I.2. 7 7 L.LJ7- 240 v 0 I-- Z I- " iV O iV Nr) 235 235 0+75 1 +00 2+00 2+50 O 0 El- SDLN-7 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Fri Di:1 Z PACIFIC COMMUNITY DESIGN J 9 N 12564 SW Main Street 0 Tigard, OR 97223 O [T] 503-941 -9484 , [F] 503-941 -9485 N PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION 2 E REVIEWED BY: PRE C 2 0 8 0 g SCALE 40 0 20 40 (;) 309 a 1 INCH = 40 FEET z J L , , . 1) SW JEAN LOUISE ROAD - ( i 0 LU a w Q Z_J M = a L, _ �— a a a � oz Ln F- -1- r z z ,~i, Ce �- m n i7 U a N R-1 Riverside Homes \ \\�I y SW GRAND ST „ > - 0 1ST SUBMITTAL: 9/13/2021 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 I 3RD SUBMITTAL: 3/24/2022 rx4TH SUBMITTAL: 5/5/2022 I— i 5TH SUBMITTAL: 6/14/2022 I I� 1 REVISIONS 1 I 63 62 61 60 59 58 57 56 II SDMI- SDM J L NO. DATE DESCRIPTION 7A 8.00' 8A I SDLN-7 II PUE, TYP. m ' I SEE SHEET309 \` -4J I, I *4 SW TREE -r 67 I SI FARM TERRACE L+00 l 1 3+ T_ _ r M �I �U M 1 2*00 SUMsS MSSII •/ K - SDLN-8 II II — i I K 68 I // -1 1 z I p 2A 4A , 69 o TYP SDCB ' -I Iz -< 8A.1 Ilm 70 I rn 72 73 74 75 76 77 78 79 ll 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. AS-BUILT I 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 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 A D3.01.ORM MANHOLE PER CWS NO. 010, SHRIVERSIDE 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. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, IO, SHEET D3.04. SEE TABLE THIS EXISTING GRADE ® 192.06 LF 12" (PV C90: FINISH GRADE @ SHEET FOR INLET INFORMATION.270 - STORMLINE CENTER — _ @ S=0.(050 I S ORMLINE CENTER 270 Ti8" PROPOSED SANITARY, — -z`— `1 4" SS/12" SD //?Zk\\0.38' CLR .._ i963P INLET DATA: i . . 12" SD/8" SS �O 0 OREGON , h 13, 1.19' CLR 6" PROPOSED 4A SDCB 8A.1 -1/C L �P _STORM LATERAL, cc 07 3 TYP 4" PROPOSED (TREEEIFARM TERRACE) 250 c .� o z " °°° SANITARY LATERAL, u 00 _w 250 RIM = 265.44 EXPIRES: 12-31-24 MNTo g � W3 ? m- 10" IE OUT = 261.43 Z ,o TYP. o M o � oco� � `� = w � r) .- N ,- 11.46LF (PVCC900) Q cc 0 Z Z p 0 0 N. '0 '0 -,7:. I- CSS=0.0200 QpM II I 62 a N77 i-Li7 p \OzzZ p Lu 240 LnLnz � 2 - - - I-"wII ww - - 240 SDLN -8 gH � � 7 bN 237 � � v 2 � � - - 237 0+75 1 +00 2+00 3+00 3+25 PLAN AND PROFILE U E a N r V N SDLN-8 - PROFILE 0 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' >O 0 I w w1::!......,,.....,4 Di:1 _, Z PACIFIC COMMUNITY DESIGN J 0 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 N PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION REVIEWED BY: PRE 0) C i 2 00 0 i 0 g SCALE 3 1 0 4 0 0 20 40 i 1 INCH = 40 FEET z L , . 1) SW JEAN LOUISE ROAD illrGENERAL NOTES: 11111� _ o �_ - Lu F -1=1 - a > Q = 0 1. ITALIC STATION LABELS INDICATE PIPE STATIONING. M. .1 Z - N _ z 2. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE 'I' 3 • a _ u7��Riverside�_ - R-1 Riverside Homes SW GRAND ST w r__) r__1cc >- - o o 1ST SUBMITTAL: 9/13/2021 252 ® /; 1 r • D ` . 4, KEY MAP e 2ND SUBMITTAL: 1 /27/2022 �,. 4 p rp 3RD SUBMITTAL: 3/24/2022 253 �,J PVMT 26111 .� D p p .D,D p p�� '4 4TH SUBMITTAL: 5/5/2022 254 ® ppp� ' �� 255 �'' 0 0 5TH SUBMITTAL: 6/14/2022 _ _ _ _ SEE CAST IN PLACE WALL DETAIL ON SHEET ® ` PVMT 260.29 4- 'O�• - - a PVMT 258.00 PVMT 258.00'-----------__ r Alp A PVMT 259.80 �� ,\C''ma\° STORM NOTES: REVISIONS PVMT 253.41 =--- -, ____, ----=:.:-..7_7=.=7...:= PVMT 258.8 0090• PVMT 253.23 PVMT 2157.46 -:,1 0 1 INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. PVMT 263.44NO. DATE DESCRIPTION 11111111. 2 : - PVMT 252.00 PVMT 258.20 I , PVMT 253.01 7- _L-, ' - 0.2% 1+83 / 1D INSTALL 60" WATER QUALITY STORM MANHOLE WITH 3' DEEP SUMP A • 18.9%�_ 0PER CWS DWG NO. 250 Et 260 SHEET D3.03. 08/01/2022 REVISION 1 41 PVMT 253.01 PVMT 253.01 ' �.3% 1'3/° = 2 6NNW ' 5.8/° 2$41- 5.00'+0o PVMT 258 PVMT 252 00 0 PVMT 260.25 O1O O .. .. 7 . ..._...._._:. ...a.. e,_ a , c ��Lr10II 1 F INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270, •. • • •4 •_ 253 __ •_ ___ _-_�..+�� ° SHEET D3.02, AND NOTCH WEIR WALL PER WEIR PLATE DETAIL. - 0 �z52 - - PVMT 253.37 PVMT 257.41 _f2 M ■■ ‘,/..-k' PVMT 252.98 PVMT 253.00 SEE CAST IN PLACE WALL DETAIL ON SHEET ^ TA �O' 1G INSTALL 60" FLOW SPLITTER MANHOLE PER CWS DWG NO. 010, PVMT 253.00 ��- -258- 1 PVMT 258.57 1, a 'iCTG SHEET D3.01, AND DETAIL THIS SHEET. _ _ _ o e�• o ° o PVMT 259.691 6 CONSTRUCT WATER QUALITY SWALE PER CWS DWG NO. 700 & 258 PVMT 258.71 �� 4 5/ 710, SHEET D3.04, AND DETAIL THIS SHEET, WITH CONCRETE - -� PVMT 259 CHECK DAMS, APPROX. 37' O.C. THROUGH TREATMENT AREA. PER - -258.79 a ��`�j PV_ T'259.45 DETAIL THIS SHEET. � �r I(► • y .�i 1O` 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 /.\S-BIJIL.....T" 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. APPROVED 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" 5' WIDE CONCRETE TRAIL 6" (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE �! I_ 15\AO �� RIPRAP F/N/ COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. ` ® °°;:' SDMH I ° ,D I FOS I 12" I G SHED CROSS SLOPE 3% MAX. FOR GRADING, SEE FLOW SPREADER 1 �1� 1A I ODD GRA /. �• • •• . • • ' /�. �• _RADE RIVERSIDE !Mil Il - 11 . o 0 20 i 1 - 1,.� / • • •• . • •. • . • • •' � �. ACCESS DETAIL THIS SHEET. Sa _ 1D I SDMH F- ti! • + r�•r+ t.'�itis.rt.'+'`rt'i�"rte i �{r�• 1 - C -- - - / / /•1�/,� /!� '/. I� L� y., ' , , / /•�/ 4� ''/ 11 CONSTRUCT CONCRETE STILLING BASIN AT STORM OUTFALL "�'�_°°° 1 IW I!I > _ HI 1C �,.-I rt �,' ` •• t:.til�rtil�rtiltrtil rtil rtil rti� r �'r� HEADWALL, MITRE PI CONCRETE CURB CUTS REFER TO WATER AT SCHOLLS WOW g ` SDMH -.1r r .- f It• t f N/• IN, 1i M PE,w4 r.., rti hvw r w .rtilrtilrt4 lrt4 hi:1�hvw-d„, 4o 47-• rte" •� UALITY SWALE OUTFALL DETAIL, THIS SHEET. o _ r- v16 /jV?Oji•��i•��i•�i•��i•��i;!��i•�i•�i•�i•�i•�i•��.,ei•�i•��i•��i•�'„� QI Z - rte•, r rf rf r , r , .r; rLi. rLi rt i--‘,-,9--4.-,9--4.-9rrr . .. r r r r r,,...N� , ` t , .• A. .re ." CONCRETE CURB CUTS TO BE 3' LONG, 4" TALL AND TO BE SPACED MEADOW �s __ as SW A STREET `^, m\RACT /• 12„ /r 2' EDGE TO EDGE A M M \� - as OS �.. ' GROWING MEDIUM PER MIN. • • < • ISI . ` -W 19 SDLN 2 , :11101 .% • \ WATER POND BERM SECTION 12 INSTALL RIP-RAP AT HEADWALL AND MITRE PIPE, PROVIDE CLASS 60 _ �, NDETAIL 555, SHEET D3.05 BERM ROCK PER WATER 200 RIP RAP OUTFALL PROTECTION (8'WIDE X 12' LONG X 2.5' I ^/ r OVERFLOW DETAIL POND BERM DETAIL 555,♦ 0 THICK), OUTFALL FABRIC. ® __ 411441A11111111111$111:11 �il��` M SHEET D3.05 Tr ® ® ® ® lammommor_ l <N. S • 13 INSTALL RIP-RAP AT END OF SWALE PROVIDE CLASS 50 RIP RAP TOP OF BERM POND TRAIL. ® ® ® - Aam Z W OUTFALL PROTECTION (8' WIDE X T LONG X 1.5' THICK), ON FOR DESIGN INFORMATION � J W In m i'., GEOTEXTILE FABRIC. PROF SEE SHEET 210. 13 6 ® ® I/ 0 I INISH GRADE CONCRETE CONCRETE 2 $ tr.? N 14 i 16 VI. �\ SWALE CENTER GINE® �� 260 CHECK DAM STILLING BASIN 260 14 CONSTRUCT 10' WIDE CONCRETE OVERFLOW WITH 18" CONCRETE F,� F4f,® a 7A 18 144, " w W CURB NO EXPOSURE ON BOTH SIDES OF CONCRETE WALK. CLASS 84963PEIi W l ® ® ® t) ®, SDMH SDMH,- 10, f* 7B (n RIP RAP PAD AT 100 RIP RAP, 56' LONG, 1' DEEP, OVER 8 OZ NONWOVEN C 1 9A 9B.1 sDMH� SWALE OUTLET GEOTEXTILE. SEE OVERFLOW DETAIL, THIS SHEET. o OREGON ^ 252 253 9B.24 °6 13, `LO ti\s - ZE 254 255 %� 15 CONSTRUCT STORM WATER POND BERM PER DETAIL 555, SHEET / � -.� riff/ *�*kick-9 I D AND PER THEGEOTECHNICALENGINEERING REP RT G LP _ , 46. �� J I 250 F�6.00' 250 3.05, N 0 L. - ' a� T G� - 119.35' SWALE - RIVERSIDE AT SCHOLLS MEADOWS DATED FEBRUARY 26, 2021. in of EXPIRES: 12-31-24 L► �r'� 18� �� •Jr �!�•= ��i�d� DMH 16 CONSTRUCT STORM POND OUTFALL INTO 100' LONG 2 `1 5�No.: '��•`� . 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 +OO 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 SWALE PROFILE, THIS SHEET. 15 15.76 LF 18" (PVC) EXISTINGGRADEC 270 - 270PLAN AND PROFILE STORMLINE CENTER 10.14 LF 12" (P C) 6" @ S=-0.0058 270 ® S=0.0050 EXISTING GRADE @ 6" 270 9.79 LF 10" (PVC) FINISH GRADE C o STORMLINE CENTER STORMLINE CENTER T C 5=0.0050 _50.26 LF 18" (PVC) 30.77 LF 18" (PVC) EO FINIS - ® S-00052 260 _ _ - 5=0.0050 260 F\NOSH •O" GR HED _ - + - - - _ FINISH GRADEC� GRAO \ - _ - ` - STORMLINE CENTER `\\ \ 464 p, / D w 260 - I _ �� - - _ �� CONCRETE BREAKING STRENGTH 17.98 LF 10" (D1} - 1 103.16 LF PVC) 260A - - - - - _ - _ _ _ _ _ - ��\ ,\, A�/��// INSTALL TOBE OOOREBARPSI TTEEER 8DAYS. C� 5-0.0050 L @ 5=0.0050 _ •A - - - - �/ " /� 18\ SPACED 6"#3 FROM CENTER. i i, ,_ N _ 250 � 215.55 LF 18" (PVC C900) 250 SECTION MIN. I' - 5=0.0050 �,!M o i 250 250 33.71 LF 18" (PVC) STA:3+95.22 OFF:0.00 / SWALE CURB DETAIL PACIFIC COMMUNITY DESIGN a 18" IE IN=250.00 E 3 v ® 5=0.0050 18" IE OUT=250.00 (W) N.T.S. CONCRETE BREAKING STRENGTH - 0 `° FINISHED 1 TO BE 3000 PSI AFTER 28 DAYS. 240 z ill, �, o • 0 0 ,r, rn 3 X00.00 LF 18" (PVC C900 PERFORATED) 240 6" 12564 SW Main Street •o • U 7 zGRADE FINISHED Tigard, OR 97223 _ _ w _ II C� S=0.0000 4 ao v 6: 3 s n N • o N °��. o N N o 00 �_ • .4 GRADE [T] 503-941 -9484 N •-- Z 4 _ J w oa o o I� Ln z m rn z �- STAB+95.22 OFF:0.00 / 240 _ bs w 240VI _Lin _ �' ~ °� "II! Z 3 o N:N 3 Z I o v Z v o F- II 00. + un 0 r, N N SWALE /� .• � [F] 503-941 -9485 z •N o Mo z _ w - o ^ r� H v °O '^ r' .E "' 0 N w w c� M 'r' 18" IE IN=250.00 (E) MEDIA \ \ /N H J .O 0 r O LL! LC1 W N N \ N- N = IIII - -= II W '''-' N •NW M D` H • Ln ri U' a0 ce M U' U N CO W n in U r, N N 9, Q - ,9Q - - - Q ^ OT z 0 \ \// /�/N N �O �O M N pp II1 II1 11� II p Ll1 Lfl 11I = IIW 0 N COD CO CO d` t - O _ . 0' N Lf') W u, M M N N O v O N N N N- O. N N ;V �N t/1 d' /\ N- • N In INn in mi N o u u o N+ vii I u u ,n Ln n 11 II j 230 0 iV N N = n n� w w - 230 /� \ � � PROJECT NO.: 144 001 IN Q U + N Z '0 N eV eV N I- [� Ln CN M CON IS nn 0 nn Z + Z Z Z Z O 0 4+ 0 CI? Z Z Z O v) N 2 , 0 H - - \ Q ,_ z ,_ N W 'O N O' . IIII 0 +- n 0 + z O O = N W W uJ W = Q u c;' TYPE: CONSTRUCTION Q + N so - II II w '.'-' 1J '-'' "'"' °C SECTION n = u Q u I ,- n0 t :0 - 02 zrNw wQ � Q � : - - - � aQ - - - - O : Q Q ` - =I Z W W II II II 0 cD " " CD E,:), W� r) N 230 0 H O 1 o II 0 a 0 a v, v, �? v, 230 REVIEWED BY: PRE v� v� � � � � 0Q Q __ : - unN � N Cern cob c o v, " v, ct ,- o CHECK DAM DETAIL 0 (i) 3 1 1 225 - H CLASS 'B' GRANULAR BACKFILL & BEDDING - - 225 220 H CLASS 'A' NATIVE BACKFILL & BEDDING H 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 40 o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 1 INCH = 40 FEET a z MANHOLE STEPS SEE STD DRAWING NO. 100 R z • 1 -' *. . • Riverside Homes 48" MINIMUM - . PRECAST IPE5" MINIMUM 1ST SUBMITTAL: 9/13/2021 I.D. 2ND SUBMITTAL: 1 /27/2022 W Q a 3RD SUBMITTAL: 3/24/2022 m . CONSTRUCT CHANNEL AND 4TH SUBMITTAL: 5/5/2022 a.1' e. 12" MINIMUM SHELF IN FIELD 5TH SUBMITTAL: 6/14/2022 1 6"MIN. ° •�• ••r, REVISIONSAst 4 T trK Y • , , r• •I1•tot-Ir r •I• r • T:trr •ir r r• rr r r rr •• •••- SMOOTH FINAL CHANNEL TO • ••ri•,••q•••••r, •AV# ••i•-i 3/4 VERTICAL HEIGHT OF PIPE. - _ r r. r - _-= •-.- NO. DATE DESCRIPTION 12" MINIMUM OF 3/4"-0" COMPACTED BASE MATERIAL MANHOLE STEPS SEE STD DRAWING NO. 100 Z POURED ___../>, O 48" MINIMUM IN PLACE w � LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST KNOCIKOBTTWEEN I 2" IN WIDTH �"!� z I » O �rn 5" MINIMUM a , O PIPE Ld 58" DIA. D_ 6" MINIMUM AND a� 24" MAXIMUM OVERLAP 3" STANDARD MANHOLE FRAME •• •, / ;..- :.+ AND COVER (TYPICAL) .1:::•..1 , a • '• '• CONSTRUCT CHANNEL AND SEE STD DRAWING 110, 120, 130 COMPACTMED BASE MATERIAL '• ..t. •':` +�•' : 12" MINIMUM SHELF IN FIELD �/ , 8 MINIMUM CONCRETE ° 1 r.•r .• r••• r r• r r• r r r• r r• r r r r_ •r♦ MAXIMUM 27" FROM TOP OF FIRST STANDARD FRAME AND COVER OR AS-BUILT 1 • �'• ••• • •• •• • p:•.:*•• • !• ••=• •• • •= STEP TO TOP OF CASTING WATERTIGHT FRAME AND COVER.SEE �� --- - �. r'$'er VS. 44rt 1144Y riA:ter 1• 41 r•ttc i7 r r, SMOOTH FINAL CHANNEL TO STD. DRAWING NO. 110, 120, OR 130 I. i-r •r•rrr•1rrrrrrrrirrrr•rrrrrrrri' •. P rii ---- :j. • ° '=i_r r •-r•••• ••4•• • W•• / ' L/G/G//� T FRAME IN NON SHRINK GROUT CRAIG CARSON 8" 25" ��•� 3 4 VERTICAL HEIGHT OF PIPE DATE 5/1 / • , APPROVED TYP. .•T•r'� �r�r•�.• - - AFTER VACUUM TESTING • } 36" NOTES: 48" MINIMUM • MAXIMUM NOTES: 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM i. GRADE RINGS 2",4",OR 6" 6" MINIMUM AND • 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF TO THE REQUIREMENTS OF ASTM C-478. L•-.. ( ) 24" MAXIMUM PIPE ASTM C-478 AND APPLICABLE PROVISIONS OF STANDARD MANHOLE, MAXIMUM 12" SET IN OVERLAP I.D. •° DRAWING NO. 010. 2. SEE STD DRAWING 020 FOR POURED IN PLACE �. NON-SHRINK GROUT • CONCRETE MANHOLE BASE. • • 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH °: '�... •`' r a . ' 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM STANDARD ECCENTRIC RIVERSIDE ° r d OF 3000 PSI AND A SLUMP OF 2" TO 4 • 12" MINIMUM OF ° �' �° TO THE REQUIREMENTS OF ASTM C-443. 36" CONE a 3/4"-0° a � I 4. SEE STD DRAWING 030. ALL PIPE CONNECTIONS TO COMPROCKACTED BASE ' r a p8 MINIMUM CONCRETE P E CAST/� 0 U E 3 I \ .9 L A C E MANHOLE SHALL BE WATERTIGHT. .,c AT SC H O L LS 0 • r •i 1 1 •i-r r • ••i r r i• r r •i r r •iir r 1 I.• r i. r r i• r • .4.-4144 3i3 , 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL ' 48" MINIMUM VA\ - OLE BASE CIeanWater Services REQUIRE A MANHOLE AND CHANNEL DETAIL. 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES MEADOW DRAWING NO. 020 REVISED 10-31-19 SHALL REQUIRE A MANHOLE CONNECTION AND CHANNEL D DETAIL. z •' •- r MANHOLE SECTION .'•"•' (VARIABLE HEIGHT) 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) _ '• ° MANHOLE WALL BETWEEN PIPE BREAKOUTS AS �' MEASURED ON THE INSIDE FACE OF THE MANHOLE, f .. NOTES: 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM 4•• AND 4" MAXIMUM CLEAR OF PIPE WALL. + ' ' �►... -..-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 2" FOR SANITARY CONNECTION AND 48" FOR STORM ,� MANHOLE STEPS SEE 2. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND CONNECTION. STD DRAWING NO. 100 • ' APPLICABLE PROVISIONS OF STANDARD MANHOLE, SEE STD DRAWING NO. 010. AND COVER (TYPICAL) • PR( F , SEE STD DRAWING 110, 120, 130. J ' CONSTRUCT 58" DIA. 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND GIN -* 3. CENTER OPENING FLATOP REQUIRED. I COVER SHALL BE USED IN ALL EASEMENT AND OFF �a CHANNEL AND MIN C� FFA STREET AREAS. SEE STD DRAWING 130. -� 12" SHELF IN FIELD 84963P 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 41111114- SLUMP OF 2" TO 4". iiik - _ _-__ I.D. O OREGON O 6. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. C 13, " y 7. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET TYP ` "• ..-. 25"�_,°• L H-20 TRAFFIC LOADING. e,y `:.`;: MAX. WATERTIGHT SEAL. SEE NOTE 4 2 ma SMOOTH FINISH CONSTRUCT CHANNEL •i. 414.4.1.4•41.1.44•41404%•4414444-144.41,-..,Y � CHANNEL TO EXPIRES: 12-31-24 .• a . l✓lin►.•►T.►iiAgl Air.Kia,✓ar-a,.r K• ti y ro ANE r r r 3/4 VERTICAL AND MIN 12" SHELF IN •••�••••�•••V•••rr•••••••W r`'; TKt TT T T TY K L Y TK Wit: ••rr�r•MV HEIGHT OF FIELD. 12" MINIMUM OF 3/4''-0" COMPACTED1•44•44440-44441410-..•t t T TyT •T•r' PIPE •'�•`� 48" MINIMUM �� •"' m BASE MATERIAL -d ii, '•••�__•-•' •r•,r r 0.r. WATERTIGHT SEAL a USING NON-SHRINKING . . SHALLOW FLAT TOPGROUT : o SEE DRAWING 030. STA\ DAD VAN H OLE MANHOLE N H O L E C1eanWate\ Services Q C1eanWater Services STORM . z REVISED 10-31-19 SMOOTH FINISH CHANNEL • c�ii- REVISED 10-31-19 DRAWING N0. 040 DRAWING N0. 010 DETAILS TO 3/4 VERTICAL HEIGHT o OF PIPE '" PIPE - "� cN ad ID. f‘s:' T . 0 12" MINIMUM OF .• ' '•"••••' '# •••1•:a . ' . :. .:.� ,,,i3/4"-O" COMPACTED '• • -° '.'�' 4,.e;14:`%� ' 1 0 BASE ROCK . 6" MIN. W W N • i ice. is -,.........4.,;...„,„,,,,..,„„ „• • ,„r-s.....,,„„....,.-,....-„,„.,..„4„..,..„ r-„,...,..„.„,„:„...f-Ir 0 v; w FLAT TO P ice 1:111r........----,11i1) PACIFIC COMMUNITY DESIGN 0 cn NOTES: 12564 SW Main Street o 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 v 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. 0 OUT. 4. SEE DRAWING 030 FOR WATERTIGHT MANHOLE CONNECTIONS. PROJECT NO.: 144-001 Q 5. ALL MANHOLE FLAT TOPS SHALL CONFORM TO ASTM C-478 AND ARE DESIGNED TO MEET Q H-20 TRAFFIC LOADING. TYPE: CONSTRUCTION REVIEWED BY: PRE 0) c 3 2 0. FLAT TOP MANHOLE 0 C1eanWate Services o REVISED 10-31-19 DRAWING NO. 050 i 0 i D3 • 0 I z fl n di 1" FLAT FACE LETTERING 1 -.(RECESSED FLUSH) PRE CAST �4" CONICAL R�- Rers�de H€ rr es HOLES (2) SANITARY ' ' / , ap COVER ONLY /� O1-1 4"/\ / OO po 7,_1/8" J I�'��j '��Tc�, Irco�z • O 1 1/2" PICKHOLE �� 1ST SUBMITTAL: 9/13/2021 .4* * 0�1* * / pp O po MATERIALS: 2ND suBMITTAL: 1 /27/2022 / �� o '�,, , , a. 13RD SUBMITTAL: /24/2022 „ „„,. „„ 3111 11�Qj� ^ ' �� 00 ), 4TH SUBMITTAL: 5/5/2022 1 1/2" PICKHOLE ,o N_____ ) ,03 l� [--. PLASTIC: 5TH SUBMITTAL: 6/14/2022 ��11�� 11�� , ' 10-3/4" MUST CONFORM WITH ASTM , '��i�' ,/\/,•� 12 C-478. STEEL REINFORCING 1 */ A/AIr 002(4365 MO/DY X v 0),.,�v,�,Aq, 0,,* Qp BAR MINIMUM 1�2" GRADE 60. REVISIONS 9q WA-V v� wP (� MEETING REQUIREMENTS OF 0ASTM A-615 ENCAPSULATED �^/S TO S� (1 s) 3/4" �� /� N n WITH INJECTION MOLDED NO. DATE DESCRIPTION HOLES AS SHOWN COVER TOP I- COPOLYMER POLYPROPYLENE COVER TOP COVER BACK z z COPOLYMER POLYPROPYLENE PLASTIC / WITH SERRATED SURFACES. 24-3/4" Lu ( ... 1/2" GRADE 60 REINFORCEMENT 7j8" i i i AV ii r H- I- 22 1 2 z0 Q CC CO a 27" D 0 NOTES: I 25" I °�° ,• 1. ALL STEPS SHALL CONFORM TO 24 3/4" DIA. N N : • 5-3/4"� THE REQUIREMENTS OF ASTM • �• •', C-478. 3" 7" •v � 1/4" 7/8" ,/ �, :•- t. 2. MANHOLE STEPS MUST BE 1,1..____f_ !� ///A ..' • . TIGHT AND FIRMLY EMBEDDED. �IIIIIIIII��, � �ii.-� 3" 3" j a• ' • 3. ALL STEPS WITHIN A MANHOLE _� �'.' SHALL BE OF THE SAME :44.. .. ,.•. DESIGN, TYPE, AND SIZE. 2 7/8" -� 6" SQ. 23" I .• .• . 12" (MIXING OF UNMATCHED STEPS 24-1/2 r•�: °.�; IS NOT PERMITTED).31" AS-BUILT 4. STEPS ADJUSTED OR ADDED SECTION VIEW ,•Q.I�I�IIIIIII�� SHALL BE EPDXIED IN HOLES DATE 5/10/2023 22 1/2" DIA. �► i - THAT ARE FREE OF MOISTURE APPROVED CRAIG CARSON . • ..•14 ..: AND DEBRIS. (EPDXY TO MEET SECTION VIEW NOTES: ASTM 0881). 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 MANHOLE FRAV E AND COVER \ MANHOLE STEP REVISED 10-31-19 C1eanWater Services REVISED 10-31-19 C1eanWate 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. AS APPROVED W/ 6:1 BATTER 1/4" PER FT. • 0 _J �nG(1 pR�[-` n 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE. JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE 0 A TMP SLOPE Z LLJ Q O `�J WALL SHALL BE WATERTIGHT. 6" (TYP) I N / 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM, ALUMINIZED STEEL OR TREATMENT 1 GALVANIZED STEEL. Z ('\ G F ' '/� SEE NOTE 4 6" GUTTER PAN (12" WIDTH TYP) r�i«�ii� W v �,� FAQ 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT SHEAR GATE IS VISIBLE FROM THE TOP; CLIMB-DOWN Ir 1 SPACE IS CLEAR OF RISER AND GATE; FRAME IS CLEAR OF CURB. J 1 IEE NOTE 4 -� N 0 " 84963PE 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 WATERTIGHT SEAL. �% FOR FURTHER INFORMATION E. 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. - \ •STORM DRAIN LATERALS "D" 0 •SANITARY SEWER LATERALS "S" « • FLOW SPREADER GRADE Riverside Homes BOARD, OR TRENCH. R_ 2. LETTERS SHALL HAVE kz" MAX. WIDTH _� -D TRENCH;12" CRUSHED I'- .,,Ti AND A MAX HEIGHT OF 4" ROCK OR GRAVEL f 3. LETTER SHALL BE CENTERED ON TOP "1111 _ CHECK DAM 2.5"-4.5"DIAM. SMOOTH ' FACE OF CURB. ='� ! NON-WOVEN GEOTEXTILE ROCK 2.5-3" DEEP AT 10' SECURE 2X4 IN PLACE •- • .: INTERVALS, SLOPES IN EXCESS OF 1ST SUBMITTAL: 9/13/2021 - AGAINST PLUG W/ CURB STAMP DETAIL =' „:,:c....#-.!.:-.., • •!=' ,.. HIGH DENSITY JUTE OR 5% BACKFILL TO PREVENT . • ' ' o COCONUT MATTING PLUG BLOWOFF 2ND SUBMITTAL: 1 /27/2022 ■ �•. .•• 3RD SUBMITTAL: 3/24/2022 - TYP. 3D�"- �'I 1J ;. • '�' • •/14TH SUBMITTAL: 5/5/2022 - �� PROPERTY LINE OR TYP. / / / Y Y ,,ii ii _,_ - I�� -,,_III/ ��I�/ `� \ \I,I, Y�'�� / ♦ • 5TH SUBMITTAL: 6/14/2022 HEIGHT - /\/\/ '1:001.40:7 e n�_il- - u- - - - - - - d = � .. �1u \III 12" . \ \ \ . ILII-ILII=111111=IL'�II1111. _ _ 1. 11 u OF HEIGHT: TOTAL UTILITY EASEMENT1111=1111111111=11111111. II. II. II. II. IIIII. IL II. II.-II. IL-II. II. 11. li. 1------------,.... ,;I� �/ STORMIN 1 12' 2X4 LENGTH OF 2X4 • "� \ � ~ I' _ REVISIONS OR LOT#: AS SHOWN ON �/ - • • •'i.•.•. . • • :• // / / / / JL Jlr . . A=I .• a 1 LOT# - # \\/\\\\\\\\/\\ .11 111=1011 I. =11. ILII. IL II. IL II. 11.-11. 11. ILL L- - 1111.-111L=11. i1- SANITARY MIN 1 APPROVED SET OF .i _�, -:." • / // / // / J- -)L 18" GROWING MEDIUM LAYER JIrJ JhF JL- JI II I II I I 11-JI�11=JI(= JLC SEWER PLANS MARKINGS TO 2X4 4,-.:•_-;, ,,;I �\�\, ILL 11=11=II. _ _ SII. II. II. ILII. IIPHLI 11.=11. II. II. 1111.11. II. 11. 11=11=11.=11=11 1=11 MAIN PLAN 36" FACE STREET !;.'-. . . _ i' /\\/`\/`\\/j\�\\/j\\/=ILII:�IIAIIAI1A1_I IIAII IIAII IhII II II ILJA.II ILJ�II. ILS=11 ILII ILMI 11. II. II. II. IL EI. I.11F.110. 11=110.11=110--III�IIIL- LI NO. DATE DESCRIPTION \ \ \ \//\ .1L- JL-J JL-JI. J= JL- JIB IL-- .11=11.=11011:=110.11=B0 raj/�/ / ILIIII=H=11=11 11 11=11 II II 11 11 11 111 11. II. IL IL It II.% II. II. II. II. HMI. II. I1=II.=11=11.-11-11.=1=11.= COLOR CODE SURFACE \\/\\\\/\\�\�\�/\ \\\/ � -1- _ _ _ =1L= _ - JI= J11=IL=IL0IL--110..11=-11(= I (GREEN SANITARY) \ / // � / // ///\./ / / 7 I 1.. II=II II.1 R II, II. lift. IL-11. II. II. II. II. II.-1117. =11=11=11=11=11.mJ=11.= �_ \ � /\r/\r/\ \/ � /\/\/ .¶ I, ll�Jl .11� IL=11(= JIB�1//;), � �\/ i\/\/\i\\/\`/\ \\%\\%\\%`/\\/\i \ - II. II. II. 11. 11n=a 11GROUND (WHITE-STORM) 12' '';\.\ <\,�\ \\\\,,.. ./ \/�\/i�\//�/ /�/ //i/may/may/ /ii/��.(/\/\ \/\,. i� Ji-- / / / / \ i / / /PLAN VIEW �/� ./, i/\r\\!i\:\\:\��\\!\\!\��\��:;y;\��y%�/i / / / / " .>., ��\ ::\'NOTES: MIN �\.\�\r /\\�\T 36" w 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 MAGNETIC FACTORY FABRICATED "TEE" FITTINGS TAPE N TYP. UNLESS OTHERWISE APPROVED. EXISTING GRADE 3D 0-1--"1-1' j. 2. PIPE MATERIAL SHALL BE ONE OF THE - I =III- N TYP. TYP. FOLLOWING -III-III-III- L. A. PVC ASTM-D3034, ASTM-C900 11 H-I 11- 1 1- o B. DUCTILE IRON CLASS-50 LABEL MAGNETIC TAPE WITH BLACK LETTERING STATING -III- 1 (STORM ONLY) THE FOLLOWING: 11E1 -... '� C. A-2000 PVC ASTM 949 FOR SANITARY: "CAUTION SEWER BURIED BELOW." -III= 1=� �� y . .• • • - • • � • • • y y:- D. PVC RIB MEETING ASTM D 1784 I I_ -IL 6 MIN U' FOR STORM: "CAUTION STORM DRAIN BURIED BELOW." -I1 • • •f • • • •• • • • • • • • • •C:=11 NOTES: E. CPP MEETING AASHTO M252 -III- ¢ 1 •• • • •:• • • •• • • •'. • • ••r • • •• • • +'• • • ••J=' PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. r �- •• • • •• • • • • • • • • •.• • • .. • - 1. COLLECTION AND CONVEYANCE OF OVERFLOW FROM FILTER STRIP SHALL BE SPECIFIED ON PLANS TO 11E1 0 -III .1L �,:- �JL 11=1� • • •. • . . . . . •;•;. • • • .• . •_•-.�-_n- ..,.- .,.: APPROVED PUBLIC CONVEYANCE SYSTEM. III= ' •L l=li it �i.». .;L�,-.iL.11:=1 .11VI. I1=1I 11 "_,I=11=11-11',_11=11.,.- 11 11 RIP RAP, AS DETERMINED 2. FACILITY SHALL BE MINIMUM OF 5' WIDE, MEASURED IN THE DIRECTION OF FLOW. III= NON-WOVEN GEOTEXTILE BY ENGINEER, As_BuiLT II= CAP/ SEE DRAWING #770 3. ENTIRE FILTER STRIP MUST HAVE 100% COVERAGE BY APPROVED, NATIVE GRASSES, WILDFLOWER BLENDS, :-.,:t.114-.....„ - PLUG GROUND COVERS, OR ANY COMBINATION THEREOF. = � 1 �1= 5/10/2023 -••i'-"" ' I I- PROFILE 4. A CONCRETE SPREADER, OR GRAVEL TRENCH MAY BE REQUIRED TO DISPERSE THE RUNOFF EVENLY DATE 18" .•r.. 1 P.-TIS. - =•'" 1_. . t.. : I=! -1 1 P�� • ,1y=. ' _ iel_ � " ACROSS THE FILTER STRIP TO PREVENT POINT OF DISCHARGE/CHANNELIZATION. THE TOP OF THE LEVEL APPR CRAIG LARSON - �_•_ SPREADER MUST BE HORIZONTAL AND AT AN APPROPRIATE HEIGHT TO PROVIDE SHEET FLOW DIRECTLY TO _•'-••' ••=•=:•r.•r-•='" THE SOIL WITHOUT SCOUR. LEVEL SPREADERS SHALL NOT HOLD A PERMANENT VOLUME OF RUNOFF. ' •=1 .�" I III=o=" r• + •-•+ • MINIMUM SLOPE FOR 3/4" 0 PIPE ZONE SPREADERS MAY BE CONCRETE PER CWS DETAIL #715. TRENCHES USED AS LEVEL SPREADERS CAN BE _ _II •� • . t'� 6" PIPE = 0.010 MATERIAL AS SPECIFIED FILLED WITH WASHED CRUSHED ROCK, PEA GRAVEL OR SAND. i ��=•.._•f •= NOTE: -..=..r_..r-.•r...r...=.•• - - 4" PIPE = 0.020 -'C'W."e:C -I 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 CleanWater\ 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 "A77 CONFIGURATION DETAIL INSTALLATION DETAIL111101k ,�� I *It), SURFACES SRESFORDATION DETAIL A ��` PR Fi1 1 1" PVC ANTI-SIPHON �1 � � PIPE ADAPTER �� SEE STD I MOUND EXCESS NATIVE MATERIAL �' '�� 84963P iso, DRAWING 600 OVER TRENCH TO ALLOW FOR DRILLEI ANCHOR E SETTLEMENT HOLE SHIELD STAINLESS BOLT T CUT ASPHALT �� REMOVABLE ■ O^ OREGON o \kaALL SNOUTS AND TRAPS FOR CATCH DETAIL �ff(=III=11 = WATERTIGHT EXPANSION CONE �, BASINS AND WATER QUALITY � El = =11 I-II _ _ _ _ _ ❑ ACCESS PORT (NARROW END OUT) h 13, ANTI-SIPHON VENT __ •�+�.�, �I - ISI - - 10" OPENING q II STRUCTURES SHALL BE AS PLAN I-III-III-III-III-- _ _III=1 ❑ L MANUFACTURED BY: (EXTEND ABOVE HOOD a d Q _ _ _ 1 - '. ''1=111- "-1 I 1. /G P MIN. 3' TO MAX. 24") a d�l I I-III-III-III-I I- I =1 1- BEST MANAGEMENT PRODUCTS, INC. III-111=111-111-111 I' 'I-III-III- II-II 111 III-I, DETAIL B EXPIRES: 12-31-24 53 MT. ARCHER RD. WATERTIGHT SEAL 1-I1I-I1I-I I�-III-I1I- a // /�/; 1-1I I-i 12" NATIVE TOP SOIL LYME, CT 06371 _I _ _ _ 111=11'_ IF TOP SOIL EXISTED SEE DRAWING #030 1-1 1 1 1 1 1-1 1 1-1 // a - 111.= =II1=111=-1 95% COMPACTION 075 COMPACTION I=�' PRIOR TO EXCAVATION. FOPSAGBACKING / (860) 434-0277, (860) 434-3195 _ 1 I 1-11 WITHIN 36" OF 111= FAX TOLL FREE: (800) 504-8008, Id IIII-111 SURFACE // / 1- (TRIM TO LENGTH) (888) 354-7585 II PIPE TYPE, SIZE, 1= 1= Q v / / / 1 I- WEB SITE: WWW.BMPINC.COM I AND CONNECTION -III- ° / / I=I1 UNDISTURBED r MOUNTING PER PLAN, AS - 'g0% COMPACTION NATIVE / III= EARTH FLANGE OREPRE-APPROVED EQUAL. APPROVED UNDISTURBED 1 EARTH II , BELOW 3 CTI MATERIAL 1-111 MOUNTING FLANGE OUTLET PIPE E INLETt OUTLET SURFACE / I1l' (HIDDEN) a FLOW MA FLOW Z 'd 1=11 FRONT VIEW SIDE VIEW STORM Co ¢t"4/-IJ-I-I-IJ JJeIII^IIY•I-I-IJll-!%!�.'Vl�' 'I / / lIl V o 1- o s '18" DEPTH 43/4" - D CRUSHED // / 1111; SNOUT OIL-WATER-DEBRIS SEPARATOR ANCHOR w/ DETAILS INLET INVERT ELEVATION VARIES N MIN 0.20 FT ABOVE I ROCK / I1' BOLT o d / NOTES: SEE DETAIL A OUTLET INVERT ELEVATION t / , I / / 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES °. a I. / , SHALL BE AS MANUFACTURED BY BEST MANAGEMENT PRODUCTS-----ir- , INC. OR WATERTIGHT OIL & FLOATABLE a d • PRE-APPROVED EQUAL. SEAL SEE DEBRIS ON Q d I d 2. rip SURFACE CANNOT 60" MIN/84' MAX ° SUMP 3/4"-0 CRUSHED ' DRAWING 030 ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN O EXIT PIPEd COMPOSITE WITH ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" Iasi 'IL: ° 36" MIN ROCK PIPE ZONE ° .‘ 1/2 PIPE LAMINATE THICKNESS. 18" LU a. 60" MAX d a O.D. PLUS 6" v) N d _ 3. ALL HOODS SHALL BE EQUIPPED WITH A MINIMUM 10", WATERTIGHT ACCESS ° MANHOLE STEP ., PORT, A MOUNTING FLANGE, AND AN ANTI-SIPHON VENT AS DRAWN. (SEE .Y_,.Y .Y r� • le-ie-.Y,.Y,.r,.Y. CONFIGURATION DETAIL) 3 SEE DETAIL 100 I-1 :14:14 41 III- GASKET 0 =111= -Y_.Y Ag o', 11 I=1 I v> .° :�i�i 1 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE COMPRESSED . 3/4"-0 111-74.4 LY.�Y �;,., �, 11 I 11- _ •Iy1.1�1�1� i•131y1•�•1yI _ SIZE AS PER MANUFACTURER'S RECOMMENDATION. BETWEEN HOOD • 8~ PIPE BEDDING -111- •Y •Y .Y •r •Y •Y •r •r •Y •Y •r •Y 1-111-111 w • 1T�•�+�•�*�• •, + l•PP��1•�:1•• I I Ill I�i- AND STRUCTURE p NOTES: . ,.Y�.r�.Y�.Y •Y�.Y�.Y. ,.Y.Y�.Y,.Y .Y�.Y�.r,. 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" =111-�ivill r i i f4 t t i eliai i t.+i 1111=111=111-. (SEE DETAIL B) MY Y.,.iY Y .,•-r •Y rY,4,LY •Y Y •Y-,oY Y, Y Yom.• -11,-' FROM I.E. OUT. 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 1- �•�._�_� • .�iIPIP4 11WP-44:1. � 1I- I-�1I - O ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWING =111-11 - - - - - -III 111=111 N NO. 010. -III=1I1-1 I I-III-111-I 11-I'I=111-II1=111-111-111-1 11- 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND PII.!ili:1 _ A MAXIMUM OF 24" ACCORDING TO STRUCTURE CONFIGURATION. -III III=III,;.III-1�1�111�1=1�11�1�1=II1-1�1111�1��11_ Q. 2. INLET AND OUTLET PIPE NOT TO EXCEED 18" DIA. I=III' =1 .1- I TRENCH STABILIZATION: 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE PACIFIC COMMUNITY DESIGN Q 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION / SHALL BE SPECIFIED SEPARATELY FINISHED SMOOTH AND FREE OF LOOSE MATERIAL. BEST MANAGEMENT PRODUCTS, INC. 3. PROVIDE SPECIAL DETAIL FOR SNOUT, EXCEEDING 18" DIA. 1 2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER o / AND PLACED PRIOR TO PLACEMENT 53 MT. ARCHER RD. M SUMP VOLUME AVAILABLE PER DEPTH OF 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH LYME, CT 06371 12564 SW Main Street 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 TI ard, OR 97223 5 60" M.H.= 58.9 CF 98.1 CF 9. ANCHOR BOLTS SHALL BE INSTALLED INTO THE CONCRETE OF THE WEB SITE: WWW.BMPINC.COM g a 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. 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: ,<, 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 5SUMP 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 u) REVIEWED BY: PRE 0 WATER QUALITY TRENCH BACKFILL WATER QUALITY MANHOLE (SNOUT) A C1eanWate\ Services DETAILS C1eanWater Services MANHOLE (SNOUT) B C1eanWate\ Services o DRAWING NO. 250 REVISED 10-31-19 DRAWING NO. 590 REVISED 10 31 1s DRAWING NO. 260 REVISED 10-31-19 4 Nr i 0 i D 3 0 0 32 SEVEN NO. 3 BARS 28 3 4 --0iQ RECESSED / EXPANSION JOINT SEE STANDARD ONE NO. 5 TWO NO. 3 / , AREA AT 5" O.C. .4/ DRAWING 320 EXPANSION JOINT 27 3 S' BAR BARS / FOR FRAME A A AND COVER -o d a R �LJl � �4J .7. .. d •4. 1L 1 d �, a I a J a .. ... dN:4,:a. 4. A- �- °-e� 'I-v,' d a o a A �� A a • d a - dd a d' .4 4 : 4 a 4. aI n a.. :a - - . a: • a - .� d d a. 0 11111 ° 12"IAL •" 11 11 11 11 I I I I II I n I I ii ii ii II ii ii ii 1 i I i I I •• •• • d ° '�� ° a a a REQUIRED c d�• a TYP. / "\ 5/8.. EACH BOLTSD -2 1/2" 1ST SUBMITTAL: 9/13/2021 4 a '■ IF 4 ma ® ° OR JURISDIICTIIOON 4 d l l l l l l l l l l l 11 l l l l l l l l l 1 b d• ,/4"V TYP 2ND SUBMITTAL: 1 /27/2022 4 a • I I I 11 11 I I I I I II I II I I I I I I I ' 32 1/2" 3RD SUBMITTAL: 3/24/2022 1 4 d ° SQ. EDGE FLAT2BAR 4TH SUBMITTAL: 5/5/2022 1 �TOper a I I I II 1 1 1 1 1 1 �I I I I I I I I I :d.d. SECTION A—A 5TH SUBMITTAL: 6/14/2022 2 is IM] 2 d II II II II II II II II III II II II II II II II a B 3,. „ :„ PLAN VIEW STANDARD CURB AND GUTT-� PLAN 3�4„i ANGLE REVISIONS AJ SEE STD DRAWING NO. 320 _L )0 .1.I t NO. DATE DESCRIPTION FOR FRAME AND COVER. RECESSED CURB INLETS TO BE PROJECTED 1 1/2” OF FALL REINFORCED CONCRETE INSTALLED IN VARIES TO } GUTTER - ACCORDANCE WITH DRAWING 310. MATCH CURB 3/4 LINE —7 1/2" TYPE TYP 1 _� 6"± 13 1/2" a 1 - 4 - TOP OF 1 1/2" 6" 4 - ° PAVEMENT\ _d� a \` 2 1/2" 0 3/8" X 2 1/2" F J a 4 a �� t 1 1/2" _ U BARS AT 1 7 8"FLAT L a � `^ T NO. 5 BAR 2 li II Ir II Ir II 7 1 III■III■IIIl�� CENTER 3.. 111��111111I11 • J NORMAL SLOPE 3 1/4 ® T�. MAXa OF PAVEMENT d IT + 'I'I'II�11I1I1� '8" 1 e d •NINX _ d 16" 1 GRAS 11111111111�� Q W 3" • r'' ® 1 1 2" 2 1/2" BARS 3 8' A WEEP z 7.I-I.7. ' "'''r., • ROUND 2 6 HOLES Dui t 32" 32" 11111111111111 4 6" MIN. TO 10" MAX. a 2 5/:" � o .:,_ . :tr FOR POURED IN 16" '��:At" 'I'I'I'I'I1I'I CO o 0PLACE OR 5" WITH SUMP 'I'I'I'I'I'I'I WATERTIGHT SEAL +i d REINFORCEMENT + + NO. 3 BARS -�* SEE DRAWING 030. - • .- °• , a 6„ FOR PRECAST a a 6" OPTION: CONST. JOINT= NO. 3 j a 1/3 OF SURFACE AREA BAR----..„...... 25 1/2" � 'I'I'I'I'I'I'I 28" 27" 2" I JI II 1 H JI II , I.LImmi AS—BUILT �r MIN. 1 1/2" - SECTION A-A SECT ON B- B a ° �2 1/2" B DATA 5/10/2023 SEE HOOK BAR DETAIL 3/8" X 2 1/2" 3/16" APPROVED CRAIG LARSON '4.NOTES: • SECTION 3-B FLAT BARS EACH END TYPICAL BOTH ENDS OUTER . v 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 \ FAVE A\ D GATE AT SCHOLLS BASIN (CG- 2) REINFORCEMENT C1eanWate� Services ( CG- 2) C1eanWatei Services C A TC BAS \ ( CC- 2) CleanWater ServicesDRAWING NO. 310 REVISED 10-31-19 DRAWING N0. 320 REVISED 10-31-19 MEADOW DRAWING NO. 300 REVISED 10-31-19 B - 4-1 28 3/4" 1111 27 3/8" �`r U RP 10/_ 2-5 22 \,� t,GINF4. 1 I•i it N o 101— 84963PE A A SEE STD. DRAWING NO. 400 A A °=7. A • ° FOR FRAME AND GRATE I ¢ w OREGON O L i [ ' ' N C,�j oh 13, (1 E • FLOW 2 1/2" x 1/2" 32 1/2" II II 3,. ,..— LU LU C q/G �P / SQ. EDGE FLAT BAR H r v) /JL J` LJ �. ' _� `��v e OQ D w - EXPIRES: 12-31-24 3 16" 3" X 2 1/2" X 1/4" 1/4" TYP. V 2 1/2"-P-1 Of ��/y w Q O C 7 Z = ce < 0 H rX B' TYP. ANGLE TYP d14 a =� 0 0 ? LU N-) (A =Z • 1/2" X 3" BOLTS w OJ CC 0w I + 2 EACH END wx B .�J _•I ► (. Q -U PLANJ zZ Qzbf P� -I I=1 =1 I I1 1=I I—I r-1 11=1 I I- 3/4"-FSECTION A—A 0_ Q o 0 PO STORM �\ �� 1\�� 11� .;e -_-_ TYP PLAN U 0 w Cl w --F to ~ } DETAILS • MAX 30' - ---- _�� Z0 o �� FINISH GRADE FLOW INVERT _ _ J U o ¢J EN '� O �- • 6 w0 O w w 3_ 60" 1 1 2 �� C� w o� ¢O 1� '- 1/2" � Q LL s w 4 27" 1 / o0 z T 2" MIN. 2" MIN. • 7 MAXIMUM IX M CC 0 -- + • U O 0D O Z °° NH w Ui .. '. f _ 6" FOR - } Z H- O H z w w 1t3 _ v 18" POURED IN U U_ I:: 0_ Z ¢ ¢¢ _ v 0 21" o 5" WITH -� 3t: w O 0 LLL Z z o\ ri MAX. :. PLACE MAX. W I- 4 Z w O < w REINFORCEMENT 0 = w FOR PRE ,i I `-� 0 :::I--"' H- z¢ w i-o 0 pie• J z - Q M I ° 18"P CAST 4•�. 18"ISUMP SECTION B-B z Z m O o c a? o 3 •vi . • 1 1 • + _ _ U0 - QJi 47 ��- ._- zm°-wlw— ~ F7U 2 1/2"x 1/4" SQ. EDGE FLAT BAR 0 wp �� * X wy v v ¢ w D TYP. GRATE BAR (8 EA.) _I Q �` �I D_ LU 0_ 0 `�U m 0(.9 <-11-4C ¢ 6" F 24"� 6' 16" 27 3/8� 6" 32" p 'C ¢ w 1,:631 1/4" I j (n (,J„ rx OQ D � � i_ a ��owz�w¢ � U z -I SECTION A—A SECTION B—B -1 alxsz � ` N� � z F!...„•0 ow��Qv�3Q r a 41 '4 LL.I D_ O > wwov) 00EL ,50 3/16" > wix - `�' ' oQ g o w o ce Q w o PACIFIC COMMUNITY DESIGN ILo Z I-w 0 0 NOTES: / TYP. D �� 1, -' �' o Q m o 0 LL w 12564 SW Main Street 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. �'/ Z a o ¢ Tigard, OR 97223 0 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL. 0 a p X OJ 0_Z¢ I Z0¢ [T] 503-941-9484 4 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 2 1/2" x 3/8" / ¢ w w V) _ 0 0 U w¢ z , WIRE MEETING ASTM A497 SQ. EDGE FLAT BAR 3" C. TO C. m a f U w N w� L.-1 [F] 503-941 -9485 a� 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND X < `- w �<InL U w Q 1-ww¢vi=_i ¢ r SLUMP OF 2" TO 4". PLAN _ i 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH O LU w>>w ct z w zo } INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. NOTE: a wore 0<N o 0 PROJECT NO.: 144 001 Q STANDARDS AS SHOWN ON DETAIL #400 Li ��L��(nU Q FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. I- 0 TYPE: CONSTRUCTION o N� ��f) REVIEWED BY: PRE 0) DITCH INLET 0 DITCH INLET DETENTION POND 0. C1eanWate\ Services FRAME AND GRATE CleanWate\ Services C1eanWate\ Services oREVISED 10-31-19 REVISED 10-31-19I o DRAWING NO. 390 DRAWING NO. 400 DRAWING NO. 700 REVISED 10-31-19 4 i _ a D3 . 04 04z ENCAPSULATED WATERTIGHT SEAL J� R-1 RiversideHomes es RUBBER GASKET USING NON-SHRINKING V GROUT. , . • t _\ 1ST SUBMITTAL: 9/13/2021 PVC PIPE lirth CONSTRUCT CHANNEL \\\ —WRAP GEOTEXILE OVER TOP OF TRENCH 2ND SUBMITTAL: 1 /27/2022 .. ' ANDMIN 12" SHELF IN FIELD, 1" FT SLOPE ,a �\ \� AND COVER WITH LAYER OF OPEN GRADED0 3RD SUBMITTAL: 3/24/2022 / \\\\ \ DRAIN ROCK 4TH SUBMITTAL: 5/5/2022 :.:••'. WATERTIGHT SEAL � -‘-TI. \ \\\ HOLE 5 4 SANDED BELL • USING NON-SHRINKING \\\ \\\ HOLE 5 CROSS SECTION 5TH SUBMITTAL: 6/14/2022 INSTALL 18" PERFORATED PVC C900 @ S=0% FITTING y' „ ..• GROUT. i:. f5" MINIMUM /\ FOR ENTIRE LENGTH OF TRENCH. o REVISIONS • • — PIPI.DE / -\--\ PERFORATED PIPE TO HAVE (1) 2" DIAMETER • CSP 1• .a \/\\\ _ HOLE DRILLED EVERY HORIZONTAL FOOT. 0 D.I.P \\\/ \\ 3.0 ROTATE THE HOLE LOCATED AT EACH HOLE 4 NO. DATE DESCRIPTION PVC SANDED BELL as :, a /\\ TOP OF DISPERSION TRENCH/ 0 — — _ \\\/\ \\ MAINTENANCE ACCESS PATH STATION BY 90° FROM PREVIOUS HOLE. SEE a. 8. 0 PERFORATION DETAIL THIS SHEET. 8 i \\ \_ ELEV = 253.00 CONSTRUCT 18"TALL X 6" HOLE 4 CROSS SECTION o -ta 6" MIN. A\\\ \ _Ps . . �T \ .401 2:1 SLOPE • I� WIDE LANDSCAPE CURB AT ff�� \\ �� ;� • ' FRONT EDGE OF DITCH AT A -44,01.4101-4,0144,0464414-464444.44.44.44.4.Y � � �� A��I likaV • •-•••••••••••••�•••••••••• rat \ \� J CONSTANT ELEVATION FOR HOLE 3 T• T T T .t \ 746 r THE ENTIRE LENGTH OF THE 0 ••i•. ••••��•,r •moi.?�iA��ir.•:, a d KOR-N-BAND 1 INTERNAL •'' •'• ` ` FLOW SPREADER. SMOOTH FINISH CHANNEL \\; STAINLESS TO 3/4 VERTICAL HEIGHT ,�Oly; � ` TOP OF CURB ELEV = 251.5 HOLE 3CROSS SECTIONe, STEEL BAND OF PIPE / ° ea e4IP d �� 12" MINIMUM OF 3/4"-0" \ < d ��°g ZS TOP FLOW SPREADER COMPACTED BASE ROCK (') a / INTERCEPT IL \ y� l a e e e d _� • _� a‘11111r ‘11.4,b _� \ • HOLE 2 PIPE I \ d < 1.5 • O v41104 \ // o PE III® \ J e e • • o d d WATERTIGHT SEAL \�_ v d '•�--. USING NON-SHRINKING \� e ° e v .� vMa v HOLE 2 CROSS SECTION r •• GROUT. \ ` a • /// ) � � � 11114/11 � � 0 HOLE 1 FLEXIBLE w, .,- CONNECTOR ' C ' RIBBED \� . �T�we , aw, e 0 o witAs_BuILT KOR—N—SEAL BOOT PIPE 1111111111M �� '-�- DATE 5/10/2023 7.00' APPROV® CRAIG CARSON ..:.... 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 .• OF PERFORATED PIPE CONFORM TO THE REQUIREMENTS OF ASTM C-478 AND APPLICABLE PROVISIONS OF INFILTRATION / FLOW PERFORATED PIPE HOLE STANDARD DRAWING N0. 010. 2. ALTERNATE METHODS TO BE APPROVED BY ( 1) DISPERSION TRENCH /2 LOCATION DETAIL CITY/DISTRICT. BIBBED PIPE WITH GASKETS RIVERSIDE 3. BOOTS TO BE SIZED PER MANUFACTURER'S NOT TO SCALE / NOT TO SCALE RECOMMENDATIONS/SPECIFICATIONS. _ / AT SC H O LLS V A\ — OL-- CO\ \ -CTI O\ S MEADOW CleanWater Services DRAWING NO. 030 REVISED 10-31-19 A ,--BENTONITE TRENCH PLUG TO EXTEND A PIPE OUTFALL 3' / MINIMUM OF 1'INTO RIP RAP SLOPE r 1 UNDISTURBED GROUN p PROF4JPROTECTIONUNDI GROUNDI I i I NF ")6" HIGH CONCRETE CURB OR CONCRETE HEADWALLTURBED 963PE C J AT END OF PIPE. r.r.-:r % <. ' if t•�,. ,,.�-. 'i. $;;.$ti••>' .4 ttc i•,•`is �.� . , ..,. 'rir�,,�-f..,•.::,�..,�•. . � o OREGON O 8" HIGH CONCRETE CURB °6 13, 0' 0 �� 4IMI STORM PIPE TRENCH -1/c LP,' 14835 SW 72nd Avenue , '- WIDTH GEOPRCIFIC STORMWATER POND Portland, Oregon 97224 STORM PIPE Tel: (503) 598-8445 BERM DETAIL / EXPIRES: 12-31-24 .!,',.'"-•'.: : ::.,f.�. .A C':•f,.ne S.:rry L,�•�!•;:.iii/. ? >.//>. //.�%k- •�• ;/, ,7/. v2 `'/.7?<;›, BASE OF - ,, , r•WY WATER WATER 7.0' QUALITY QUALITY SWALE 0.5' (TYP.) , E SWALE BENTONITE TRENCH STORM A TOP WIDTH OF UNDISTURBEDGROUND PLAN PLUG TO INTERRUPT c ~WATER IN SWALE— BEDDING AND BACKFILL DETAILS 8 O N O III 1 14 TRENCH WIDTH �I . 1'MIN. Berm constructed of STB or Baker Slope Face (3H:1V max.) Reject Rock with 20% fines (minimum) BENTONITE TRENCH '/,� N Up to 1 foot of Growing Medium PLUG TO EXTEND A \ * w May Be Incorporated CONSTRUCT 6" THICK, FLAT CONCRETE MINIMUM OF 1'INTO ti� Y p UNDISTURBED GROUN Y `%�� ♦� SPLASH PAD OVER 4" BASE COURSE .p //�' (/) —I'd 7 Feet 1-11— \ 4 /�, 2'MIN. a , ////�r//1%>` N 3N'1v •. iv Top of Pond Water 8" HIGH CONCRETE CURB EDGE OF TRENCH ;. •.' /7/ "7/ ��/� 1 • • EXCAVATION 3% �/ Y ,// PIPE p 1 ' %/y,SS / O.D. 2 Original _ _ , r Ground Surface • 3 Feet �� Bottom of Pond N ,,,,, A• Plemill0111i, Y';•;',k7 �� y 1.5'MIN. PACIFIC COMMUNITY DESIGN f es,•. ; ',,�1//%///////�/%�ili /L4:1:\ *'ten is " ';:* 12564 SW Main Street o Pond Outfall p 3 Foot dee x n 100' Flow Spreader Keyway BASE OF TRENCH UNDISTURBED Tigard, OR 97223 EXCAVATION GROUND [T] 503-941 -9484 a SECTION A-A [F] 503-941 -9485 a> 5 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION N o 10' DETAIL 3' BETONITE TRENCH PLUG DETAIL REVIEWED BY: PRE APPROXIMATE SCALE 1"=10' WATER QUALITY o Project: Riverside at Scholls Meadow 2 5 5 5 SWALE STILLING BASIN F.,.......€) NOT TO SCALE o Tigard, Oregon Project No. 21 5693 FIGURE 3 coMMUNirvoEs 4 , D3 i . 052 J L , 1 , J , J 1) SW JEAN LOUISE ROAD 0 _ Lt \ Lr) a w = > o JUJ Q Q • i IL, ^ Z N z T K Q n U 3 3 R-1 Riverside Homes SW GRAND ST uJ ouJ f__1 f__1 0 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 I I SS06D082 5TH SUBMITTAL: 6/14/2022 0 l OsSMH A2 3 0 REVISIONS TRACT H v, Z , D 0 oc .— i�� NO. DATE DESCRIPTION D M Z GENERAL NOTES: SS Fs O, 2+00 I :�=�'��i .° 0 SSLN-A ® SD 3+ SD m I � '�� 1. ITALIC STATION LABELS INDICATE PIPE 4+00 © w 9,0 H Ni STATIONING. SW 175TH .----\ /No =, /II\ / 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. ) I ,911 i i- O TYP. ' o SANITARY NOTES: 10 9 8 7 6 o O N0 0ALL SANITARY MANHOLE PER CWS DWG / O INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR 7I LATERAL INFORMATION. AS-BUILT . I . I I . SSLN-A - PLAN 04 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARSON 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 LOT6 1+27.76 (SSLN-A) 41.00' 13.37% 257.039 PVC AT SCHOLLS 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+39.86 (SSLN A)242.7G ( LN A) 41.00' 9.04% 255.836 PVC 270 270 ((AGFINISH GRADE ® 4" PROPO',ED EXISTING GRADE @ I N4-4 a INE CENTER SANITARY LINE CENTER STORM LATE' L u-4:-'4'dPoE _ P OREGON 12" PROPOSED STORM 260 _ _ _ - - - - - A 260 -- _ T 4" SS/12" SD q/G L. LPA' mmamm 5.00' GLR 8" PROPOSED WATER\_ , , EXPIRES: 12-31-24 250 187.76'LF 8" (PVC) ' ,J Ir 250 @ S=0.0050 a 4" PROPOSED — Z o J 3 ? SANITARY LATERAL, a SSLN -A 240 M•16cis ~ v oN TYP. `" z 240 rn o _ W M �1 �' PLAN AND PROFILE W ..p N N Lf1 O I-. LC1 ,1 O LC) c, • Lt) IN[) N N N N 00 O� I C1 N• W O• M — N U NJ 0 izi O O _• > • M N a Z Q �I Q N W_ W ii N + _ �+ �p _Z ra Lo(") W W ~ L ~ _ = N 1,.., �� (Ni W W CO N � � 230 ,- I- 230 O N O 225 CLASS 'B' GRANULAR BACKFILL Et BEDDING --I0 225 3+00 2+00 1 +00 0+75 0 I Lu LuI a SSLN-A - PROFILE I Pig) HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PACIFIC COMMUNITY DESIGN N N O V 12564 SW Main Street Tigard, OR 97223 O a [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION REVIEWED BY: PRE a C 401 0 2 SCALE 0 40 0 20 40 g 1 INCH = 40 FEET i E a z J L , , . 1) SW JEAN LOUISE ROAD --, 0 Lu a N > Z_ J W M W — r 1 = �— v z Q ¢ Q o 1- Z_ ' f Z Z N K 3 m _ _ — U a - N . , _, R-1 Riverside Homes NN x `I) SW GRAND ST w I cc o - o 0 X 1ST SUBMITTAL: 9/13/2021 3 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 I 3RD SUBMITTAL: 3/24/2022 H x 1 2 SAI2 SSLN-A4TH SUBMITTAL: 5/5/2022 � 5TH SUBMITTAL: 6/14/2022 0 EE SHEET 401 ,, $ oo T P. I . , REVISIONS PUE, TYP.1 O - 0 > --- - - �-�� QNO. DATE DESCRIPTION Q � y -Y ` Z J GENERAL NOTES: /1 � ' = SSLN-A N 10 0 0 ss L - 100 • N , , 1. ITALIC STATION LABELS INDICATE PIPE GS 7 STATIONING. >4 I M 0 nn 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS SW GRAND STREET OTHERWISE NOTED. "1 I ' /o€ x $ I SS 3H Q TRACT H ® � 0 SANITARY NOTES: I I 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' LOT 1 3+85.44 (SSLN-A) 27.00' 5.75% 255.130 PVC SHEET S=0.0200 MIN. PER CWS DWG NO. 520, _ SD4.01. 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 CARSON RIVERSIDE AT SCHOLLS MEADOW EXISTING GRADE ® STORMLINE CENTER 270 FINISH GRADE ® 270 STORMLINE CENTER 4" PROPOSED \ PROF , STORM LATERAL, - TYP' 12" PROPOSED STORM \ 260 496260 Ai — -- - -JflJI .►�-I I 'I ' ' o OREGON O °6 13, E .......*) \ 4" SS/12" SD -1/C L. LP ' - 3.12CLR 250 250 EXPIRES: 12-31-24 I 106.27 LF 8" (PVC) J a ® S=0.0105 J b ITLi z 0 Z 8" PROPOSED WATER oo z � � � oN- I J a, 240o w 4 PROPOSED I J -, a. 240 �- Ce o cNTI N SANITARY LATERAL, M ^ N N r� + �' rn � - TYP. NVV N- r- SSLN -A _ � � cy + T I PLAN AND PROFILE Q O Pz A "' O N r � - In Z = I I Q I I N IyA = Z N N - O 5 6 N ' Z ci �� W_ W o 230 N N � E 00 I N - N cc b9 230 a 228 CLASS 'B' GRANULAR BACKFILL Et BEDDING 228 4+25 4+00 3+00 2+65 N 0 N O T O SSLN-A - PROFILE N -,r HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' I- w 0) 3 a z !......,,......,4 N PACIFIC COMMUNITY DESIGN N 0 V 12564 SW Main Street Tigard, OR 97223 O [T] 503-941 -9484 , [F] 503-941 -9485 N PROJECT NO.: 144-001 -o Q TYPE: CONSTRUCTION REVIEWED BY: PRE 0) i 2 O SCALE (-Pii) 402 0 40 0 20 40 0 o M M M 4 1 INCH = 40 FEET i 0 a z J L , , . 1) SW JEAN LOUISE ROAD I O LU w Q ,W W M x = '- a a a zg r z o ,z '' - '3 N - u N R-1 Riverside Homes s: - -. I I I 1 SW GRAND �� 0 w 0 0 o 1ST SUBMITTAL: 9/13/2021 1 KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 I94TH SUBMITTAL: 5/5/2022 11 12 13 14 15 5TH SUBMITTAL: 6/14/2022 far 1 o SSMH SSMH REVISION S B2 TYP. SS06D080 II z O © o O NO. DATE DESCRIPTION iIt ',1 '.' - - I GENERAL NOTES: D I m \ / MR Nos nem.. �_� _� ��_ __ A_• -M.1 1. ITALIC STATION LABELS INDICATE PIPE _ J L , , , . 1) SW JEAN LOUISE ROAD ( , ( , I o LU a L Q -J M z - � - a - > a 0 F �_ 7- Z 2 - N - Z a - u �3 L, - ,) -' 9 / / ''' ....7..= R-1 Riverside Homes // y SW GRE ND ST > - 0 1ST SUBMITTAL: 9/13/2021 // KEY MAP e 2ND SUBMITTAL: 1 /27/2022 �/ 3RD SUBMITTAL: 3/24/2022 / I 21 22 23 24 25 26 27 � 4TH SUBMITTAL: 5/5/2022 iSSMH SSMH 5TH SUBMITTAL: 6/14/2022 C2 8 00' SS06D078 I PUE TYP. O REVISIONS �� 0 - - - - , .I _ NO. DATE DESCRIPTION e/ r '=7 GENERAL NOTES: _ �� 1. ITALIC STATION LABELS INDICATE PIPE �S O„� XS SW SABRINA AVE 30 s�o: ~ �'•' SANITARY LATERAL TABLE STATIONING. O I 2too 5 - SSLN-C � � Ili 1 P SD SD 1200 13+i�Q�� XSD' ® 11+00 �� MX- 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS w w N �' N N`" w w +� LOT # STATION LENGTH SLOPE IE @ LOT MATERIAL �, OTHERWISE NOTED. SO \ � v \ /..� 'I lml\ \ °°� , / LOT 21 3+11.28 (SSLN-C) 30.82' 15.87% 263.886 PVC z r� © LOT 22 2+78.28 (SSLN-C) 30.14' 21.42% 265.004 PVC ti' - 28.54' 24.59% SANITARY NOTES: _,�� , LOT 23 2+55.70 (SSLN-C) 265.262 PVC rn TYP.29.68' 23.65% LOT 24 2+11.68 (SSLN-C) 28.77' 25.87% 265.093 PVC O INSTALL SANITARY MANHOLE PER CWS DWG of 34 33 32 31 30 29 28 NO 010, SHEET D4.01. LOT 25 1+89.11 (SSLN-C) 28.31' 25.93% 264.688 PVC O2 INSTALL 4" PVC SANITARY SEWER LATERAL LOT 26 1+46.26 (SSLN-C) 27.42' 23.81% 263.300 PVC @ S=0.0200 MIN. PER CWS DWG NO. 520, a SHEET D4.01. SEE TABLE THIS SHEET FOR LOT 27 1+23.73 (SSLN-C) 28.35G.%' 21.64% 262.72G2.302 PVC LATERAL INFORMATION. AS-BUILT 2 li v, . 1 71 28 1+11.74 (SSLN-C) 49.30' 11.00% 261.727 PVC 04 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 ° 01 'e-' II DRILL MANHOLE AND INSTALL SAND gppppVED CRAIG CARSON 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) 417.85.956'' 1.15.713%6% 264.490 PVC 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% 264.950 PVC AT SC H O LLS LOT 34 3+18.72 (SSLN-C) 4�8�./3�8�'. 10 9.54% .254L 263.709 PVC MEADOW 280 280 FINISH GRADE ® EXISTING GRADE ® STORMLINECENTER _ - - - _ ____ ____ _ STORMLINE CE\ITER _ , Q�� ROF 270 270 �� \ 84963PE a\ n- 8" PROPOSED WA Cs OREGON 12" P-ROPOSED STORM STORM PROPOSED ED 260 -1/0 L 3 \-1'''`-'' 260 - � , LATERAL, ' - TYP. EXPIRES: 12-31-24 4" SS/12" SD 224.22 LF 8" (PVC) _ fi 2.42' CLR C S=0.0135 r--- ------ _14" PROPOSED 250 N o - SANITARY LATERA , 250 00 0' TYP. N Lt J tOO '1 O• N i V ,Z a _ _ LN - C U O Z t+ so -, N N co " " w PLAN AND PROFILE 240 NNNN2 � 0 • 0• C- 240 p O O (V I- V, + O Lff II U V, MZ + .oZ 0 2 II C II N L.T W 51<- 7 Q Q V N , N IY 60 co N 230 I-- CLASS 'B' GRANULAR BACKFILL a BEDDING - 230 0 3+50 3+00 2+00 1 +00 0+75 T O 0 O V I w w S N 0) SSLN-C - PROFILE ........0----, 11i, Z HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' PACIFIC COMMUNITY DESIGN N 0 12564 SW Main Street Tigard, OR 97223 o [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION E REVIEWED BY: PRE C 2 0 crsO i g SCALE l) 404 40 0 20 40 -f),. 1 INCH = 40 FEET z J L 1) SW JEAN LOUISE ROAD ( i I oN L, a w I _ Q Z_ J ,-,- < a w _ _ - 1 a a a oz I- -s rz Z - - Ln CC INL.) "•'-•......._. _ cc R-1 Riverside Homes les N ♦ . - - 0 SW GRAND ST uJ uJ cc ❑ DI - 1 L >- - 0 1ST SUBMITTAL: 9/13/2021 . KEY MAP e 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 u N 35 36 38 39 40 41 III I 5TH SUBMITTAL: 6/14/2022 0 SSMH SSMH REVISIONS D2 8.00' SS06D085 i) iii: z PUE, TYP. ° v - - 4 NO. DATE DESCRIPTION iii mi �` _ __ I __ - , -- GENERAL NOTES: rn m I I I H MI0 -- ■IN1■MCMI MINI■MN III1 1. \ IMMI►M= MEINI�1IMIMI►NIM �_I_ \_. 1. ITALIC STATION LABELS INDICATE PIPE M■■��! iiIii��BEINI� �l1�� STATIONING. 10 SW 172ND AVE O •.I.■1-UIP�pp SSLN D { O SANITARY LATERAL TABLE 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS 3+27 �� 3+00�1r�� SD �� SD � ��' D S 0111111111.16� `� :}�� W OTHERWISE NOTED. I r* - I�E --1 �1��. ��1 ��l4 winurairiair insimmeramii � e� LOT # STATION LENGTH SLOPE IE C LOT MATERIAL , - - - - -_ - , --I - I - - LOT 35 3+16.53 (SSLN-D) 27.00' 9.84% 263.500 PVC ��1 ( © 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. 48 47 46 45 44 43 42 � I LOT 38 2+17.53 (SSLN-D) 27.00' 18.04% 265.316 PVC I O INSTALL 4" PVC SANITARY SEWER LATERAL 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 LOT 41 1+29.53 (SSLN-D) 27.00' 12.74% 263.535 PVC 0 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 ..1I - I DRILL MANHOLE AND INSTALL SAND APPA0� CRAIG LARSON 1 , 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 TER STORMLINE CENI STORM-LATERAL, ISH GRADE @ TYP. STORMLINE CENTER 270 - - - 270 84963PE �� -...02000111.......11.1Jo OREGON 0 8 PROPOSED WATER - _ 12" PROPOSED STORM ,q/G ,3'kP � 260 260 L. 1 I /I 4" SD/8" SS 226.84 LF 8" (PVC) EXPIRES: 12-31-24 0.24' CLR @ S=0.0040 0 4" PROPOSED o z z SANITARY LATERAL, 250 TYP. . J 250 zzzo _ O o N ^ > N • v� SSLN - Dm rr Ooa,000N � M ° _° w �_ � �_• ° PLAN AND PROFILE 2 II N II N W a ^ a � T- Q O• M N 240 � � " � 2 iK+ 10soz0 240 = II N II N L,_,- W 0 N N 7. N E 63 Q M ,i- co N [- CLASS 'B' GRANULAR BACKFILL a BEDDING 1 CV 230 230 3+50 3+00 2+00 1 +00 0+75 0 U) o 1- LU Lu �, SSLN-D - PROFILE 3i g) o HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' Q PACIFIC COMMUNITY DESIGN Z J N o 12564 SW Main Street Tigard, OR 97223 Co [T] 503-941 -9484 -, [F] 503-941 -9485 PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION Co o0) REVIEWED BY: PRE C 2 0 Co i Co SCALE iD 405 40 0 20 40 i o a 1 INCH = 40 FEET z J L , 1 , J , J 1) SW JEAN LOUISE ROAD ( J o L, a w Q Z_ J M = a z �— 1- a a a oz F ___ ,, f Z Z N - �- m n , — u a �� _ cc • cc R-1 Riverside Homes SW GRAND ST w o (--) (---) 0 cc >- - 0 J trCT E �-* I 1ST SUBMITTAL: 9/13/2021 ' o KEY MAP e 2ND SUBMITTAL: 1 /27/2022 I I' 3RD SUBMITTAL: 3/24/2022 4TH SUBMITTAL: 5/5/2022 0 5TH SUBMITTAL: 6/14/2022 a Ln Aa m 49 50 51 52 53 54 55 i SSMH SSMH SSMH ii 1 REVISIONS 8.00' T P. E2 SS06D087 NO. DATE DESCRIPTION 01 111. 3 PUE, TYP. © 0 0_ _ _ _ _ _ _ _ A GENERAL NOTES: 'it 1 %) ,6, 3 Qr ' ♦ STATIONING. /�' 1. STATION LABELS INDICATE PIPE - \ .l . la-- 7 n A __°_!A a "1. II - ss 6 O O � k 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS x. OS\ SW 171ST AVENUE ;�� 3+nn I S SSLN-E 1 I��a-� OTHERWISE NOTED. SD f SD SD SD SD t� '1i XS ® I�+00 W , -11 M 1 11 ' �■ M ■ M :.1�+:'S �� ) :1�V 7 . . -()i ' 1'1 in J I SANITARY NOTES: OINSTALL 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 APPA0VED CRAIG LARSON SANITARY LATERAL TABLE COLLAR PER CWS DWG 020, SHEET D4.02. LOT # STATION LENGTH SLOPE IE C 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 EXISTING GRADE @ FINISH GRADE @ - LOT 52 2+17.88 (SSLN-E) 27.00' 21.04% 264.702 PVC MEADOW STORAAI NE rF�ITFR STORMLINE CENTER / LOT 53 1+95.88 (SSLN-E) 27.00' 20.00% 263.970 PVC 270- - - - - -\ - - 1 - - - 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 l , 8" PROPOSED WA-ER 260 - -7".'"-----12" PROPOSED STORM 260 ��,GDn PROF 4" PROPOSED I �j� I NF- / STORM LATERAL, _ 1 84963P �� TYP. 214.01 LF 8" (PVC) (A(-0.# (- . J w C� 5=0.0205 / 0, OREGON o o z Z 4" PROPOSED 250 vJi o SANITARY LAI ERAL. 250 O' - - TYP. 8.37 LF 8" () C1j ch 13, 7�0 > cam• N ° 5=0 .0200 '9/G L �P M + Q N 7p m r'1 N O EXPIRES: 12-31-24 2 u u II W 5, -4C J 240 N N v N o Z Z 240 O N w v- N v O• w -' N .O .0 N J W . Q' > 00 . N r- 1- O� Z Z fV + Q O .p II II = J � W .O Z_ Z O ^ v `-ac i; II t/1 II N W W W O co-,,.� O N• Il'1 co SSLN - E 230 5, a _ a - - - - � � � � 2 � � � oo > d00 230 v, + < 011; II m PLAN AND PROFILE v, M , + .O _Z O _ 7 `r' p NW W U N N rzN 270 70 E v 220 CLASS 'B' GRANULAR BACKFILL & BEDDING 220 N 3+50 3+00 2+00 1 +00 0+75 0 N 6 T O O V 1- LU LU v) SSLN-E - PROFILE 0) Pg) -0 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' i w PACIFIC COMMUNITY DESIGN N 12564 SW Main Street 0 Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 v, PROJECT NO.: 144-001 5 0 Q TYPE: CONSTRUCTION o 0) REVIEWED BY: PRE C O 0 0 i g SCALE iD 406 40 0 20 40 i o 1 INCH = 40 FEET z I L , . 2 l 2 L , , J SW JEAN LOUISE ROAD r • , 0 w a - QJ i = <,c Q _a Z W 0 Z z N V - ± r, K Z 3 m z N R Riverside Homes ce w w \ N SW GRAND ST Lu w Z w ��0�� (--) (--1 oo rz NN jfi1_ 1ST SUBMITTAL: 9/13/2021 wverr° KEY MAP 2ND SUBMITTAL: 1 /27/2022 • w N 3RD SUBMITTAL: 3/24/2022 SSMH SMH- 4TH SUBMITTAL: 5/5/2022 I- E2 1SS06D087 SANITARY LATERAL TABLE 5TH SUBMITTAL: 6/14/2022 I TYP. I ,I EXISTING PGE DRY I 0 7.00'-1 I UTILITY TRENCH LOT # STATION LENGTH SLOPE IE ® LOT MATERIAL REVISIONS SSLN-G i 63 62 61 60 59 58 57 56 I LOT 56 2+02.00 (SSLN-F) 17.00' 14.41% 260.7 PVC NO. DATE DESCRIPTION 20.00' SANITARY SEWER AND 15.71% 260.967 SEE SHEET 409 I I WATERLINE EASEMENT - LOT 57 2+51.49 (SSLN-F) 17.02' 15.70 G 261.175 PVC GENERAL NOTES: I "' I I % ;•••' 15.97% 1. ITALIC STATION LABELS INDICATE PIPE --- LI' -SW TREFARM TERRACE x LOT 58 2+71.49 (SSLN-F) 17.03' 261.419 PVC �N �� 12.02% STATIONING. 1 - - I I -r . ' '.1�••i• 16.20% 0 4+00 s i 0 3+00 is SS i • SL-1% LOT 59 2+91.49 (SSLN-F) 17.04' 10.71°C 261.664 PVC 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS I 5) . - -- I 5U I �c• 16.49% OTHERWISE NOTED. M M -M M ��••• LOT 60 3+17.49 (SSLN-F) 17.05' 0 261.982 PVC .��Ai• __ ■ 2+00 � ��••• 9.08% - - -- - --1 m 1 m 11) X ... v, / SSLN-F � -, m .� LOT 61 3+43.49 (SSLN-F) 17.07' 2,00% 262.273 PVC --r.--- - z (1 O O ( , I _LOT 62 3+63.49 (SSLN-F) 17.08' 2.00% 262.473 PVC SANITARY NOTES: I til SSMH SSMH SSMH LOT 63 3+83.49 (SSLN-F) 17.09' 3.36% 262.906 PVC I zz F3 F2 F1 _ I I O INSTALL SANITARY MANHOLE PER CWS DWG _ _L_ _ Z 4+39.33 (SSLN-F) 23.00' 2.00% 262.911 PVC NO 010, SHEET D4.01. --- 72 74 75 76 77 78 79 LOT 72 ) - I LOT 73 3+73.50 (SSLN-F) 22.92' 1.30% 262.262.690 PVC 4 2.00,6 2 INSTALL 4" PVC SANITARY SEWER LATERAL a MIN. PER CWS WG o m 73 O '>< SHEET D4.01. SEE TABLE THISD SHEOET FOR . 520, I c)'� x LOT 74 3+55.53 (SSLN-F) 22.95' 2.00% 262.510 PVC LATERAL INFORMATION. + SSMH As_BuiLT �a- - - - - -- - - F4 - - - "+ I T LOT 75 3+14.50 (SSLN-F) 22.95' 2,00 G 260.823 PVC 04 CONNECT TO EXISTING MANHOLE, CORE DATE 5/10/2023 -- LOT 76 2+98.53 (SSLN-F) 23.00' 7.63% 260.7 PVC DRILL MANHOLE AND INSTALL SAND APPROVED CRAIG CARSON 5.71% 261.308 SSLN-FCOLLAR PER CWS DWG 020, SHEET D4.02. SEE SHEET 408 SSLN-F - PLAN LOT 77 2+74.50 (SSLN-F) 22.97' 6.85% 261.016. PVC SCALE: 1" = 40' LOT 78 2+58.53 (SSLN-F) 23.00' 3.93% 2590..5811 PVC 7.550 26 LOT 79 2+27.50 (SSLN-F) 23.00' 9.15% 260.462 PVC RIVERSIDE AT SCHOLLS MEADOW 290 290 0 = WATERLINE SEE DEQ FIGURE A-1 SEPARATION OF STORMLINEFINISH GD CENTER 6" ROPOSED EXISTING GRADE @ PARALLEL WATER-SEWER LINES, STORMLINE CENTER THIS SHEET FOR ZONE STANDARDS 270 8" PROPOSED WATER STORM LA 10, 10, i. c�GNeF; 8"WT/8" SS 270 �, / / 280 - - 280 84963PE - - - - - - - - - - - 5.31' CLR T , _ _ / --- L o OREGON o L i i I . 116.81 LF (PVCO -� PROPOSED WATERLINE C,j eh 13, 2(�0 ZONE 4 ZONE 4 C 5=0.0100 ' \@S-:.: : 0.0102 270 270 1111911111 260 81.23 LF 8" (PVC) I W EXPIRES: 12-31-24 J u w z 4" PROPOSED 119.00 LF 8' GI SANITARY LATERAL (0900) ' w_3 0 _ u Z TYP. C� S 0.0100 - 1' O.D. I' ZONE 4 6 ZONE 4 0 N w LA o o v a z 8" WATERLINE 250 00~ M N w '- PARALLEL TO J Cu- C 3 / '/ 260 260 °. o oM r- N o Lq S SANITARY WITHIN 15' o a z ---- so - 250 •oar NNS N � ooco ,- N 0 � vwi vo ZONE 3 2 o+ I� + .°O8 z z p ce ,r; o N EASEMENT M H oo ^ J ZONE 1 ZONE 1 N �,, N \PROPOSED wIN - - N °oaMr II ,r, ZONE ZONE1 SSLN - F Q Q ILLI w w w li + W M - O o In II oo Z 1.5' MINIMUM; z z z .o z o o co °o rl z w ' w SANITARY " ~ " � °° °° °° = " w Il llww I+; Qo� � " � " v) wv PLAN AND PROFILE N o w •+ z , v 2.5' WITH BLDG. ZONE 2 ZONE 2 O O o LINE NJ NI N4 240 ix) = r, w Lu N N - o g N 240 SEWERS � HW ii w w � w M ,rrI II 250 - 250 E a; N V1 ~ N 2 °o °O N Q cO N N D coN w N + ,p z z 2 II SEWER LINE ZONES _ II i w w w tea , ate - - - NV1 V1 V1 E CO 00 CO O N 1-. CLASS 'B' GRANULAR BACKFILL Et BEDDING I ZONE 1 SEWER LINE CAN BE LAID IN THIS AREA WITH NO SPECIAL REQUIREMENTS OF EITHER CONSTRUCTION OR MATERIALS. 0 230 230 ZONE 2 INSTALLING A SEWER LINE IN THIS ZONE IS NOT ADVISABLE AND MUST BE 240 240 4+50 4+00 _ 3+00 I 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 o0 TRENCH WITH SEWER LINE. LU SSLN-F - PROFILE ZONE 3 INSTALLING A SEWER MAIN DIRECTLY OVER A WATER MAIN OR DIRECTLY cn UNDER A MAIN INZONE IS HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' M. OF EACHA ITER NE WOULD BEHIMPAIRED PROHIBITED SINCE TAPPING AND O. & 230 230 3 • ZONE 4 SEWER LINE CONSTRUCTION IN THIS ZONE WOULD GENERALLY NOT BE ti PERMITTED. EACH INSTALLATION MUST BE JUSTIFIED. IF CONSTRUCTION -10 0 10 20 1::riii, WAS o REQUIRED. WATERLINE PRESSURE PIPE MATERIALS FOR THIS SEWER LINE WOULD BE WATERLINE AND SANITARY SEPARATION - SECTION VIEW PACIFIC COMMUNITY DESIGN v Effective 9/1/81 0 HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' 12564 SW Main Street V OFIGURER-1 Tigard, OR 97223 SEPARATION OF PARALLEL WATER-SEWER LINES [T] 503-941 -9484 , [F] 503-941 -9485 0 r U) PROJECT NO.: 144-001 0 Q TYPE: CONSTRUCTION 0) REVIEWED BY: PRE C 2 0 o OAR52 A-11 (September, 1981) SCALE 40 0 20 40iii) 407 i o a 1 INCH = 40 FEET z J L , , . 1) SW JEAN LOUISE ROAD - ( • I 0 w a w Q Z_ JM = a w _ _ �— � a >L' a oZ F �_ 7 - Z Z -Ln N - K �- n N. - U 3 N R-1 Riverside Homes SW GRAND ST _ 0 LU 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 WI I I 1 I II II SSMH I 73 NO. DATE DESCRIPTION EieiI �- z i F3 � • GENERAL NOTES: - - J N I I 1. ITALIC STATION LABELS INDICATE PIPE II 72 EDI OI •,.41! STATIONING. ON W I Jz ' .s SW NORWAY LANE _ —I— - 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS SSLN-F5+09 5 OTHERWISE NOTED. IW 5 '! O - 1 SS O Z L.L.I MI— —I _____ 10 w - SANITARY NOTES: Lu VI 0 INSTALL SANITARY MANHOLE PER CWS DWG TYP. O NO 010, SHEET D4.01. 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 III III III III 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) 26.10' 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 STORM NE GRADE PRO/12 CENTER FINISH GRADE t.� c�G I NF�� 8493PoE STORMLINE CE TERM--� o OREGON O 4.30 LF 8" (PVC) ,1<j�%h 13, C 270 I S-8.81000.0091 270 C a 11 G L. LP 8" WT/8" SS EXPIRES: 12-31-24 I: -- . 2.21' CLR 1 I 260 1 PROPOSED - 260 SANITARY LATERAL, SSLN - F J LT-, TYP. o Z z p PLAN AND PROFILE 00 � J v p � W VI I Z V N l/1 ,p N• M M N CO -r-,--, NI Lfl O qO O O N N N Ii p+ a + \(11 = MO v LMi p+ Ii + ,0 Z Z = = I I C �I I W O I Oa `89 250 L, awa "1-' '-±' NN ?. i °° 250 cOl M T N 0 245 ' 245 w 4+00 5+00 5+50 w 0) 3 t SSLN-F - PROFILE PACIFIC COMMUNITY DESIGN HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION 0 REVIEWED BY: PRE 0) C i 2 0 0 (;) g SCALE 408 40 0 20 40 i o 1 INCH = 40 FEET z J L , . 1) SW JEAN LOUISE ROAD - ( • I O LU a w Q Z J M = a w - _ �— I- a a > oz �— f z Z - N Ln K 3 a N _ 0 R-1 Riverside Homes SW GRAND ST 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 . - -LL= 11. I NO. DATE DESCRIPTION I 62N I GENERAL NOTES: 1. ITALIC STATION LABELS INDICATE PIPE LI I L I STATIONING. 63w - � 00 1-1-1__-- - 2. ALL PVC PIPE TO BE ASTM D3034 UNLESS SWNORWAY LANEN i+.1 SSLN-F = W OTHERWISE NOTED. "; SANITARY LATERAL TABLE � o w Ilii , SSLN-G I ��ur_ I J W SII I I W ��1�� N I LOT # STATION LENGTH SLOPE IE C LOT MATERIAL —_ W i m- l/1 l/1 -17 3. - - - —— — — — — - W LOT 64 1+69.33 (SSLN-G) 23.19' 2.00% 263.924 PVC SANITARY NOTES: II' O © W 1144.49 (SSLN C) 26.52' 1.88% "� I O l/1 LOT 65 1+46.06 (SSLN-G) 24.13' 2.00°C 263.710 PVC O INSTALL SANITARY MANHOLE PER CWS DWG SSMH TYP. SSMH3.17% 263.9 NO 010, SHEET D4.01. G1 F3 LOT 66 1+29.68 (SSLN-G) — 24.80' 2.00% 263.559 PVC 164 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 I @ S=0.0200 MIN. PER CWS DWG NO. 520, I SHEET D4.01. SEE TABLE THIS SHEET FOR ILATERAL INFORMATION. AS-BUILT 1 _ I 111 III III III III 1 DATE 5/10/2023 AFPROV CRAIG LARSON SSLN-G - PLAN SCALE: 1" = 40' RIVERSIDE AT SCHOLLS EXISTING GRADEMEADOW STORMLINE CENTERR F NISH GRADE @ 270 STORMLINL CENTER — — — 270 1 1 1 - - PROr 73.67 LF 8" (P Ci____,x=00.0 0 t. c�G I NF � 260 260 411•1 (rtm84963PE � 4" PROPOSED SANITARY LATERAL, o OREGON O TYP. c6 13, E '9/C L kP J a W J u l7 Z o W N -1- g N w-- c,--- ,, EXPIRES: 12-31-24 v 250 0Q ,�- � �' p N 250 Ln J '0 - fV CO 0 N N N _ CO � C 1- .6 O OM N N IL 3 j h N O � O a O co II II UJ 0 = II II II W ^ W N Z Z ,, H o H - • ,` Q Q II W_ W W I to in ? in oo N vii ~ N 2 ao ao ao SSLN -G 2 2?50 2+00 1 +00 0+75 2 PLAN AND PROFILE U E SSLN-G - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' N O N 6 >- 0 0 2 O V I- w w S N ,) Pig) 0 PACIFIC COMMUNITY DESIGN Z J N N 12564 SW Main Street 0 Tigard, OR 97223 O [T] 503-941 -9484 , [F] 503-941 -9485 PROJECT NO.: 144-001 2 Q TYPE: CONSTRUCTION 2 E REVIEWED BY: PRE C 2 0 8 (;) g SCALE 409 40 0 20 40 i o 1 INCH = 40 FEET z TOP VIEW LOCATE FRAME mii STANDARD MANHOLE FLAT TOP 58" DIA. SANITARY SPECIFICATIONS: IAB 11 GAUGE (.1196") AND COVER OVER W1) CLAMP AND BRACKETS ARE TYPE 304 �, RH_LEDGE OF AT _ /� LEAST 12" IN OR �. STAINLESS STEEL, 11 GAUGE (.1196"). Riverside ai� RUBBER GASKET FLAT TOP 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE Homes • :�' ., WIDTH 18 8 STAINLESS STEEL r •''•••.••-• 8" MIN. BETWEEN W/REINFORCEMENT DIAMETER VARIES I • :• 3)RELINER CLAMP/BRACKET AND ANCHOR OR WITH SIZE REQUIRED'' .::•'.•: - -•- z : 6" MINIMUM R.-1 Riverside Homes LL, MANHOLE STEPS SEE 3/4" SQUARE I '•`' STD DRAWING NO. 100 ...i. 4. �� a II I Th CONCRETE +cr' --• ' •:'� 48" MINIMUM �,r'. STANDARD CAST IRON CONCRETE COLLAR ❑ ❑ II ❑ ■ + �� f'q t 1ST SUBMITTAL: 9/13/2021 FRAME AND COVER • '� DRAWING N0. 510 STANDARD MANHOLEa ❑ P' a ❑ ❑ ~ q 4 GRADE RING A11111111,1111.1111114111 1.1 A_ 4, _ 2ND SUBMITTAL: 1 /27/2022 `"•7 • CA (NON-TRAFFIC APPLICATIONS)• ,Iir V Q 0 p a 0 p -° y ,MINIMUM 3RD SUBMITTAL: 3/24/2022 cwfe".n � '':f 5" MINIMUM ❑ ❑ 11 ❑ ❑ �: 4TH SUBMITTAL: 5/5/2022 49 m 4 SMOOTH FINISH CHANNEL TO 3/4 {Owl\ ' Q �� +''-� 5TH SUBMITTAL: 6/14/2022 , . s ' • • d • 4" MIN. .Q : PIPE 3/4 VERTICAL HEIGHT OF PIPE. •. ii-iii r 11 - iii. •�' I.D. FINISH GRADE AI I 1I =1T1 1 i '� g , ' 9 ,i (ASPHALT, CONCTRETE,OR OTHER) _ III_ III-1 3f4"-0 4 w � REVISIONS 6"MIN. • I III-III-11 < , 11 WATERTIGHT PIPE PLUG C131.151-1MKFILL ROCK e • •• ' 44 • -III-III111= '1'`- _ WITH STOPS OR 7/8" BACKFILL a, lc,': o 0 8 r ).-, ....c. • CONSTRUCT CHANNEL AND • WATERTIGHT THREADED o 'o ' 4" MINIMUM ,•'. .•. . III=III-II �' III; 10" • ^¢ "' NO. DATE DESCRIPTION • • • MIN 12" SHELF IN FIELD -• CAP AS APPROVED BY '` •• • f III-III 4 44 ' 1 I LOCAL JURISDICTION. =1II-II _III= I7 .........x r_, s• . .4 III-IV- 744. _, 11 f •.....• +m III III-II Tit END VIEW '�-`..i.... '.,. ..! ' ,r1---r- • PROVIDE 3/4"-0 FOR g" SECTION B-B �j 2' MIN. CLEARANCE 7:111E11 I= / Allilimill711 1116.. T} •-�_ ai.• � laiii� 1-111= 1 -- 4.■. =II i- A MINIMUM OF 6" �• :;%=_ �'t AROUND CLEANOUT 1" MIN. ��I `�1 �. �12" MINIMUM OF %4"-0" OVERLAP iMagglaggaggi I 6" COMPACTED BASE MATERIAL ■ MIN. 6" MINIMUM _ . _ _ I 8� MIN1ML M PROVIDE 1/2"GAP (MAX.)- �• 198"'-.".1' AROUND ALL PORTIONS Al OUh+ ALL PORTIONS 48" BETWEEN CLEANOUT PIPE 111 f•.I-I I OF THE PIPE ' • OF TF1E SPE .� i_�. z AND GROUT COLLAR. -III .111 IEl I= SECTION A-A . 0 �1=III=�I '.�__�-I 11= - r'1:.- w _ 5" MINIMUM 111111111111 11111=111, ,�,d .. r �. 4. •ft. 0 �' II1-11 I ;` •;'1-11 -Ir �' =1I I III-� -1: _ . . �; + ' _ •Y.• 111= 1 ■J SMOOTH FINISH CHANNEL 111=111 111= �., - I \ ` t.:" - a' . TO 3/4 VERTICAL HEIGHT -1I = III =111-=1-1 'li.. -1=1-I .6 ' Q OF PIPE. =IIIIII III=1 I_I 111111 I=1=111 1��:� I�_'1111-1 I 1=1 0\\\ w. .. , ' . :� III II 11 ,•x�••x o • m �•�i�i�•�i�•�•�i�•�i��i�•1�1 ' r i,-III- I NOTES , �// • .� -: PIPE Y. " "�•7!S�•?•7 •X" " !� .• F , 6" MINIMUM OVERLAP. •I�I.1•I�1.1.1W1•I.1�1.1•I;' •1.1� 111-III- - , 4' I.D. ir::•re:r=•X"'X• -i0-0- •xr'•r - 1 - 1. Ya ALLEN HEAD BOLTS s.1 1 f•• s1e.1.'110I. A: 111 1: • , 0714-111E111-=. 1" LONG RECESSED. ' • 9 •:.••..• •..•: ?1� -III-III 2. ALL PERMANENT CLEANOUTS p a . r ' . .a - ?,. 'r: ; �; ! CONSTRUCT CHANNEL AND . • _ _ • : ,.. ,. . '• c,•7 111-II11-11 TO HAVE BOLT DOWN COVERS. 6 p • .... -� MIN 12" SHELF IN FIELD 1 -- - n • • •• � : : •• •• ••'� • • . ••M•:-..• . - •'I-III-III '8" MINIMUM CONCRETES „4,414,.!* Avt. III=III I 3. MATERIAL SHALL BE GRAY CONCRETE ..:.••• • •• .. : • • •+•' I: �-' WOkr �r 1 CAST-IRON, ASTM A-48, y I NGTH AS DIREPTITdgW2WvovPWAWAs_BuILT 121... . 1i1i1•%1i�i• d• 4 .`.1.1.1.11,1 111- 5i.. si... ................... e - ,•� •� �•i .• d • • �1•:•7-+•�" 111=11' CLASS 30. • ... r......... .............. .•" 1.1•.J1Z. • • ,4'•' .i• . •p 4.• • . .,1.,1;,,1•,11,-i i- M INi6#LFM 2' DATE 5/10/2023 ._...�..1 . ..•....... -14- ............. I/ �i��i.tmcAttfixtttimfiedtt APPROV® CRAIG CARSON ''''-'6140.-.0.1-#4.41',' • ' ' _ CONCRETE ENCASED I VIEW E •1'c•-•�.�t,t� - =' BOTTOM OF WYE 3/4"-0 FOR PLASTIC PIPE 3/4"-0 rire 12" OF 3/a'-0" //A NOTE:CINCRETE SHALL HAVE A 28 DAY STRENGTH OF NOTES: COMPACTED BASE ROCK 3000 PSI Aka 2' TO 4' SLUMP. 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 r-IE DRAWING NO. 010. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. DETAIL JDINT 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 INTO 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 � CLEA\ OUT ERAVE CO\ CRETE ENCAET/ VANHOLE 3ASSTA\ DAD CLEA\ 0, T MEADOWC1eanWaterServices C1eanWater Services A\ D COVE C1eanWater Services CLOSURE COLLAR anW rervices DRAWING NO. 020 REVISED 11-16 I DRAWING NO. 500 REVISED 01-13 DRAWING NO. 510 REVISED 12-16 DRAWING NO 560 REVISED 12-16 1 CLASS "B" CLASS "A" SURFACE RESTORATION AS SPECIFIED (4f1-1"Ii 6 SEE STD MOUND EXCESS NATIVE MATERIAL eDRAWING 600 OVER TRENCH TO ALLOW FOR T-CUT ASPHALT SETTLEMENT DETAIL -rfl-H1-11 - �O.I�--� II = 1=111-116 ,,, o OREGON - 11--- 1 I IIII- - �h ,1 a a ° aI-1 11=111-111=III= 4 =1'. -111- ' -11111111 C 13, 111=111-111-111-111- 11=111= -9/ ' -111=-111=-111=-111=-11171‘. i-I 11=)1=111=1 1 1 1111=i 1III=1=1-11 -I=1-1=1- a 1-1=1-i 12" NATIVE TOP SOL c `P 1-111-1'' 111-111=11 //L 111=1'' IF TOP SOIL EXISTED EXPIRES: 12-31-24 111-' HIIH 95% COMPACTION //0% COMPACTION 1=' PRIOR TO EXCAVATION. IIIIIII� aWITHIN 36" OF , / / 11 II SURFACE I 'I1IEI I a a / // / =111-11 UNDISTURBED -11 �90% COMPACTION /MNATIVE ATE IAL/ III EARTH UNDISTURBED I- 1-1 U EARTH H i a BELOW 36"OF _ E a SURFACE / 1111 1I // / 1111- SANITARY DEPTH / / IIIIi co VARIES 4 3/4 R0CKRUSHED / / / I' ' CV a / / DETAILS a 1 / // o LI a 3/4"-0 CRUSHED 4 1/ 4 ROCK PIPE ZONE a 2 PIPE A a O.D. PLUS 6" • 4 4 w _i_ LU ° a a iiir I1 ,I�1�1/Iy'Iy1y1/4 ��lIy1y'I�I : I I- 3/4" 0 111-11 y�•�f�.•�: • T,-r 111 111- e. PIPEBEDDING -III ' • • � • • • • i �a - • • • • • • : -111-111 I I Y'`41 .�-'0000,4' a4• . :1pT III III I 1 LLJ 0 1 1 E 11 st_ * 1Y �POW==111-111-111-1' } 111=11 Q . 111-III-' 1 I - 11-1 1 1-1 -1 -= -1 1 1-1 11= =1 1 1- -I1=11 -1 1 - z X .V I - C X N I i I 6 '' IX � - I v X C X 11.1I U)� ��I■ '� c X 1©05.01, 17.43'R 20.00' NITARY SEWER x "I'�■11.. �� I (171ST AYE) AND WATERLINE EASEMENT ;u 3+07.01, 5.00'R 111111111111 III I N V)- A (TREE FARM TERRACE) I 13+10.70, 9.00'R N 3 3+12.01, 0.00' � x 1t ��11 ' IMO * X N 13+07.09, 11.00'R X x� * 13+07.74, 9.00'R (171ST 0 p X „�•� I oX AVE)) X (n X (TREE FARM TERRACE) XX ¢ 12+87.85, 9.00'R X (SABRINA) (172ND AVE �., 0 _ _ 111111111 II ® (174TH LOOP) I 0 I �"' IG I 7A 7A R Riverside Homes 10 • 10 `•12+94.49, 16.50'L= ■i',� _ 7.00' Mil ■�I■ ori ■\ w�� 2+18.21, 9.00'L ;11E; jp- 10 %P%■ 10 ► ' (171ST AVE) a �.,�0 lir a - - ��i�� X ' t'; (175TH AVE) I''/ C� 0►r' iI1ii (172N 74, 9.00'R blaIpdi1W/ $jjI oII � ii JL. _.� - - - - (172ND AVE) _��,� O [a* REMOVE EXISTING 1 o . L �. _ 12+67.27, 9.00'R 12+90.34, 11.00'R :IL�.'��_ -� �IikK 1 11ir��1'ii4Gl� 1'" (SABRINA) ,;' r ,, •� r ��I 79 CURB AND REPLACE I 1ST SUBMITTAL: 9/13/2021 I `� a •• (174TH LOOP) 5111.11011gt i 28 I �� A 42 55 11 56 LI,u PER WATER DESIGN Ix I 6 16 "� � QO'� 13+05.02, 9.00'R v II I 2ND SUBMITTAL: 1 /27/2022 5 44941 w TYP. w • ■r (171ST AVE) ■' °`15 - a� ' _ -: > P.:-4i w ■ e 12+90.69, 9.00'R �q31 w A57 i O4TH SUBMITTAL: 5/5/2022 I■�1I� a 41 i_ ■117s�ti S I. (171ST AVE) a , TYP. I �i1A 26 a t„ x 1451*'I■iimin $I 7u„. ii ■MIISKiI17 I z I 29 40 o 43 54 '' N - 77 I 5TH SUBMITTAL: 6/14/2022 4 I :::` r_ LL'TYP. 14 I 58 I Iw I TYP. IF I I I I o REVISIONS � .iIII� ~ I � . 9 I I 25 I N ® I\' I I I 44 53 kal i>o�I a 59 N 76 I o I w 8 11+56.35, 17.00 L ,� I ��I1 5 30 39 /Rill : - °° o ° 13 �a 18 I�X 'I I °I� I I1_ 111 NO. DATE DESCRIPTION 1 3+02.01, 17.00'R z I o -3+72.01, 9.00'L (174TH LOOP) ■�11�14SI s' ',I��1 TYP. 14SIEIIr� + � IiIC_>•11_ TYP. �. _ I Lu istai i� �I GaIG•>•1�_ I egEI II v.) I (175TH AVE) > �'+ (175TH AVE) �II■Ii1��M� i i 6ii'ai "'( immi1 11+59.24, 16.98'L _ I I a Mi--411115111-4.1� 3 III I 7a'Q ✓IIG•le m ILII` o ) 60 € -.� 75 - I __ IT WI 9 9I■ ■1 24 9 : e 9 Iti3EII 441 52 I (1171ST AVE I. F- ��■III� SI I 38 i III .� I I 2 3 'n - - ■Ij r 11 .. 1 ^ �, Ie 12 1■ 19 31 �' �',IA- 11+81.18, 20.99'L ' ■li%►�4 Iill 9 61 I I 74ti ,".. i 11+71.45, 16.75'L ° .. iSod lII 3 11+23.04, 16.50'L I (SABRINA) (172ND AVE) I iI e - (174TH LOOP) 1■1.1 2 11+26.04, 9.00'R ��I,' °' I m I u 3+81.02, 9.01'L ■L_ _ 3+75.01, 17.06'R .--.* I ' .r mo (175TH AVE) I ' .I■MIEN �I (174TH LOOP) 23 I EN I I 46 51 62 I- 73 I , �O q.� 441�'I�Ei��l13�R41 32 37 ■ -_111•1 IBBiII II 1+29.77, 5.00'R III I u (175TH AVE) �� I ••� I '1�� ■ (NORWAY LANE) II U Ii' I _ 11 a 20 +I��1. =.11©I . : ' A I 11+37.37, 3.60'R ►444444�4444444Ix4444444s444 4•a�� (G lD STREET) y 1.1. _��..� I 1 72 a444C!1 ATMOMIIISEMEnr1 - , •• , 155tH■■� I .• e 6 10 00 ■■I�■� ° o ' 22 1 "1111111.11111 33 36 I o 47 5 1 - - - �41 •� I p . ■i 0+88 00 9. 0 R �� __ • + TRACT A 10+67.59, 20.50'L �, 3 �f �■ 1Z+ 10+67.00, 16.50'L .. I - ...... oL -.ES _ I _ 00 + 6 (SABRINA) �P.•_ •' �+� (171ST AVE) I I M' �►+� p SW NORWAY LANE M -:: M $" :as (]S 13 00 S \ / 11+11.95 9.00'R IC111 - (172ND AVE) _.ICl1 Irllri��__��l,_ O SS �,� � 1 -'O --w -87-1 W /4-i.00174TH L\ I 1A 89EII�i 1Y00 7 R w �Dri+��iik • ( ) 44 A 121111�� © :I II OI4- la - 1'4 t"liiyvvv *O4+22.995.58'R 1 34 I O IIE 48 49 'l�,� �1• - - *.,- 141 A A _ ,, , . •� (GRAND STREET) 15+65.96, 9.07 R ��_, 1 •1B i et I �_ imim10+70.59, 11.00'R r _:�� (GRAND STREET) / �° - - - - 1 - - o ® e 4A 3A N _ -Ark .s - SABRINA - / h 111 �' 10+89.36, 9.00'R 11+37.36, 9.00'R 13+55.84, 0.61'R �� (SABRINA) 3 10+70.00, 9.00'R 3 10+04. 0, 9.00'R Sp / • • , , 10+67.00, 16.50'R 2+20.00, 5.00'R 2+22.11, 5.00'R 3+08.44, 16.50'R 11+62.29, 8.7T R12:2 171ST AVE e (GRAND STREET) \ 150 © . �� `I!I_ (GRANT STREET) (GRAND STREET) (GRAND STREET e A .5,v, _ (171ST AVE) (NORWAY LANE) (NORWAY LANE) , I (GRAND STREET) 12+19.68, 5.26'R (GRAND STREET) , , 0 As_BuiLT _ (NORWAY LANE) 18+00 "19+00 .1349.31, 82 �� 16+00 17+00 SW GRAND STREET II 20+00 20I s' 64 65 66 67 68 69 70 71 TRACT H 11+58.72, 8.55 RDO - �� - r - - Sd - SD SD i� 5/10/2023 ;I (GRAND STREET) (GRAND STREET) (GRAND$ RE. / - �D AAPPROY �- 8" w w I D ��,,�. '�,\ . oo 5+00 4+0o w ' 0 3+00 •• W �W o r+ I CRAIG LARSO N v • ---- / -- _ _ _ _ r \ e _ e_TRACT F q - - -. ii fE I1900'R TRACT DII ::. ( 71STV )165749900'R1 +54.4TRACT G 14+7654915R1 `-. 31R �„� ( RANDT . , . 00Ad ,,.�, RDTR ) + _ (GRAND STREET) (GRAND STREET) -- 11' -` + � Jr0+14.68, 9.46'R II LU RIVERSIDE :.: SD SD (G14+97.38,AND 9.45'R REET) u (GRAND STREET) © (171ST AVE) 15+22.90, 9.58'R A 8 8 (GRAND STREET) 9+89.59, 11.00'R 18+03.49, 9.00'R 9+74.29, 9.00'R 7(171ST AVE)9.00, 00'R 15+54.40, 9.69'R (SABRINA) 9+74.88, 11.00'R (GRAND STREET) I I 8 ci AT S C H O L LS (SABRINA) 9+$9.00, 9.00'R (172ND AVE) 9+74.32, 9.00'R �i�� U (GRAND STREET) NM I (172ND AVE) 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. PER DETAIL 530, SHEET D5.01. I PN1?°1 � E G / 2. ALL WATERLINE BENDS TO BE INSTALLED WITH � c4',Q �� 1B 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. 03 o, OREGON A INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, Clj c6 13, SHEET D5.01. 4/t; LPA' AINSTALL 8"MJ GATE VALVE EXPIRES: 12-31-24 3A INSTALL 6"MJ GATE VALVE AINSTALL 8"X 8" MJ TEE WAT E R 4A INSTALL 8"X 8" MJ TEE WITH 8" TO 6" REDUCER TO PLAN LAN A INSTALL 8"MJ CROSS U a -7 6 INSTALL 8" 22.5° MJ BEND N O o A INSTALL 8" 11.25° MJ BEND T 5 7A INSTALL 8"45° MJ BEND Lu w N 8 INSTALL 2" BLOW OFF VALVE PER DETAIL 570, SEE 3 SHEET D5.01. 1::r,i 4 9 INSTALL COMBINATION AIR 8t VACUUM VALVE PER PACIFIC COMMUNITY DESIGN DETAIL 590, SHEET D5.02. 0 12564 SW Main Street 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 [F(;) ]N50.3-941 -9485 tEXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. } Q TYPE: PROJECT O : 144-001 DEFLECT WATER MAIN UNDER STORM MAIN AND CONSTRUCTION LATERALS. PIPE TO PIPE SEPARATION TO BE 6-INCHES ,M, MINIMUM. REVIEWED BY: PRE 3 02 A 1" PRIVATE WATER SERVICES FOR LOTS 64-79 TO BE SCALE o INSTALLED WITHIN ALLEY TRACT. PRIVATE 50 0 25 50 MAINTENACE EASEMENT OVER ENTIRETY OF TRACT TO o BENEFIT LOTS 64-79. 4 1 INCH = 50 FEET 501 i 0 a z R Riverside Homes �, _ 2.0 SIDEWALK ADJACENT TO CURB OUTSIDE OF WITHIN PAVEMENT PAVEMENT_ - 7'-0" 8'-0" PUE - ` 9 1ST SUBMITTAL: 9/13/2021 5'-6" H ';i;� : ]i:■;4 - IM 1; lid BREAK FLANGE SIDEWALK 18" CAST IRON 910 ,'V ay, 18" 3" MIN. VALVE BOX TOP 2ND SUBMITTAL: 1 /27/2022 SIDEWALK MIN F 6" MAX. . . . ,, �v•:,/V/A/x/V/V,/-v'',/',/-/fix//' �� _ 3RD SUBMITTAL: 3/24/2022 a::. x_= =-- ----._;//,I!,Itv ///vi/,r, // Yw ,s7 >,:..'1AA4TH SUBMITTAL: 5/5/2022 18" CAST IRON 910 BOX : ;l''.'1=1%4-:.::..t.�o..fiy, /,//////////A/`.. ;,:.:I_.-'./i// J / �?2�?`�e`,r` - ,/ //�//�//�/ 12"x20" ROTOCAST METER BOX, WATER METER \// ,��/A///\�V�iy///Y/iVW. �V//\ V 1 '. ��r-li -vr- ��m;D jiXii• .:� j7a %�!�; \4, \\\�\ �' 1., •. •. •. 5TH SUBMITTAL: 6/14/2022 PROVIDE 24" BY 30" MIN SERVICE LINE DEPTH ,,�/\//\f/ j/\�...-,.- :-o-e-;.. :..• :! � %� 4" THICK CONCRETE .� ., 1 j/ W/12"x20" COVER W/5-1/2"x11" /2' x`3//4" DRAIN ROC \\\�\.., • � y/\�f�• /\� •�j>• . \�' PAD (SEE NOTE 4) layPLAN y� CAST IRON INSERT WITH NO ��, /�s/ / TOUCH READ HOLE IN THE TOP �;e�7 TAR PAPER (MOISTUI ,V�" ;" / \/ REVISIONS HAND TAMP BACKFILL OR INSERT. NO HINGED INSERTS METER BOX r..•d .�. 6" DUCTILE IRON PIPE AROUND TOP SECTION [12"6" MIN. �'%:,� '%�0' LLJ MAX. 4;: i ;:ham RESTRAIN ALL JOINTS W/ A NO. DATE DESCRIPTION SIDEWALK ADJACENT TO CURB 1" UNION EACH SIDE DOUBLE CHECK \G`,t�,,�2. "FIELD LOK" OR EQUAL GASKETS IIIIIIIP�II /\ VALVE ASSEMBLY �//�!,m� llll� �IM �` „ 5'-6" 5'-0" 8'-0" PUE \�\"._,..,..t...„..._ , \ \ I 6" ASTM 3034 PVC - j //j/'�� //"/ill \'// \ / 6" MEGALUG RETAINER N •„,,v/j/ ,/),\' n / /.//� `� ANGLE STOP TO BE 1' 6" \ \ \ \ \ \ \<\ .1 �\,� ,� INSTALLED 6"BEHIND CURB / �/\\/\\/� \�i��/ �j /// GLAND (EBAA IRON) PER COT REVIEW COMMENT �/ _- ,77-//�//:r . :\/�j/\// /\/ �/j/c\/\�mow// �� \/%/% x//%/ 24 BLOCK CONCRETE PIER 6„ GATE VALVE -T- OPERATING NUT EXTENSION //\ \\j \' FLG. x M.J. M.J. x 6" ELG. TEE (SEE DETAIL NO. 505) ....._.,,... ! tai :i e'I:. �..,wi �._.�. i --- .I -!i_I:!ICI;-c��I!IC';=�i� SIDEWALK WITH PLANTER 2'0' 30" MIN SERVICE LINE DEPTH 12"x20" ROTOCAST METER BOX, "' WATER METER •� �� 12" 'Cr W/12"x20" COVER W/5-1/2"x11" •-.: •,. .. i� >f ; STRIP AT CURB O� CAST IRON INSERT WITH NO �y�� ``�� ,��,�,�. � ( TOUCH READ HOLE IN THE TOP , ' ., - �, �Tdrs ,,>t �4-• SIDEWALK -- OR INSERT. NO HINGED INSERTS 3" MIN. BREAK FLANGE L NOT TO EXCEED A" MAX. SIDEWALK WITH PLANTER STRIP AT CURB CRUSHED ROCK BASE 24" DEPTH '' , .• :1i- *•. ' _-..\�\\ - �� -4 \''�`.. iii i [i' .- /�\/j \ ,,, ,>,,• NOE ELEVATION ` --fix \\\\\ 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 / / / / / / /i AND GUARD STAKE AT LOT LINE FOR B. BRONZE ACTUATION NUT NOTES: \'\\/\\/\\ \\�\7 METER INSTALLATION. ' ,=, DEVICE SIZE BOX TYPE AS-BUILT /�/� /\ \/ � D�/� C. BRONZE SEAT RING 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. r SEE PLUMBING CODE FOR DEPTH OF 1 1/2" - 2" CARSON 1730D P15L OR EQUAL E. SAFETY SLEEVE COUPLING 5/10/2023 3. CENTER OF METER BOX TO BE OFFSET DATE 2) OPERATOR EXTENSION 1�� d;� COVER F. THREADED NOZZLES WITH "0" RINGS 1' FROM PROPERTY LINE. G. NATIONAL STANDARD THREADS APPFiO� CRAIG LARSON REQUIRED WHEN VALVE NUT W 4. BANKED METERS WITH SHARED SERVICE • -• •t-••••.•I�• Vis-. IS DEEPER THAN 3 FEET ® 24" LINE TRENCH SHALL HAVE 18" MINIMUM •�= INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. SAFETY CHAINS TO BE REMOVED. FROM FINISHED GRADE. \ DISTANCE BETWEEN TAP INSTALLATIONS. 4" MIN -I "`-- 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 F. 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 AREASOR 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 OF TIGARD NO SCALE CITY or TIGARD NO SCALE cn'v OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. OREGON LORI FAHA, P.E.aTY ENGINEER 1" OREGON THEODORE S. KYLE, P.E. �( oRrooN THEODORE S. KYLE, P.E. 0j ENGINEERING DIVISION TYPICAL GATE DWG. NO. .� ENGINEERING DIVISION DWG. NO. �� ENGINEERING DIVISION dam,ENGINEER DOUBLE CHECK DWG, NO. 1' ENGINEERING DIVISION CITY ENGINEER FIRE HYDRANT DWG. NO. my ENGINEER PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT I - PUBLIC WORKS DEPARTMENT -, 13125 S.W.HALL BLVD. �J _ 13125 S.W.HALL BLVD. WATER SERVICE /� 13125 S.W.HALL BLVD. -- 13125 S.W.HALL BLVD. �r TIGARD,OREGON 97223 JANUARY 2011 VALVE 503 - _ TIGARD,OREGON 97223 MARCH 2017 5 /O ^-�� TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 530 TIGARD,OREGON 97223 JANUARY 2011 ASSEMBLY 542 yi VOICE:(503)639-4171 V yy � VOICE:(503)639-4171 L GAIU) VOICE:(503)639-4171 ( ) FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX:(503)684-7297 APPROVAL DATE �R1D VOICE: 503 639-4171 FAX:(503)684-7297 APPROVAL DATE A 18" CAST IRON 910 BOXES 3'-0" 6'-0" E ::. FINISHED GRADE.::. 4" MAX. - �� J"' 11�FKJ 84963PE . IF TYP GATE VALVE • 2" BRASS PLUG (SEE DETAIL N0. 503) HAND TIGHT SWEADAPTOERI TOPPER C,j oh 13, ti� TUBING EXPIRES: 12-31-24 /�• Il I •'10:44!_r"yfri0cPAPLor ;�I cul %/ �j'� ,,:" j.ij' j.� 2" ELL COPPER __ 1.:. 4 / /• Y X Y._.,:..Y.�Ti7T-1 oma • • i�� •04 •� A %�%��,��Q��.„„N. -...`,.` L ...._• ,.`i/`�I SLIP %;.;�;y�;�;;y�;.;�/ •G %# I®ISI I_I . I®I Y \��I��I��I��/ \��A‘• 2" ADAPTER COPPER o SWEAT TO MIPT J TYPICAL: CONCRETE PIER BLOCK WATER U m o N z MECHANICAL FIELD RESTRAINT Eo w z Z REQUIRED 2" TAPPED a ~L_ w w TYTON JOINT PLUG OR DETAILS M.J. CAP WITH MEGALUG ~ I- o o NOTE. RETAINER GLAND PLACEMENT OF FIRE �, z o w .� w THREADED BRASS PIPING N Z u) z cc MAY BE USED IN PLACE OF HYDRANTS OVERRIDE 0 tri Lu COPPER TUBING PLACEMENT OF VALVES. o J o J w Z PERMANENT FIRE HYDRANTS MUST >. Q Q w BE PLACED AT TANGENT 0LU CC . �\ o Z OF THE CURB ARC. TYPICAL PLACEMENT OF VALVES. Lo 0 `�•, w STREET PLUG OR PLACE VALVES AT THE TANGENT mri /EDGE OF PAVEMENT OF THE CURB ARC. 7' IN FRONT 0 o o PHASE BREAK MAX. 500 w m N ! ~ r MJ GATE VALVE r BETWEEN VALVES OF FACE OF CURB AND/OR 10' w ` \ m AND VALVE BOX I 1,_0,. ® FROM CENTER LINE OF ROAD o "' •`�` o COMPLETE 3 Q o w o REQUIRED z i�1'_ CO .,/\ \. \. \/�/ / '/\/�/" //'//"/%//''. / ///\// vi _ NOTES: 1-- J ? If) "'II�L�I raj 1. VALVES ARE NOT TO BE LOCATED IN CURB AND GUTTER AREA wH z Oz In ' li'j' v v j/ (w o z Zo \�,/,/.\ \ � . �� \��..\r , /=,/\\ \!\\\,\\5 2. VALVE BOXES ARE REQUIRED AT EACH VALVE LOCATION P!......!00 - Q 3. VALVE BOXES CONSIST OF 6" ASTM 3034 PVC RISER Q Q o UNDISTURBED EARTH PACIFIC COMMUNITY DESIGN w o z AND 18" CAST IRON 910 COVER 5 �'.•' . Q zz ov MECHANICAL FIELD 4. MAXIMUM SPACING FOR VALVES IS 500 FEET o I im o wI RESTRAINT REQUIRED 5. ALL VALVES ARE TO CONFORM WITH AWWA STANDARDS 12564 SW Main Street • ■� Z . Tigard, OR 97223 0 I. . IX Ir N 6. GATE VALVES ARE REQUIRED FOR 8" AND SMALLER PIPE. g w z z m o 0 BE DETERMINED 7. BUTTERFLY VALVES ARE REQUIRED FOR 12" AND LARGER PIPE. [T] 503-941-9484 IN THE FIELD N TEMPORARY [F] 503-941-9485 N CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARD APPROVED BY: NO SCALE CITY OF TIGARDAPPROVED BY: NO SCALE OREGON THEODORE S. KYLE, P.E. OREGON THEODORE S. KYLE, P.E. �+ OREGON THEODORE S. KYLE, P.E. TYPICAL VALVE PROJECT NO.: 144-001 Q ,.I ENGINEERING DIVISION VERTICAL BEND DWG, NO. ,.l ENGINEERING DIVISION 2» STANDARD DHIG, NO, •l ENGINEERING DIVISION DWG, NO. CITY ENGINEER CITY ENGINEER CITY ENGINEER Q .. PUBLIC WORKS DEPARTMENT ' PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT TYPE: CONSTRUCTION 13125 S.W.HALL BLVD. 5 6 3 - TIG S.W.HALL BLVD. 5 7 0 ` _ TIG S.W.HALL BLVD. AND HYDRANT LOCATION 575 � TIGARD,OREGON 97223 JANUARY 2011 RESTRAINT �r TIGARD,OREGON 97223 JANUARY 2011 BLOWOFF TIGARD,OREGON 97223 JANUARY 2011 j if VOICE:(503)639-4171 -i; VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE REVIEWED BY: PRE C O 0 0 o. 0 0 4 v i 0 i D5 . 012 , 111=111=11 ,. - =111=111-111., IJ IT I. HIE. 11111 1 `,`' ::. III= _r 111 + -II ,IT1-,i, ii -III II�L' a �1 11 ME 1111 IF ■ um -111 "i1 R-1 Riverside Homes PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP r1ST SUBMITTAL: 9/13/2021 Atli' 1�11 � _ .1=i- 2ND SUBMITTAL: 1 /27/2022 W (7.-_,,. _ 3RD SUBMITTAL: 3/24/2022 -11 1 .. III- 11111 I II I-_ A M EIREFEE alai` 4TH SUBMITTAL: 5/5/2022 -111= -11kk, - 5TH SUBMITTAL: 6/14/2022 --'-'777-775+17-11711-1T1ii1-111 - REVISIONS LATERAL PLUGGED CROSS TEE CONCRETE THRUST BLOCK SCHEDULE NO. DATE DESCRIPTION (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. ApppQ� CRAIG CARSON 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 RIVERSIDETHRUST BLOCKS ARE IN SQUARE FEET. APPROVED BY: AT SCHOLLS CITY OF TIGARD NO SCALE OREGON THEODORE S. KYLE, P.E. I:r STANDARD THRUST ENGINEERING DIVISIONCITY ENGINEERDWG. N0.PUBLIC WORKS DEPARTMENT 1 MEADOW 13125 S.W.HALL BLVD. ^0 p� TIGARD,OREGON 97223 JANUARY 2011 BLOCK 5`h/ TIGARD VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE 1" TANK VENT MSA VENT CAP-\\ G� PROF' BROOKS # 37 METER BOX `� 0- Sf' (2) BOTTOMS REQUIRED ( \ t 84963PE47*. 6" MAX 1" STREET ELL 1 " UNION 12" MIN o OREGON 1" AIR VALVE 18" MAX (COMBINATION AIR & VACUUM) qjq'6 13, r.� G L_ LP /\/\/\/\/\/ / / • < > % /\\\% \ EXPIRES: 12-31-24 /i / \ \ I s \, \// // // \/ \ i\ \/j\/\\/\ . 4 \\ • \ \//i e' 1" x 3" BRASS NIPPLE 1" 90° ELL WATER Ua ... .,�, . ~ DETAILS E - 4 1 BRASS 90° ELL 1" COPPER TUBING 1" x 6" BRASS NIPPLE 0 CV 1" BRASS COUPLING moMINOMMIIIIIIIIIIIIII ki 1" CURB STOP NO -1 0 ON:1 " OFF CORP 90° ELL E18" x 12" x 2" CONCRETE PAD = 1 " CORPORATION STOP 0) 3 1 Q NOTES: uJ a w w 1. FOR 12" AND SMALLER WATER MAINS P!.. � 2. VENT PIPING TO BE GALV. Di:11:1 PACIFIC COMMUNITY DESIGN 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 , [F] 503-941 -9485 5. CONTACT CITY WATER DEPARTMENT FOR ACCEPTABLE DEVICES. a) r 6. PROVIDED & INSTALLED BY CONTRACTOR. PROJECT NO.: 144-001 5 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE 0) CITY OF TIGARD ( APPROVED BY: NO SCALE OREGON THEODORE S. KYLE, P.E. rill ENGINEERING DIVISION 1 " COMBINATION DWG. NO. • �. PUBLIC WORKS DEPARTMENT CITY N EER _ 13125 S.W.HALL BLVD. 590 9 O % - - TIGARD,OREGON 97223 JANUARY 2011 AIR & VACUUM VALVE - - VOICE:(503)639-4171 0) FAX: (503)684-7297 APPROVAL DATE 4 V O Q D5 . 02 02Z x \ ,• 1W . 111 (- • A . _ _ _ /7if `. 11/ . 11i ,ill ° ce,. x • • 11 I it 1 x • 1 _ _ I R-1 Riverside Homes . .. \ JI II J o o — - - _ - to L* 1ST SUBMITTAL: 9/13/2021 . , i___ _ roll • • .411111...: — I , 56 79 2ND SUBMITTAL: 1 /27/2022 :.• .1-_,_ _in . 1.74,, :-___=-_I 55 w x 6 ' �47 " 16 27 28 41 oP> ', 42 /�� 3RD SUBMITTAL. 3/24/2022 5 1511 >"> e> •o I 4TH SUBMITTAL: 5/5/2022 Y o o / B w 78 Q „ ' • �o ° I o 5TH SUBMITTAL: 6/14/2022 x1 26 7,1 °° 43 54U7 14 17 29 40 ,,,L, iii t7.>e 58 77 w REVISIONS 4 Co w w LD i X • O x 25 Z w 11 w ; NO. DATE DESCRIPTION L-1 8 �,, 30 39 z 44 53 a 59 76 O 11 Z 13 18 a zvv o • z o IN 75 I ., a / z 60 ' 9 24 a od 6e N 45 52 ; . 1 23 �' 12111 �, 31 38 W [ii„;:,::, 193 o;1 r 74 v. NW ' 10 OV0 23 37 0 w li -•vv, °°A 46 5111 . 62 73 v SIN ► 9 I :o °° ?4444444444taQ �Il � %� 11 il "° 72 •- ! ,444444444 11pc° v_ o0 22 , , , „ ,,,, �1 33 36 >� 47 50 63 I �. �� h \ ° o° B ` �` i TRACT A r , '.1 ii SW NORWAY LANE B p e . 34 .°°°°°°00000000000 x t r - 48 49 Ilk 4y I , I oT NitiMm""1/MiMIMEIRW/Mikft • .� 70 71 As_BuILT • 64 65 66 67 68 69 ^ 1 V. --- „- I DATE 5/10/2023 11 P Al.._�4 SW GRAND STREET II TRACT H �`� , I I Apppp� CRAIG LARSON ti� 4 ik Ilk i• ii I • 1- ascr...cr, _, AK Fi. 0:- - - .' - - ....... At AK * - AKA* — ..• inn liM11../1 4„ $ E.' , .. .:::::=C*Jir... ir 11111111li 1 ° Ak 9!MllC ___ _ k ♦OW° ©.Ak7 � rr �.�.w _v TRACT E TRACT D �.�!!Q�'�CO�o f !C�l��..v�..•.� _ r� _o ,�� TRACT G TiliN, �,� A rr��aL-TRACT F �s ' _ W .->''' '.� ��ae�� 6 �� RIVERSIDE \ r`f+�' �iC,�r�==off w f i� - .. —�C x X u y )( Y- � AT SCHOLLS if II B B N B x �� v MEADOW / \ TYPE R1-1 STOP 30” X 30" SW 175th Ave SW 174th Loop SW Sabrina Ave \ / PUBLIC PUBLIC PUBLIC STRIPING NOTES: STREET SIGN NOTES: HI INTENSITY it 2 SIDED © 2 SIDED © 2 SIDED 4 SEE SHEET SS2 FOR STREET SIGNING DETAILS PREF SIGN SIGN SIGN SIGN �'(+ 4111 SEE SHEET SS3 FOR DETAILS -26) AND NOTES. _, p I NF -'04.51 963PE �� 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. � w o OREGON O PUBLIC PUBLIC PUBLIC PRIVATE O INSTALL 9' WIDE TYPE III STREET BARRICADE PER �%h 13, � 2 SIDED SIGN 0 2 SIDED SIGN C 6 > 2 SIDED SIGN 0 2 SIDED SIGN C $ > DWG N0. 6010 ON SHEET SS2. G � LP EXPIRES: 12-31-24 , NO SPEED PERMANENT SIGNING LEGEND SW Tree Farm Terr PARKINGT SPEED © INSTALL NEW SIGN PRIVATE ANY25 20 © INSTALL NEW SIGN (N) ON NEW (M) SUPPORT 2 SIDED 9 TIME Mr o SIGN E N = SIGN NUMBER SIGNAGE AND TYPE R7-1 TYPE R2-1 TYPE W13-1P M = MATERIALS, OPTIONS ARE: STRIPING PLAN 12" X 18" 24" X 30" 24" X 30" S = STEEL"TELESPAR" K10> \ 1A> K11B> "' SIGN SIGN SIGN o STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE N SUFFIXES: 3" UPPERCASE w NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. Lu x v, 3 0 d z E E vi 0 Q F!......,...,ii, w Q PACIFIC COMMUNITY DESIGN z V) 12564 SW Main Street Tigard, OR 97223 [T] 503-941 -9484 N [F] 503-941 -9485 PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION On c REVIEWED BY: PRE 2 G0 0 SCALE v 50 0 25 50 S Io a 1 INCH = 50 FEET 2 38.5 in 36 in I 33 in Riverside Homes W(Dimension Shown In Plan) R.:Wer ® ® ® Ckl ® T (c) (R:93en, iennace R . om. W/2, 16' -0" (Max.) W/2, 16'-0" (Max.) 18" C i"� HERETO HERETO J ANYTIME ANYTIME ANYTIME CORNER CORNER HAWK RIDGESW / /45° RD Danube Di 4 � _. �► 1ST SUBMITTAL: 9/13/2021 \\\\\\�/////I ) a 2ND SUBMITTAL: 1 /27/2022 6" TOW AWAY l TOW AWAY ( TOW AWAY TOW AWAY 1 ` TOW AWAY, `'1 BLVD \""`_""" I ZONE J ZONE l ZONE 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 i i 6" "Unistrut Telespar"Or 12 Guage No Parking Signs:use County standard 12"x 18"with 12"x 6"TOW AWAY �r' 42" 5TH SUBMITTAL: 6/14/2022 Perforated Posts Or Approved Equivalent , p� - �i Shall Be Used. ZONE rider. When arrows are used, signs at both ends of the zone shall have / / Post lti \� single arrows pointing in the appropriate direction with double arrows in REVISIONS �� `.-a�:iii�'T • Sleeve y :�\'', ' ��,•• Anchor m - > between. S W 4A O p \\i . ; S ■■ Hudson Ave NO. DATE DESCRIPTION 14'-0" 14' -0" "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 (..Ven, 1e1LR.aCe, 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 Bolts W/Nuts SPEEDSPEED SPEED And Washers '" FIEMI 8" LIMIT OM4-1 END OF- 1�12" NOTES: 30^ 35 36° 35 30" ROAD MARKER PER 35 STREET SIGNS TO BE WHITE WITH MUTCD DETAIL 11-4 ip� 8" g 1. Rails To Have Alternating Red And White BLACK LETTERING AS SHOWN 2"X 8" 0�12" Stripes. All Stripes Shall Be Reflectorized. , • Q Rails 111=11 C 8" If Wood,The Rails Shall Be Pressure 00000 O O En' 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 0O z" x z" 30"x 36"on collector and arterial roads Devices For Streets And Highways And SPECIFIED BY POLE MANUFACTURER. pp The Oregon Supplement. pl SIGN POST PER TIGARD & AS—BUILT R 3. See Drawing 6050 Or 6510 For Typical The word"LIMIT"shall only be used on speed signs within city DWG NO. 192 & 9 Post Installation Details. limits and for all school speed zones. WASHINGTON COUNTY Fn DWG NO. 6510 DATE 5/10/2023 4. 1" Pan Head Sheet Metal Screws Shall Be Used If Sheet Panels Are To Be Fastened See MUTCD R2-1 and OR2-1 for sign details. I APPROVED CRAIG LARSON END VIEW To The Face Of The Cross-Boards. 5. All Materials And Workmanship Shall Be In Accordance With The Current State Of Oregon Standard Specifications For Construction. COSTREET SIGN DETAIL N.T.S. - RIVERSIDE Ilk� �,� °o WASHINGTON COUNTY STREET BARRICADE ��< DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS �1"°' °�l WASHINGTON COUNTY 0M4 MARKER �'� TRANSPORTATION 3�< DEPARTMENT OF LAND USE & NO PARKING AND SPEED SIGNS * DEVELOPER TO PROVIDE THE CITY WITH A DOZEN AT SC H O LLS oaecoN ENGINEERING SECTION END OF ROAD �'.. TRANSPORTATION POLES AND BRACKETS PER STREET SIGN DETAIL, ®END OF STREET MARKER oercoN ENGINEERING SECTION PLOT STAMP:08/28/19 2:47P ANTHONYD EFFECTIVE DATE: WASH. CO # FOR MAINTENANCE PURPOSESN.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� PR( F , 16. 16' 8" ypInitial Upper Case Lower Case Prefix/Suffix J 1111 r: 4' MIN. } Overhead All Types All Speed Limits 24 Inches 12 lnches** 9 Inches*" 6 Inches ��G I NF4.- �� 20,-1— ■ 'i '!►' '•' r r�►s Ar s i■ 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent <�-' 963PE TYP. l• ■• m. •� Ay Ar A j AV A A T Signing Legend. Post Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches 4 Inches C U 5' MIN, ■■ Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches 3 Inches O OREGON , GROUND "4 - IMi A . 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or °h 13 0° `' ` ti approved equivalent shall be used. Sign combination and minimum sign mountingheight shall determinepost Post Mounted 2-Lane All Speed Limits 12 Inches* 6 Inches* 4.S Inches* 3 Inches n 13 s 6 t pp 4 9 9 9 — -irq/G L. k-1''' ':2" length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail'. No other type of post *On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank 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 SUPPORT DETAIL /1 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: 2" Ta l o r . 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 3'1 8" B)Minimum sheetingtype shall be ASTM III Prismatic yat(503)846-8723 before ordering and installing street name signs. yp } z t 25' B)Street name signs for cross streets shall be designed to the standard for the road approaching ir C)Fluorescent yellow-green shall be used for school related signs } th T the cross street. SW 90Ave 8" C)Use flat blade aluminum blanks. 0 T D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top SIGNAGE A N D 1, MATERIALS: EI I of post with special brackets,unless they meet the following conditions: a + 3" 1 4• - Any street name sign 48"or greater in length or 12"or greater in height will need to be O 2" X 2'" K 63", 12 GA. GALV. PERFORATED STEEL 6' SW Taylor st 4.1 12• single-sided and riveted to the post. Double-sided signs with brackets are not STRIPING POST } 3.. 14• i allowed for larger sign sizes. N _ / \ PERMANENT SIGNING LEGEND f 1 f -� E)Overhead street name signs shall be one(1)sided,without borders and be installed with MM , _ 5/16"Galy.Or SW 90th Ave3" 12' Pelco brackets or equivalent banding type adjustable brackets. o 1 � X 2 1 f 2" X 18 12 GA. GALV. PERFORATED (RXN) Remove Existing Sign(N) Face SignF) signs. D ETA I LS 3' r s I�� Aluminum Alloy Washer -r Prefixes shall be used for all street name STEEL STIFFNERPOST. RXN Prefixes:all upper case letters C5 GROUND 0M Remove Existing Sign(N)And(M)Sign Support -��_ I 1 Suffixes:upper and lower case letters „ M „ 11 t 5" 1 6' -F Superscript for numerical street names:all lower case letters. 2 1 /4" 2 1/4't 36 12 GA. GALV. PERFORATED 3/8"x7/16"Drive Rivet 8" e° cN V. 0 Install New Sign(N) SW Taylor st 1 le' G)All street name sign text,exluding superscript,shall be center justified type C font. STEEL ANCHOR. ■� s" t6' O } H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: LLE '� Install New Sign(N)On New(M)Sign Support Ll.J f _Tr T Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way N •/ 8 H 3 1/2", GALVANIZED HEX HEAD BOLT WITH 101 SW 90th Ave f° Q LOCK WASHER, OR 5/16- CORNER BOLT- RSN Remove And Save Existing Sign(N) -r Typical Street Name 0) \ ) Anchor Sleeve 2Y/x2'/z",18"deep Sign Installation For Sign Tree c7� 0 Remove And Save ExistingSign(N)And Arterial Intersections. Anchor 2/<X 2'/<",36"deep c O 7 1 5 GALVANIZED CARRIAGE WITH FLAT AND Remove(M)SignSupport ICI , Typical Street Name Sign %4 J A i z LOCK WASHER, 2 BOLTS PER RAIL PER POST. ',y; ■S� Sign Post2"X2", 12"deep Installation For RSM Remove And Save Existing Sign(N)And Err. �'I Local&Collectors 4 2" X $" CROSSE AILS WITH I:FLECTORI ED RSG AIVI (M)sign support >tIIIIIntersections. MajorSteet N0Maintain And Protect And Su ort ■■■ �I vdl' WHITE CROSS RAILS.z ® Existing Sign(N) PP / r \ /1E Frimil) w 0 lin-i) Reinstall Existing Sign(N) ..„, dAa Of 614r I r g Bao 0f Si9 Sign Tree CD T �II E 2a„ Of rto Q 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES II n es- 1,�Ii PACIFIC COMMUNITY DESIGN CROSS INTERSECTION 0 0 FOR STREETS AND HIGHWAYS AND THE OREGON Reinstall Existing Sign(N)On New(M)Sign Support 2"to 4" ; III 3/8"X 7/16" ii r M Min•toe SUPPLEMENT !0, r„ Drive Rivet n 0.. / i�6� / 12564 SW Main Street Reinstall Existing Sign(N)And(M)Sign Support T </x/ /\� o R. /: Tigard, OR 97223 ■ 31=-1 BARRICADES �/�/� /�/ Post O 3C_8 BARRICADE DESIGN AIL Install New Sign(N)And Reinstall(M)Sign Support ! e/ • Sleeve ,, 4 6C-0 BARRICADE APPLICATION a& Remove Existing Sign(N)And 2 iilr�7;0\j� Anchor ,'fit'. 3, 1 St n Tree [T] 503=941 -9484 POST SUPPORT DETAIL NET Save Existing(M)Sign Support >:/ �\i� / _'� . g [F] 503 941 -9485 0 3, ALL MATERIALS AND WORKMANSHIP SHALL BE IN N=Sign Number . �� ' A��z� TEE INTERSECTON TYPICAL SIGN INSTALLATION ,<,(/) ACCORDANCE WITH THE CURRENT STATE OF OREGON m=Material NTS ' _ ♦ meg' = STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION Materials:S=Perforated Square Breakaway Steel 36"Miro -sd fi TYPICAL SIGN LOCATIONS PROJECT NO.: 144-001 SP=Signal Pole Stainless Steel Clamp s� ace 4. BARRICADE FOR SIDEWALK ES SIMELAR_ SL=Stainless Steel Clamp on Street Light ace Of Orr F NTS TYPE: CONSTRUCTION O F REVIEWED BY: PRE 0) �`H°tON COG WASHINGTON COUNTY �s°N STREET NAME SIGNS �rrleo>,m stF �� co 4-`1A TRANSPORTATION r c WASHINGTON COUNTY 3 DEPARTMENT OF LAND USE & I'1'4 i:'..IIRl) NO SCALE /��-, DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND 0 irtl[i r MICHAEL A. STONE. P.E. STREET ee rn MI �'� TRANSPORTATION °eoff ENGINEERING SECTION o L]6GJitiCORING dM31QNPLSIJCWUB�",4'1IPARTMLNT. � MOWERTY N okm& ENGINEERING SECTION PLOT STAMP: 07/05/17 12:09P KELLYE EFFECTIVE DATE: WASH. CO. # 3 1.FI29 e,DC,1}ALL EIE.VD. BARRICADE 1 I'1 7/01/17 tO[:,CRD.yi r,y.N 23 JANUARY 2013 f1. PLOT STAMP: 07/24/18 11:12A ANTHONYD EFFECTIVE DATE: WASH. CO. # CAD: 6511.DWG 6511 v '�EC:ltiI D void'{ }63A-400: CAD: 6510.DWG 8/01/2018 6510 552 FAY' of 3S 684-72Y ✓'PI'p PI L MOE O a Z R Riverside Homes 1ST SUBMITTAL: 9/13/2021 2ND SUBMITTAL: 1 /27/2022 3RD SUBMITTAL: 3/24/2022 OED II II NOTES: 4TH SUBMITTAL: 5/5/2022 12'- 12' 12= f-� -1.• 1 12' CENTER IN © 1 12" O 20' 1 5' 5TH SUBMITTAL: 6/14/2022 Z Z' CENTER IN TURN LANE _ * H 2"--121--- -q* 'HH 2'H �{ 6.5 1. LOCATE STOP BARS 10'BACK OF THE EXTENDED EDGE LINE, REVISIONS TURN LANE r ' ' 6' MIN./ 10' MAX. r 12" * cIN EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. VARIES 15BEGINNING - IIZIP< 4062. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR NO. DATE DESCRIPTION OF FULL WIDTH f �� 5' BACK OF EXTENDED EDGE LINE, EDGE OF PAVEMENT OR BEGINNING OF FULL LANE WIDTH VARIES-.--I 15' H-OF TURN LANE CURB FACE. \16 (TYP.) RIGHT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE LEFT TURN LANE MARKINGS-ELONGATED ARROWS SHALL BE 120 mil CROSSWALK-CROSSWALK SHALL BE 120 mil WHITE3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED [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 O O 20 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 20' A 10 CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 12"MIN } TURN LANE O O 4„ - SPECIFICATIONS ARE AVAILABLE FROM: OPTIONAL <7/ �— 5'MIN CO m m - 4" 6"- BEGINNING O m `�" ENGINEER OF MATERIALS AND RESEARCH 1 VARIES 15' F-.UOFFULLWIDTH 45° 4 + �,'r RAISED MEDIAN A HWY. MATERIALS LABORATORY T OF TURN LANE PAVMT. 800 AIRPORT ROAD S.E. i2'MIN MARKER 8" m '�„ SALEM, OR 97301 THRU AND TURN LANE MARKINGS- ELONGATED TURN AND THRUm m m 4"YELLOW (503)986-3096 ARROWS SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT 40' D STRIPE 8" BI-DIRECTIONAL TYPE I A _ A 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR STOP BAR-SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL, SEE ODOT DETAIL. USE ADDITIONAL ARROW YELLOW MARKERS (TYP.) PLACEMENT OF"RAILROAD CROSSING" MARKINGS PRIOR TO 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 -- THRU TRAFFIC SIDE � CI O Off( 20' 20' CD 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL'SCHOOL'& r VARIES (4"TO 28") 40' 40' 'X-ING',AS NEEDED, IN 120 mil WHITE THERMOPLASTIC x- 20' + 2"SPACE m m -0-1101--m- p 15' PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS& CO THRU TRAFFIC SIDE 4,. LU 8" 4_ STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH e - 8„ / i - m — m — m f- 2"SPACE CO m 4 m Q `\� ` 11 *-� ARE USED, SPACING IS 32 FEET. E 13 { t > 3� 1 12 MAX. 8.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN RIVERSIDE 20' I 20'�� 4" m m-T $ m m m ,9 THRU TRAFFIC SIDE �4„ 4"SPACE THE URBAN GROWTH BOUNDARY. AT SC H O LLS 4„A 2 SPACE TTHRU TRAFFIC SIDE - 9. FOR DIAGONAL MARKERS, USE"PREMARK IN-LANE RUMBLE 0 51 L3 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 o 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 0 MONO-DIRECTIONAL TYPE I MARKERS. 250 mil BARSA 1 LESS THAN 16"THEN INSTALL ONLY ONE LINE OF MARKERS. BLACK BASE. CENTER BETWEEN LANE LINES. A - A LEFT TURN ARROWS. X SUBSCRIPT FOR PAVEMENT MARKING. w co DENOTES COLOR. (Y)YELLOW OR J O O C) x (W)WHITE. 2"SPACE 1 Z 40' 40' 4"SPACE * LANE MARKING DIMENSION LOCATION 10' 40' I 40'� _E 4" I 11 40' I 40' I VARIES * T 7 f AT OF STRIPING UNLESS NOTED �* * * EDGE OF PAVEMENT I - m m 1 m + OTHERWISE. F- O CO m m - e - i 1 t4„ THRU TRAFFIC SIDER� T4" THRU TRAFFIC SIDE 4„1 �4"SPACE (nN � �0,I NFA. "�SPACE � 4" � � 84963PE ' � 15' SPACING TYP. CD � 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,, OREGON BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. BI-DIRECTIONAL TYPE I MARKERS. C,j oh 13, ti Lij 4/0 L. LPA ® ® ® CD O p EXPIRES: 12-31-24 TRAFFIC FLOW �r W O VARIES 6' 6'�� 6' > 10' 30' -1 10' 3_ 4„ O • 4'-8"MIN I I I I I 8" 6' �� * w T I r.._ �1- • �I I�6'�I I�6'-•I * 2' 2' -� O -0-1 I-0- -0-1 1-0-2' 25" + iliNellroc 40" LU 15'--�E $, 8" O STRIPING a TRAFFIC FLOW v BIKE LANE LINE-8"WHITE LINE. DOTTED LINE EXTENSIONS THRU INTERSECTION-WHITE OR 06 DETAILS v BIKE LANE DOTTED LINE-8"WHITE LINE. BICYCLE LANE MARKING-SHALL BE 90 mil WHITE PREFORMED YELLOW LINE. WIDTH AND COLOR SAME AS LINE BEING EXTENDED. W o LANE LINE-4"WHITE LINE WITH 4"WHITE MONO-DIRECTIONAL HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. 1- co c•, SHALL BE 120 mil THERMOPLASTIC PAVEMENT MARKING Z D CI o TYPE ! MARKERS. > MATERIALS. O 0 Z 0 zo -3 FT. MIN.TO 5 FT. MAX. O 0 < I- c, O (ADJUST SPACING TO O X 2 fZ U v) VARIES MISS WHEEL TRACKS) VARIES TRAFFIC SIDE m X 4 4,,r-MIN Z Q W < cl- --- H �24 IN 1 -fHRv m ii.<- 12" I- I- < z N N m 36°� 36° O W CC 3 '��i�i�i�i liii. 6 FT MIN. m m mL 20' A ¶PAVMT. z O W rn ►��♦ MARKER �� cO �i�i�i�i� =z �i�i�i�i� 4" �y� 4"YELLOW (noo �� 8 IN WHITE LINE VARIES CD In STRIPE Q ll Q C� m m A m A - A � o � w o „ Q BI-DIRECTIONAL TYPE I FLei 10 FT. (6 FT MIN.) CHEVRON BARS-SHALL BE 120 MIL EXTRUDED WHITE YELLOW MARKERS (TYP.) W o zSTAGGERED CONTNENTAL CROSSWALK-SHALL BE 120 mil WHITE THERMOPLASTIC MATERIAL. PLACE MONO-DIRECTIONAL WHITE TRAFFIC SEPARATOR STRIPE-4"YELLOW OR WHITE STRIPE WITH lyN'(Y Q o PACIFIC COMMUNITY DESIGN O HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. BUTTONS AT THE ENDS OF EACH LEG OF CHEVRON. BI-DIRECTIONAL TYPE I MARKERS. 20I-z7cW 12564 SW Main Street ° O Q Tigard, OR 97223 0 43,1 a- 0 [T] 503-941 -9484 , [F] 503-941 -9485 0 r U) . PROJECT NO.: 144-001 Q TYPE: CONSTRUCTION 2 REVIEWED BY: PRE 0) C 3 2 0 0. 0 O 0 4 v :7 SS30 a z LEGEND P O L E _ __e._�. R tri Homes LP Install luminaire pole number (,k=number) per Washington County K Standards. JUNCTION BOXES , _ ___ __ `._-._ _._... ., [)ATE: 6/2.0/2022 -IL Install PGE specification junction box POLE AND LUMINAIRE SCHEDULE REVISIONS PG1 POLE LUMINAIRE NO. DATE DESCRIPTION C o N D u r T Length �_.�..._µw. Pole No. RoadwayStation Offset Pole Type and Haunting Arm Type Watts Style Specification LLF I Style Height 1 N==S PVC number 40 conduit size inch _ _ _ _-.....,..W.dw.,w.-- g -, .m---.,. d 114 G - 2er oft e XHHW conductors -___ .. -FDCa-PCE 0.85 type LP1 SW 174TH PLACE 12+16.04 16.26' L Fiberglass 25 Ft 6 F LED 29 Cobra Head GOA-2011-MV-WW-2R-GY-450-PCR7-RWG-WL X=conductor size LP2 SW A STREET 13+32.6 19.17' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-440-PCR7-RWG-WL-FDG-PGE 0.85 LP3 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-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 LP5 T SW SABRINA P 11+7.79 20.59' L Fiberglass 25 Ft 6 Ft,... ., LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 AVENUE LP6 SW SABRINA 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 LP7 SW SABRINA 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 LP$ 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- WL-WL-FDG-PGE 0,85 25 Fl 6 Ft LED 29 Cobra G E O P T I O N E3 N O 1 EFiberglass ..- ...,_ .,m�... ..._,.w... ._- LP9 SW A STREET 1?+31 82 17.3 L obra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 LPIO SW A STREET 17+98.92 17. i R Fiberglass 25 Ft ..,.�_.._. .... . 2R-GY-450-PCR7- W 1. Light pole shall be 30-foot direct buried, 25-foot mounting height two-piece gray, fiberglass light Ft LED 29 Cobra Head GCJ1-2011-MV-WW' RWG- L-FDG-PGE 0.85 pole. PGE approved light poles are: LP 11 SW 172ND 9+79.45 16.8' R Fiberglass -^tl25 Ft 6 Ft LED 29 Cobra Head . GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.86 Shakespeare BHT3099S2BL9901 AVENUE _ AVENUE y CMT MDS30F00-52-HS-PC-NP-1B -? LP 12 sW 172ND 1111+64.71W 17.13' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-2011-MV-W -2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 RIVERSIDG -- PGE approved stubs are: SW 172ND � - .__._.._...� ......-..... , AT SCHOLLS LP 13 12+30,89 16.47' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 Shakespeare BHS3009N3BL9901 _ AVENUE . _. h CMT 25-STUB-UP LP 14 SW A STREET 18+88,17 15.58' L Fiberglass 25 Ft WW M _4-6 Ft LED 29 Cobra Head GCJ1-20H-MV- -2R-GY-460-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 P01 approved junction boxes ore: Nte A429348A01 �'s 1"CA 7324 87 Ot7C)4.3 auazivazite LP 16 SW A STREET 20+31.97 18.46' L Fiberglass 25 Ft 6 Ft. LED mm„ 29 `Cobra Head GCJ'1-20H-MV-WIN-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 ' Armorcast A6001916TA1S-FGE m ._,..,°.. SW 141STAVENUE _,-;..�. _,. .M .- �i. _ _ g 25 Ft 6 Ft LED w� 29 Cobra Head ' ^GCJ1-2011-MV-WW- _ _,.,,. Hi hline OHA 132413HE1 LP 17 10+74.48 17,5 R Fiberglass 2R-GY-450-1/11W -2R -WL-FDG-PGE 0.85 Oldcastle 13241617 PROF 141ST .�...-.,._. �_.._._...,,_..__ A _�._.____�. ...,,.�.- . ,A,,4,'3 �`,��, LP 18 SW 141 F 12+19.82 17.43' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7'-RWG-WL-FDG-PGE 0.85 ��5N "Electric" or "Power" shall be in the lid marking area. _-_ - 4_e)\ 54853 e 3. Luminaries shall be approved 29' Watt LED, 240V, most-arm mounted, cobrahead flat lens fixture with LP 19 SW A STREET 10+53.65 18.1' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-2011-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 t ,�,( a normal power factor reactor ballast, with twistlock P.E. receptacle- . JGU�'� LP 20 SW 175TH 4+29.6 15.8' L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-20H-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 �� POE approved cobrahead luminaires are: AVENUE _ /06, U�y 2pa s y 29W r entek C;C II 2(711 MV WW 2R GY 450-PCR7-RWG-WL-PDG'-PGE LP 21,.. ..w SW A STREETI' �11 11+75.1 18.04' R Fiberglass 25 Ft 6 Ft LED 29 Cobra Head��'GCJ1-2011-MV-WW-2R-GY-450-PCR7-RWG-WL-FDG-PGE 0.85 w ��0 E. �� 4. The wiring from the splice box to the luminaire shall be. PGE approved #10 AWG, 600-volt, -.-,, _.,___..� I EXPIRES T2 let °3-conductor, class b standing type TC with 45-rni! sunlight resistant PVC jacket, suitable for direct LP 22 SW A STREET 11+97.3 15.87 L Fiberglass 25 Ft 6 Ft LED 29 Cobra Head GCJ1-2411-MV-WW-2R-GY-150-PCR7-RWG-1/1/L-FDG-PGE 0.85 u buried applications, Rated 90°C and 75°C wet. g, For 240-volt applications, the POE wiring configuration is: . Black and red (hot) STREET LIGHTING Green (ground) M 5. POE approved concrete bases are: LEGEND a Utility vault 5CL-LB---PGE 6. Mast arm for fiberglass poles shall be 6-foot, steel most arms. PGC approved mast arms ore: r Utility Metals P L? STATISTICS DESIGN VALUES TARGET VALUES „ ,� Salm WP-125-6-S DES•CRIPTION CLASSIFICATION AVG AVG/MIN MAX/MIN AVG AVG/MIN MAX/MIN , . 100) , . = Maclean Power Systems S--125--6G SW 175th Avenue .............._.e. ..�..�,, Local 0.53 2.85 6 0.3-0.6 6 10 `d 7. Under this option, the developer will install the street lighting, the City will own the poles and fixtures, 10 0.3.0.6 6 10 Local POE will maintain the fight SW Sabrina Avenue Coal 0.52 2.6 M_, Y1W µ 1 Loop0,39 3 and lector, 5.5 0.4-0,8 3-4 5-8 �.. S. The contractor1 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 F= the local electrical drs ,ribution system. W 171st Avenue Local 0.43 4 10 0.3-0,.6 6 10lancaster _. m. 9. All electrical components must be UL approved and testing lab approved from labs accepted by the' _._--.,w_- .W ..,. _ � ----- SW A Street Local V^w .. 0.74 7.4 13 0.3-0.6 6 10 State of Oregon. Y 0 321 SW 4th Avenue 6 Portland, OR 97204 (503)-248-0313 - _c NONIIIIIIIIIIIMOWNININ o 4., PROJECT NO.: 144-001 a TYPE: CONSTRUCTION iREVIEWED BY: TEM _ Q y Q z 0 U si_ i_ 1 ,i,U . . ..._.._...____._...____ /rail, 1 ,,•.,,,--7..... 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SEE SHEET L1.02 FOR STREET TREE 1000 ` I I . 111.I ISI 6 15 i 7(103-')-- �� 16 2,610 SF 1 I RAYWOOD ASH LEGEND $ NOTES. X 5 I III 1k J 2,653 SF 3 202 SF A" 3,150 SF I I 3,536 SF :�I P� „ 1 I 3 _ 2. SEE SHEET L1.03 FOR TREE CANOPY 3 ►: SOIL VOLUMES NOTES, DETAILS AND r RiversideHomes , , 1 '� !� 26 1 I �i �. EXAMPLES. 7 I 1 7u 3 I► DOVE TREE x 4 71! I •" !'8 I3,019 SF 14I 1 317 2 970 SF 2,970 SF 1 1051I �- 3. PLANTERS UNDER STREET TREES UNLESS3,349 SF I ° I J 3,019 SF 1037 'rt;IWIL I I I OTHERWISE NOTED ARE TO BE SEEDED I �- 1 ` , 1034 w .,x 1001 ° 0;1 = Ia 1052 G- AMERICAN HOPHORNBEAM WITH GRASS SEED SUPREME MIX (LAWN). I *::) ° 25 16 jSEE PLANT LEGEND AND GENERAL 8 1 ° 1038 < PLANTING SHEETS FOR ADDITIONAL x , 2,970 SF ,., INFORMATION. 272= 7 11 3,019 SF 13 I �, J 1033 1 s I I 3,019 SF I � 3,240 SF I 3 1002° 11) 3 �' I = 3 z ,` PAPERBARK MAPLE 4. A PERMANENT UNDERGROUND 11 111 1 DATE: 6/2/2023 6'FROM BACK it ' C I 6' WALK,TYP fI ■�■■I I m'im' �' • IRRIGATION SYSTEM WILL BE PROVIDED O9 6'FROM BACK ti I 24 Mr OF WALK,TYP - I m 3 FOR ALL STREET TREE LAWN AREAS. REVISIONS I 1 2 3 / w 3 Ft 1046 2,470 SF 12 i 19 2,970 SF ( -- 1053 <I3,099 SF 2,484 SF 3,793 SF1003° ) > ° / 3,019 SF 2,970 SF \'; II AMERICAN LINDEN L.1, 06, i� < \61i . 1039 ° /'_ 5. SEE CIVIL PLANS FOR IRRIGATION NO. DATE DESCRIPTION Y -I III I IN 1054 �,/moi 1032 WATER METER LOCATIONS. & 3 j ,� B 10 3'= 14 0�l , C 650'= 16 STAND A 1 23 11 1 H o �� " O 2,970 SF f I EASTERN REDBUD 6. ALL STREET TREES ARE TO BE INSTALLED tpie. ^ \ NII - 4,144 SF 11 11 20 AREA: 2,811 SF , WITH A GEO TEXTILE ROOT CONTROL AS-BUILT/ / . // � �10061%i� , 1004 3 - 3,709 SF „"° ' _, I 3,240 sF CANOPY: 3,514 SF _ IP SYSTEM PER CITY OF TIGARD DETAILS 4 - _ 6 FROM BACK '� SHEET L1.02 Et DETAILS 1 �t 2 SHEET ■■1►�iI■1►04■■vi 1T (n I�` K411W..40"V ,��`�� OF TYP LAWN- SEED WITH GRASS SEED L1.03. 1 ►1045 PGFDATE .10 ��. `. ' `.�. j � 422WALK, .;', SUPREME MIX SEE PLANT LEGEND FOR 1044 T� 2,970 SF APPROVED '� • I ,- 1043 1042 1041 c 1040 ISI � I� 055 TYPE AND QUANTITY- SHEET L1.02 7. ALL STREET TREES PLANTED IN COUNTY 3 •* � TRACT A ,,/ 1 _ A. I - :„i7 , . T1 `�*, 4, �^ -,� PUBLIC RIGHT OF WAY SHALL BE (AL -M ��W A AW‘_AW/N, ,,, � 2,778 SF �'-- W - SW GRAND STREET w W INSTALLED PER WASHINGTON COUNTY W � .1030 �, I■■. ►.1007 1008 1009 1010 1011 1012 1013- �� 02ii _O _ 1,__:_ * _ ►1014 A - W , , 1029 •$ / ", STANDARDS SEE DETAIL 2 SHEET L1.02. �. .�. �.. .�. . "��. •A" - 1015 I s �, ► 21 / 4 _r ,1016 . 1017 1018 1019 El 1020 w 1021.E _ __ _ .,� !� 4,269 SF ' SEE CIVIL PLANS FOR TREE w ►i . ,'� PRESERVATION St REMOVAL PLAN. / ��. _ ,A� 22 i r ® ® ® ® .�-- - - 1023 log r,�� 0 �� ` � 1027 - � N ® �',' .��i� �► 1026 *Illw _��_� o 1 WATER QUALITY POND STAND H 1 *III&� �� 41 1025 ��1146,..L- 120, SEE SHEET L2.04k....._ :4.4_ AREA: 6,944 SF � �4j,- 4.4e"1 �� -- . i ...., ��, lir-,_,..4.1146..1- H CANOPY: 8,680 SF �� w w 1 ° 0 TRACT H 74 ��j4 �'w'�1087 �ak �,�a.� ` w._ W 2 �.,l ® 0 46,477 SF ® � ® �•�''t► �/.� �` ��`1088�, 2 • *2\_ ® ® �� '' �� ,�� . 143 1144 `>y5 w �� ; 11M�� ` ice.. 'il �� - - - - - - _ _ _ r ��w- � 1(k#4\1:0,iTRACTGli•��:►! 624'= 16 �� w - - - �6,• VjI4 '4 6,079SF ��N �_._�N�� 1� z td_ L 11%A. �� RIVERSIDE o TREE#71690 STAND G-1 x AREA: 7,195 SF AT S C H O L LS o CANOPY: 9,248 SF I I MEADOW O TREE CANOPY SITE PLAN - AREA 1 , 1 - Io i I . s0Q _ _ iI © © > ■-Immo _ - - AI - _��-_-'t AGI S TE�� L.`� ° - - •103 3 = I _ - - O1107I- - - - - - i * �� r - 79 -1075W,•' PROPOSED TREE STANDS �- d I41 1074, 42 56 �I �� I513 28 ►1108 2,400 SF2,623 SF •11061 �, ", 3,150 SF 3,150 SF / I' 1 3,150 SF 3,150 SF �■�■ ■■I � I1 I I �,,� I TRACT A TRACT H - °' __ �a I I �1�,■ �1 ; 1Ø1109► 57 I -V 1 58 SF 1112•e1, I TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY �' Kristina M.Koltavary � Illi ■ I■■' 1,500 SF Q .+�,� AREA AREA % OREGON �. 29 40 3 I 43 54 11 I 77 1130 0 • ■- 1■ z. I 2 970 SF 2,970 SF ��i / I I Q , n 11/08/02 N 2,970 SF 2,970 SF 1072 ) '1110 58 � �� PROPOSED 2 811 SF 3 514 SF SF SF V �� II. '1060 I I 1 & 1106 1,500 SF II w I 1,766 SF AA) O cK �� X1. ; > > 6,9448,680I b. (�`S' > �'-1'T-` > -•� I I 76 1131 ;I► u) TRACT G TRACT F > I 1076, '_ Q -� 59 30 39 r.1071, w 44 53 I it.- 1,87559 I 2,307 SF �'� -��I_ I��I > ■i �� SF ' ��► w TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY2,970 SF 2,970 SF ■■ < 1■■I 2,970 SF 2,970 SF I■■ co_ 1111. I < I �`I O II-1 AREA AREA - 1 60 • i- z I 19i Z =I 6'FROMBACK ,�' �` ■ w I 75 1132 ` I PROPOSED 7,195 SF 8,994• SF 7,515 SF 9,394• SF w 2,320 SF ►�liik , TREE CANOPY Y I a ■■ N OF WALK,TYP = 1,875 SF <1 o n 31 38 � ti I ■I 45 52 1I I ��g' 11117411- , 2,970 SF 2,970 SF f I 2,970 SF 2,970 SF 1105 �� O TRACT E TRACT D 1 .1079 ,► 61 I I 74 1133 ,, �I SITE PLAN > J.__.- I I ►1113 1,500 SF I (n 1,794 SF I�t TOTAL AREA TREE CANOPY TOTAL AREA TREE CANOPY cn > 3 1077, •�!I� .n ••1069 1 141 �, I �A1� Cn o - 32 37 I ► 46 51 I „ to I 62 I I 73 1134 �I _ AREA • _ AREA 2,970 SF 2,970 SF „ ■ 2,970 SF 2,970 SF IEEE ►1114 I 1,500 SF I o I 1,801 SF it-TRACT C PROPOSED 7,398 SF 9,248 SF 6,793 SF 8,491 SF 3 1 i Mil ■ BM - /� OG 329'= 8 I 1 , :1 1A :1 / I 3 294 SF _ I o TRACT C 6'FROM BACK „vim, ^IME ►1115 I 63 ) ' l 72 4 ■■I 36 OF WALK,TYP 47 5p , 2,195 SF 2,662 SF :_ 1135 ;��, TOTAL AREA TREE CANOPY �. 33 �I . 2,970 SF ' L - /I• 4\ PGE 329- 8 `� M 4' 2,970 SF 2,970 SF I ,1 168 �r1078 2,970 SF 1104 .� © _ ��l `" AREA 3 I o3 -10561 ,�,4 I 1 STAND C-1 L w � ' '" 0 �II� E 69T= 17 WSW NORWAY LANE AREA: 4,826 SF k PROPOSED 3,294 SF 4,118 SF IFrili" J �I Oi 69T= 17 ■■I �I I O II ® •. - CANOPY: 6,033 SF No7,1 w W I 35 I 111 III 48 49 00 1103 - - �■■■tl.■ L _1:rLJJ34 1079 4,188 SF � = I Z I 4,188 SF 4,188 SF I y, jr 4,188 SF ► STREET TREE WITHOUT © _ - - - �' __ `'�� ° o �W 3 ROOT PATH �h.SS AMI AW& Ate& T , , �` W AIM AW&-. .-Ate& . r. T , ��-��-!-- - - AI Mk I, Ø1116 65 66 67 68 69 70 71 ` l l l l PACIFIC COMMUNITY DESIGN w 'I1/ 1062 - I & NCIE1097 1098 1099 - 1100 1101 ,.1102 64 SWJEAN LOUISE ROAD1066 1067 -w 1063 1064 _1065 _ I Z 3 - . . Z ,,.- . . . . .. 3 2,250 SF 1,500 SF 1,500 SF 1,875 SF 1,875 SF 1,500 SF 1,500 SF 2,785 SF '�,`1 `o �� 2 SW GRAND STREET oI �► 4 �� - �l� i��/ , M 12564 SW Main Street u .� .� .� w w ® �. W .� .� A W W \ I , iii iiia ir�ii iioi� iiiii � o Tigard, OR 97223 ?l, H. W �::,;4 A 4 A . A A.W .,:=. . �� - r: _ r 1085 ►109 ; o• 1093 1094 095 ►1117 :� i ��7 41 _M ��vi�� i�� ii •� iii � � _ [T] 503-941-9484 ��I�I �� 1081 10 2 1083 i� O --T � _��, __: _ 1141 ) - : 1138 1137 1136 /L ��--vet' c A�_ i Ail,zAii � feripP.tliv I ► ♦ ♦ I i ► N /I�O /�� /�// /�r�U �/�� ' - = - �� .r� �� viteir "ill �� 267- 7 � � ��MIPNI M14 �, �� //// //I/// 1%� PROJECT NO.: 144 001 Adzir �.f // �11//��N Til►�� _rte `► . .� TRACT DArt:1:441,‘ �d ^' •r„' .. . ._ - �_ 1'�, �� -�-- - TRACT E �-` =��• �, F �, �, �� -- `� Q t6,418 SFTYPE: AS BUILTS Iis$tlk ��/ 5,7SF 5,746SF�� _�_ ` �``�►�', ` �� p� ti�� gyp_ I �,, .► ��. �� TTTTTTT ////////// N REVIEWED BY: KMK IKEY MAP 0 o I STAND F-1 STAND E-1 i AREA: 7,515 SF AREA: 7,398 SF o STAND D 1 S_ .CALE o I CANOPY: 9,394 SF AREA: 6,793 SF4 L 4) 40 0 20 40 . . CANOPY: 9,248 SF CANOPY: 8,491 SF Q O TREE CANOPY SITE PLAN - AREA 2 1 INCH = 40 FEET . 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. 41/41&& RATE: 8 LBS/1000 SQUARE FEET. _� Y (�- 12 DOVE TREE / DAVIDIA INVOLUCRATA: 1.5" CAL., B&B R� Riverside Homes \_- 2. A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS I 11 AMERICAN HOPHORNBEAM / OSTRYA VIRGINIANA: 1.5" CAL., BEtB ��r 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. Entire Length And Depth / Be Min.36"Depth x 10'Length of Root Barrier i Placed Ve tically On Concrete Side Of �� 63 PAPERBARK MAPLE / ACER GRISEUM: 1.5" CAL., BEtB 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. I Tree And centered on Tree 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., B&B / �� 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 'n g` �. ) / Structural Components �' A E, 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 � REVISIONS When Excavating. 15 EASTERN REDBUD/ CERCIS CANADENSIS : 1.5" CAL., B&B 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 L� s�� . 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 ------/ GENERAL NOTES: LANDSCAPE PLAN v v 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 Installation 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. r�`SOV`oc 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 x DEPARTMENT OF LAND USE & INSTALLATION FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. �-"` TRANSPORTATION o,,,,, 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 STAMP: P:02/24/11 5.33P KELLYECAWG EFFECTIVE DATE: 3/18/2011 WASH.co. # 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 O 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. 0 * WASHINGTON COUNTY ROOT BARRIER RIVERSIDE O 697' / 40 = 17 TREES v SCALE: N.T S XXX'-X 10 XIPRESS WR N TTENTH THE OCONSENTOF OOF THE ODRDEXIISTINNG VEGETATION TO REMAIN SE TREES INICATED ON THE TREE REMOVAL LSHALL OBE PROTOEC R ED AS DI EC ED BY THE ODR.TREESSHALL NOT REMOVE ANY DURING CONSTRUCTION WITHOUT THE AT SC H O LLS O 697' / 40 = 17 TREES FO 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) © 329' / 40 = 8 TREES TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. - 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 lO 267' / 40 = 7 TREES 444* DIRECTIONSr1ST r14. 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. 111A IP. � FINISH GRADE �V R� O 267' / 40 = 7 TREES MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. KEEP MULCH CLEAR OF 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 16. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SET OUTSIDE ROOTBALL. SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT ROOTBALL ON = r Kristina M.Koltavary E-i STATEMENT: WINDWARD AXIS ID( 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. OREGON(REMOVE AFTER ONE WHICH EVER IS LOWEST.I, KRISTINA M. KOLTAVARY, ATTEST THAT THE TREE CANOPY SITE PLAN YEAR) J ' 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 _ life" - a , NOTE: �� URBAN FORESTRY MANUAL. SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. BACKFILL SOIL z = I I_ c. , I- a 1. TIE BRIGHTLY COLORED AE A� I- 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 o GUYS. (MIN. 1 PER GUY.) \ I ' 2. REGISTERED LANDSCAPE ARCHITECT#513 BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. III _ I-I I IIII 11 I IN LAWN AREAS CUT TREE - Jul CIRCLE AT 12' RADIUS FROM 3 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. =1 I 1 ' ' '- =I I I- TRUNK. 932 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. / DIAMETER OF O ROOTBALL + 12" 0 - NOT CLOSER THAN 20' __ MIN. 20' TREE CANOPY co MIN. 6' STREET RIGHT WAY CORNER DECIDUOUS TREE co ANY DIRECTION MIN. 4' PLANTING LEGEND CV SCALE: N.T.S 7 N STREET LIGHT CATCH DEEPROOT GREEN INFRASTRUCTURE, LLC Lri c) STANDARD BASIN 101 MONTGOMERY STREET, SUITE 2850, SAN MIN. 4' MIN. 4' DEEPROOT TREE ROOT BARRIER; FRANCISCO, CA 94104 NOTES DETAILS MIN 2 1/2' UB24-2; INSTALL 2" BELOW CURB INTEO@D: 415E 81 9700 STAKES0. STAKES _ _ FROM A HARD MIN GRADE (BOTH SIDES) TREE TIE w SURFACE - 2' 12 LINEAR FEET MIN. TREE TRUNK SIDEWALK MULCH - \ I / / / / / / / / / / -, / / / / / / / / / / I w 0 u ce 111 E wUJ �� o DRIVEWAY • o �• ~ \ / PLANTER _ "' a 6' AC)------ 1- = N • G o o WATER a' z o _ SIDE�/ALK CMETER ` SIDEWALK 3 \ Plei PACIFIC COMMUNITY DESIGN v NO TREES � < FIRE HYDRANT, \ L/ / / / / / / / / / / / / / / / / / / / / / I E UTILITY UTILITY POLDER - CURB 12564 SW Main Street Q GUTTER - Tigard, OR 97223 N -� w MIN. 5' FROM _ w / 6' / STREET z z [T] 503-941 -9484 z J FACE O BUILDING LATERAL OR ANY a cC �o o Oi ,,,2',-\ UNDERGROUND 001 Q � PORCH; w UTILITYrb___I X 12' / PROJECT NO.: 144-001 0 I L O TYPE: AS-BUILTS , lY I `� 0 N a I CL O) % I I HOUSE REVIEWED BY: KMK c 3 _ I I I 0 O TREE PLANTER AND BARRIER FOR o. CITY OF TIGARD STREET TREE SPACING TREES WITHIN RIGHT OF WAY 0 (:(11;) * - -SCALE: N.T.S 3 SCALE: N.T.S a L 1 . 0 2 z STANDARD COVERED SOIL VOLUME SPECIFICATIONS REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS' OPEN SOIL VOLUME=(PLANTER STRIP AREA+FRONT YARD AREA CONNECTED BY THE COVERED 1. PART 1. COVERED SOIL MATERIALS CONTINUOUS ROOT PATH)x SOIL DEPTH CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND PLANTER STRIP AREA=6 FEET X22 FEET=132 S.F. 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 1 I OPEN SOIL VOLUME=(132 S.F+4000 S.F.)x 3'=12,396 C.F. 2. LOAM/ORGANIC TOPSOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE ` LIMIT OF AVAILABLE SOIL(so'RADIUS) 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. --_ COVERED SOIL VOLUME=(61 x(3')x(31=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 -7 45% ': 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 ; . '• ••' j,- X747. MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. i, / CITY REQUIREMENTS. *,- -��/," 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 ' ::-/z„.%,, - :` , ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO / T1— 1 ;'�``''`' `k`' MATERIAL AMOUNT FOR 1 CY AMOUNT FOR 4.6 CY CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND / II rt_ -`:' .. , '"t REVISIONS OF COVERED SOIL OF COVERED SOIL PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO 1 #,_ t_ , ;._ INSTALLATION. -2t.•,-,! RL }4- _-,, -,,,I ,_-----,-"„T NO. DATE DESCRIPTION CRUSHED ROCK 23.2 CUBIC FEET 4 CUBIC YARDS / N �+ .:*ss BLENDED SOIL PLACEMENT AND COMPACTION: /NDScAPEDFRONT /�'� S II '` k ''� ;(;a YARD / _; .:r 4.$` , TOPSOIL 5.9 CUBIC FEET 1 CUBIC YARD / (OPENSOILVOLUME) ter,`,, r /\S—B1JIL_ r SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN �. "`'''_ ' //� 4,000 S.F. / ' LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2” P . SOIL BINDER 13.7 CUBIC FEET 4 POUNDS / z COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM fr LIMIT OF AVAILABLE _ a = e' • DATE / SOIL(50'RADIUS) DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR s 1.6 GALLON 46 GALLONS OPEN SOIL VOLUME 2 APPROVED WATER SPECIFIC BLENDED SOIL MIXES. �j // r OPEN SOIL VOLUME II ` w o CURB U F +3 + 'r47 TREE'A' LL C=7 B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER `�� ' _ CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE l ROOT PATH COVERED SOIL � VOLUME(MINIMUM WIDTH 3') , STREET ma=r - STREET DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED 1� r4 Impinigr SHALL I1 /// /-I I I-IIII�IIIIIIIIIIIII :�-s b�y y B'/ _ �BE DETERMINED DURING MIXING. ROOT BARRIER PER _ _ '°°°° °°°°'•°°°°MANUFACTURER'S SPECIFICATIONS o°o° °o°o•o°o°o '4 ' ''4 ,'4 '4IDEWALKIII—III III III III :: o °3� o . o ° . :,�' PART 3. COVERED SOIL MIXING PROCEDURES \\ III=1I —I — — 'o•'o°o°'too°°00°0°0° ��L I —1 IIII °° °° °° °°°°°°° III —I —I I—I I—IIIIIII° o o� ° . o opo• 1 I�SOIL VOLUME UNAVAILABLE TO III-III—IIII — —I�— I— - I :H=111=111=111=111=111=111E1' II III—IIIIII—Ii— TREE'A'WHERENOCOVERED LANDSCAPED FRONT YARD —I — I I— A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END BUILDING —'SOIL VOLUME ROOT PATH (OPEN SOIL VOLUME) -III;,IIII;II I IIIIII IIIIII IIIIII IIII III 'IIIIIII RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES \\� SIDEWALK MANUF' ROOT ACTURERRIER S MANUFACTURER'S SPECIFICATIONS THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND \\\ II ROOT PATH COVERED SOIL VILUME DRAINAGE QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. \ 1 \\ 1-•••-12' COMPACTEDSUBGRADE B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. \N� RIGHTOFwAY�I �� - 12'RIGHT OF WAY C. ADD ALL OF THE TOPSOIL MATERIAL. .......--C URB PROFILE LIMIT OF AVAILABLE SOIL(50'RADIUS) 1 _ ___ NO SCALE D. ADD THE SOIL BINDER. —T 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 1 STREET TREE WITH COVERED SOIL WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS SCALE: N.TS 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 TER SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED Sj �� , CRUSHED ROCK IN THE MIXTURE. I II ROOT BARRIER PER TOTAL SOIL VOLUME CALCULATION FOR TREE'A': 513 1I 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. r Kristina M.Koltavary OM' OREGON w PART 4. PLACEMENT OF COVERED SOIL I 11 it 1,500 C.F.IS GREATER THAN THE SOIL VOLUME REQUIRED BY A H STREET TREE IN AN 18'RIGHT OF WAY(800 C.F.)THEREFORE THIS n 11/08/02 �'N 1,1 I I O SOIL VOLUME MEETS CITY REQUIREMENTS. A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO �1 ��L ^�C J' NOT 1,1//� i ,I.1, ~ 1; t� / z STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE 0 PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL o TO r I s 0 DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. iL ul = TREE'A' 3 ._. ��+.�,� B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE C� / � -'7_ _- :':5 - ,'.;_::;: C z p :. �> ARCHITECT --"—CURB W r '� - TREE CANOPY AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS 5 18'RIGHT m -»�� -- :fi " CO INCORRECT $ ' ! OF WAY g I • i'!r _,r, :-�,rt - ` P GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING U TREE a - :,.- I�� .`.�.., ,, u_ ',. ' t ='" ., 44 '• PLANTING LEGEND o PLACEMENT OF COVERED SOIL. ti ++• —. rr N �. Lri C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. h .'N, AND NOTES SUB-GRADE ' �� '?. - ,':i:' ,\ 5 `f ,"" /1 _ CV) ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL I %I, lam- �'1 = . • "$ "'� , ;� CONSTRUCTION ,4� STREET w ��/C!/t ; 5'PLANTER w ''=-%:- \ ftto . -% DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND 1 STRIP lit ce ce z OPEN SOIL VOLUME N COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. SIDEWALK I OPEN SOIL ° ROOT BARRIER PER MANUFACTURER'S VOLUME z m SPECIFICATIONS D. INSTALL COVERED SOIL IN 6 INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH ° I CURB w LIFT TO Eo (T), iii ce THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT ��, ,11 • w EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. '/ o TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL V } I SIDEWALK r_� THATl b g WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE c* V ��°, rl�i.w�i rte, Pig 111—III—I I I-111-111-111=III-3 :1 'I \ \ t' "" PACIFIC COMMUNITY DESIGN w THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF g I I "` IIIIIIIIIIIIIIIIIII 1 1 / / 1IIIIIII I—I I II I Ci_ AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. a '141 II IIIII 1IIIIIIIIIIIIIIIIIIIIIIII' 111,II1—I I` 1I I IMI 1II11 I I I I IIII I I- _ _ _ _ _ _ _ 111—SI E 11j111=111IIIIIIIIIIII1 I IT 12564 SW Main Street Q E. BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY —"'—i 11111=111=111=111 I' TREET Tigard, OR 97223 7'<, PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR I II 18'RIGHT OF WAY [T] 503-941 -9484 PLYWOOD. 'I i r II 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 o APPENDIX 11 N WITH OPEN SOIL REVIEWED BY: KMK 0) C 3 2 0 0. i 2 STREET TREE WITH OPEN SOIL • SCALE: N.T S 0 L 1 0 3Q z I M , 1 SW GRAND STREET I -I BP: 0+00.00 • BP: 0+00.00 BP: 0+00.00 o LV R-I Riverside Homes I- BP: 0+00.00 = BP: 0+00.00 EP: 0+16.51 oc _ �I� :: W SEE POND LAYOUT PLAN 111 -� p + # � FOR PATH ALIGNMENT :' ,..--:-.0.7T- ?.:.,--- © BP: 0+00.00 �'� o. Lu t I� EP: 0+16.32 > 0 - -EP: 1+94.16 BP: 0+00.00- + to+ Q PC: 0+13.07 + N. rn N 5 1+94 W 0+00 w rn '5 3" o BP: 0 00.00 / 5 N m dLu - / p' + p Lu �.-. 1 �� Q BP: 0+00.00- d w U , 5 r, a ,� �� ` > /A ,P]] II' M a Ci o o T. . W i6d i o ��`� N /PsijiD _ 1,-�'i Z I rn a_ `'�. �.��' a m -PRC: 1+18.2211 _ z °��= `'�' N "' I J _ cr v' 5' '� r� �� m ;�l� �� ► '� "� 1+00 !� r 2 EQ „ 2 EQES/ C\I 2 E �WaraA�. tl R3� • DATE: 6/2/2023 in �� 6f Q ��e_ �7! �- o �__� • 0+14 S 2 E SP Q 5 V 1+00 -f �` w 2 EQ 2 EQ (n 2 EQ 2 EQ �i�/=� .�� EP: 0+14.40�SPACE SPACES ACES�0+15 0 ��_l� ,��1 -v,� G� Q�� + �o o v� N V8+15.17 �� v P7 REVISIONS o ,, PC: 0+20.58 SPACES SPACES > SPACES SPACES � r7 0 �j (-Ni �7 +30 co w <; > coo 5' 8" 2 EQ ��P 0+30.05 0 2 EQ +32 ' (: cr SPACES SPACES EP: 0+32.10 -rte mr- T. . ___•_w_2 r ' NO. DATE DESCRIPTION PROPERTY LINE 1 AS-BUILT ® OPEN SPACE LAYOUT PLAN - AREA 1 DATE APPROVED c , ' Co • SW GRAND STREET I Line & Curve Table 1. SEE GRADING PLANS FOR SIDEWALK FINISHED J 1 w Line# Length Direction ELEVATIONS. F- LOCATIONS OF CONCRETE z BP: 0+00.00 PATHS TO ROWHOMES J C8 35.96 N82° 11' 06.93"W 2. LANDSCAPE AREAS WILL BE PROVIDED WITH _w ' " AN AUTOMATIC UNDERGROUND IRRIGATION APPROXIMATE. C7 41.99 N80° 3808.50W SYSTEM. SEE IRRIGATION DRAWING. to PiH: VERIFY IN FIELD. 1111 W + 0 L2 20.58 S89° 32' 32.93"W W ' N B P: 0+00.00 v, I 3. SEE CIVIL PLANS FOR IRRIGATION METER ■ ■ " ■ L3 16.32 SO° 46'43.30"E LOCATIONS. W tn d Q- le EP: 1+9'.54 �` 0+ill �� ^' �� in 13I - PRC: 1+04.61 oI z1 • o n,0 T2 J EP. *18.29 R �� ;y � Igo �i�■a�ommi �'' ��MMIMMEI � aff , ■ Ls o Imo? 0 6 C9 34.36 S84° 06' 21.73"E 4. SEE CIVIL DRAWINGS FOR POWER TO N PRC: 1+73.81 CONTROLLER. ELECTRICAL SERVICE TO BE A = 0+18 �`� (n 4 EQ SPACES 3 EQ 4 EQ SPACES _ �� - ■ ■ MI ■ r L4 13.07 N90° 00' 00.00"E U ' ' ,�� SPACES o 2 EQ 5 E �-�� - El 41■WWILIMSW MOBILE HOME STAB IN. q N- .- PC: 0+36.01 Q SPACES ��=r@�VC ■_� . � ti�M 1 • ■ �'� 3 EQ 2SPACES I .30 ■�� SpACCS Sp ACES W 3 EQ ��_ 7 EQ SPACES ISI EP:� � 010 70.79 S89° 36' 58.67"E > I 5. CENTERLINE IS FOR REFERENCE ONLY. PT: 1+71.18 C) > cr SPACES 3 EQ 3 EQ 2+00 SPACES SPACES C11 75.94 N83° 11' 22.37"E 1 . - Tr L5 16.51 SO° 00' 00.00"W PROPERTY LINE RIVERSIDE L6 30.05 SO° 39' 35.66"E 1 L7 14.40 SO° 00' 00.00"E AT S C H O L LS • O 2 OPEN SPACE LAYOUT PLAN - AREA 2 MEADOW 6L S TES . 1.i? ti.�I��. ,, , � 513 �d �►��► i�� O •• � , / ,.,''� iN41i 4A. E SW GRAND STREET - • -. • '�k- _lisp, 4✓,i .\ Aft CONCRETE PAVING SCORE JOINT © J LAv �� L4.02 FOR STREET TREES SEE I- 432 1'' Kristina M.Koltavary �+ W � r�i �`,•'►�` r►,otO A I LAWN SHEET L1.01 LAWN LAWN w % OREGON 4; � % �� = 239 SF W 242 SFza4\ 195 SF 197 SF °°° 2 11/08/02 � POND PLANTING > At....?? 1LAWN LAWN \ / �b ►. LAWN m------ Q 174 F LAWN •f- �� OS SEE SHEET L3.03 1679SF'=► �� - 1851 SF > 71217SF� MEAD IS � Z1284SF. t1 •,,,�� //��// // �� 0ilek ��1 m / iII . .�/p 0 - �; �i•-/ /// / <// �-�, i\�� ' �• al.._\ , // G /�� . - MEAD < MEAD -`� :Z� / /� �'� ��I��!"! �' _ - ��% / / ,,., /,/� ,�,� I ,, / / / .�� _�r, . - ;' � t.�.'� / I / pr- silk . OPEN PA E ° f T�` \� / � � 07 // , �I �,� / i 3720 SF 3126 SF i /,, ,,i. ��\ , . i L �� SCpp ver , / / /�� , / 4 �l /a, b -+,I ! - / / , LL , , / /i" ,% �� // � � _:w� • I ry A� �� L v �A /L��,,�► �G / /�/ / �� / // // /G % /� A �/ �� ( / 1 C/) // �. /_imI ( v�_ ,. �ia• // // /� / /.i ,A4/.,, ii / �1 / // / �� !� 1� , LAYOUT Et Fsi ■■� / � //, ,!!.� ,/ // , //, // , // . . . . csi �I �I' ' I) "V115 WO ® WrPROPERTY LINE MEAD 1W u .. Ler MEAD MEAD 1284 SF PLANTING PLAN D 3720 SF 3126 SF -,J O OPEN SPACE PLANTING PLAN - AREA 1 W ;� 3 M ' FOR STREET \'T o SW GRAND STREET TREES SEE $11Q I SHEET L1.01 Alk * Z J 0 CONCRETE PAVING L4.04 BOUNDARY WALL . [4.02 o E- ' LAWN • LU 432 SF L4.02 CONCRETE PAVING - SCORE JOINT L4.02 LAWN w:10,�` LU LAWN- LAWN LAWN- Filli) 227 SF LAWN- LAWN- LAWN- LAWN LAWN LAWN j . o t= 227 SF 64 SF 112 SF 72 SF 301 SF 197 SF 266 SF 267 SF 462 SF ' �■ xr �w LAWN 1 - ��dL J PACIFIC COMMUNITY DESIGN L, �LA 2192 SF 1 1 , /� SW JEAN LOUISE ROAD �. � 3 liLu 12564 SW Main Street ii6d .7- Q - . �.-.� A,� , �- ■ I� w • w -_ ° Tigard, OR 97223 N =� •. f _ )111,„,_ ,,�� 42\/11 PV1/ '1/ /�' r „�., �-_ IN ��NpasL ^ , Z • Z • Lt - - : [T] 503-941 -9484 N Q I✓ �� .�� W �� /// / �. I /kry -/// / / / i / ' �/ /, \ / W/// / �1 N 3 PROJECT NO.: 144-001 �� Pry/ �� / WO / // �r 41 /// ,/f /- // /// /\ /// /1/ / \ i s // �I �/ �%�' tI 4V4F' �% -+.�� .►:vry-'� ��vl /�� i Q /jr. /\ Iri/; I�x��u7 yl ! / �I / // Cn Q /2'.>_1./ ...,22.............-#/,/ ' 42 / �, / // - �� /L / ��dr - i I TYPE: AS-BUILTS 0 / / 1 // ' // , A � �- / // / / - i� �i L. � // / I L �i�G � , /�// �� /// // ///ll i /� •/ `,L // // �/ �1 / . .�=1 v .?�� /' ( � �� o - �/ / i l REVIEWED BY: KMK i2I'� /il'�` /'�I PROPERTY LINE N MEAD MEAD- QI 2 1428 SF 3155 SF KEY MAP 0. SCALE o 20 0 10 20 4 OPEN SPACE PLANTING PLAN - AREA 2 (;) -� - 0 -�� 1 INCH = 20 FEET L2 • 01 as z ri OPEN SPACE PLANTING LEGEND i TREES ~ SYMBOL QTY COMMON NAME /BOTANICAL NAME: SIZE AND DESCRIPTION N_ _ R-1Riverside Homes do I, ` r. 4i 1 • viN _ 117.4W4.' .. /W 7C=.{ PROPERTY LINE \Alli/� ` ' > #; r_rV - �� - i/ 13 NATCHEZ CRAPE MYRTLE/ LAGERSTROEMIA INDICA X FAURIEI 'NATCHEZ': 2" CAL., B&B \ �'isoYDov ��w 44We iii %PGF; rho - vA02400 /, X11, 19 RIVERS PURPLE BEECH / FAGUS SYLVATICA 'RIVERSII': 2" CAL., B&B ,.,A1 ..,,,„,, I..„. ,, LAWN 00, ; i-- . - I1010 SF ! 0 efr, DATE: 6/2/2023 147 ii&ill411110_A-W �� I it 1 YOSHINO FLOWERING CHERRY/ PRUNUS X YEDOENSIS: 2" CAL., B&B REVISIONS FOR STREET ", • Ili I ,'i 0 TREES SEE S� f, i Z_ I� NO. DATE DESCRIPTION ��SHEET L1.01 (j _ 11 19 WHITE OAK/ QUERCUS ALBA:2" CAL., B&B O - -L� /\S-BUIL_ r ,�r.'j` Com` 1 \\\\ill//, ��: `/_ 37 INCENSE CEDAR/ CALOCEDRUS DECURRENS: 8'-10' HT., B&B O OPEN SPACE PLANTING PLAN - AREA 4 m m pii,\\ DATE 40 APPROVED Ort,A e • — 6 LELAND CYPRESS / CUPRESSOCYPARIS LEYLANDII: 8'-10' HT., B&B At 0 0 ,,, ,‘ SHRUBS ii/iiiiiiki.- SYMBOL QTY COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION IIIO 30 ANTHONY WATERER SPIREA/ SPIREA BUMALDA 'ANTHONY WATERER': 2 GAL. � 4733 OTTO LUYKEN LAUREL/ PRUNUS LAUROCERASUS 'OTTO LUYKEN': 2 GAL. IILUCKY LOTS ABELIA/ABELIA X GRANDIFLORA 'LUCKY LOTS': #2 CONT. III 0 6 NORDIC INKBERRY HOLLY/ILEX GLABRA 'CHAMZIN': #1 CONT. i1''-' 0 14 SPIKE WINTER HAZEL/ CORYLOPSIS SPICATA': #5 CONT. �� 5 BLACK LACE ELDERBERRY/ SAMBUCUS NIGRA 'BLACK LACE':#5 CONT. 1 ; F tij 0 18 LIMEMOUND SPIREA/ SPIRAEA JAPONICA 'LIMEMOUND': #2 CONT. II',` ORNAMENTAL GRASS SYMBOL CODE QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION Ilimo 96 FOUNTAIN GRASS l PENNISETUM ALOPECUROIDES: 1 GAL. RIVERSIDE II49 NEW ZEALAND FLAX l PHORMIUM 'PLATT'S BLACK': 1 GAL. o ea LAWN & GROUNDCOVER pi: AT SCROLLS i SYMBOL CODE QTY. COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTION MEADOW LAWN 13,053 SF PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. 00 - AT A RATE OF 8 LBS/1000 SQUARE FEET. 114 IN r/ 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 ** OR APPROVED EQUAL Idi II NOTE: C)ISTER 1I- 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED 513 d �' BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF i n01 LJJ THE WATER METER. • ]I • Q2. FOR PLANTING DETAILS SEE SHEET L4.01. r Kristina M.Koltavary Ct OREGON �� F ' W 11/08/02 �� I�I o �`�AE AR .I , >_ - I\,\ 0 LU 2 -- �I ///,\\ Vii PEN SPACE g bfl 1 N FOR STREET PLANTING PLAN TREES SEE o !I� I SHEET L1.01 LEGEND N o C 11181 a N SII FOR o GROUNDCOVER CV 111,41, SEE COUNTY in OA I SUBMITTAL ? � ROY ROGERS I 3BOUNDARY WALL I - w ILiii , .�+ \\- J 0 LAWN i F- 462 SF 46 w z d °IWO in ll 1 I wilt) itagb 0- . Pli Di:11 • !� SW JEAN LOUISE ROAD Qir I =� ur% PACIFIC COMMUNITY DESIGN 0 o �/ \\ �/ I1 II L w 12564 SW Main Street g �� 11i a g _ �_ F '1— Q Q Q - N / i- z ^ z • o N = Tigard, OR 97223 jI\// L//i ' , _�� a = [T] 503-941 -9484 \ , . , r r` SW GRAND ST PROJECT NO.: 144-001 O 2 Q g TYPE: AS-BUILTS OPEN SPACE PLANTING PLAN - AREA 3 REVIEWED BY: KMK C O KEY MAP e .3 2 0 SCALE o (;) 20 0 10 20 0 v i 0 1 INCH = 20 FEET L2 . 02 02a z LLJ Iii Q � __ , 0_,_____ _, _ % PGE ,_ 1 Ln PGE .100_;! o' � gi r 0. ?i R u RrRiwrsideHomes \V PGF BIRD NEST DOWN WOODY 6 SNAGS © BOX L© / DEBRIS L4.03 L4.03 • SW GRAND STREET BLOCK RETAINING WALL WATER QUALITY SWALE SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS FOR FOR ADDITIONAL • ADDITIONAL INFORMATION DATE: 6/2/2023 • IMEMIEWAINIIINENON INFORMATION ROCK OUTFALL r _ _ — SEE CIVIL DRAWINGS FOR AGF;% / / , \ REVISIONS / / _ _ ADDITIONAL INFORMATION / / - - __ NO. DATE DESCRIPTION i - �'/ ASPHALT MAINTENANCE DRIVE I i O SEE CIVIL FOR ADDITIONAL I0) 0 P.. .. .. . . . . , _� -------� ��'to INFORMATION ,.,_ O O - -- --�- �� 6 AS-BUILT 0 0 Q O � � BENCH tO I,• i i 0 ® O O *-04, V L4.02 DATE I i ® // % % BOULDERS 0 APPROVED \ L4.03 O® / // CULTURED STONE O \ .-# Q / / RETAINING WALL 0 0 Aa..4-- r Q // // WITH CAP disk 0 I 0 i / � L4.03 ii O 0 00 // / 0 V u0 // // � _ �0 p // *\ ,._ —_——__________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ ___ ______ I411111tL,N011.11: OPEN SPACE 1 imm ---- - - -HIGH WATER LINE ----44.412 ----------..._____..._____.....___ _ r-----------, Ip PLANTING ----------- _________ J02ONLANDSCAPE TL2.01 ✓/ ■■■■■ - - --- AI / TRASH da CONCRETE ■■ ■■ - - - L4.02 PAVING ■■ ■ I_________. jo RECPTACLE L4.02 © SCORE ■■ ■■■■ L4.02 JOINT ■■ AI CONCRETE — CONCRETE PAVING© OVERLOOK L4.02 ABOVE OVERFLOW La 022— - RIVERSIDE POND OUTFALL L4.03 BIRD NEST CURB L4.02AT SCROLLS RETE © PROPERTY LINE OUTFALL ACCESS INFILTRATION/FLOW SEE CIVIL DRAWINGS DISPERSION TRENCH FOR ADDITIONAL 8 INTERPRETIVE SEE CIVIL DRAWINGS FOR INFORMATION L4.02 SIGN MEADOW ADDITIONAL INFORMATION O WATER QUALITY POND — MATERIALS PLAN <c.3I S TER, ,d �- 513 • %-- .-V-0 -A--fAi\ick-n • t-' Kristina M.Koltavary OREGON .tP 11/08/02 ,� �� " 1 E M '- 3 WATER QUALITY 0 POND a 00 0. MATERIALS PLAN CV 0 CV 6 0 C co J W W co 3 0 z OPli Di:1 1 M PACIFIC COMMUNITY DESIGN W Q 0 12564 SW Main Street g z Tigard, OR 97223 [T] 503-941-9484 0 r v, PROJECT NO.: 144-001 Q TYPE: AS-BUILTS REVIEWED BY: KMK 2 0 SCALE0. (7) 0 20 0 10 20 v 1 INCH = 20 FEET L3 • 01 a z LLJ _..)le > < • -,. _, IN _ ?GEJ = wvmomvAmwLine & Curve Table Irl ,.,-) ,_ Niii„..._, PGE 4:41 ,_ � Line# Length Direction O7 ._ L1 58.76 SO° 17' 32.88"E R-I Riverside Homes C1 40.70 S41° 05' 21.03"E %AGF /� C2 69.26 S84° 55' 05.84"E _ SW GRAND STREET C3 283.94 S86° 26' 20.95"E ■I IN C4 46.38 N74° 51' 27.94"E :P: 0+00.00 DATE: 6/2/2023 --=_-'-'- - -._._'_'_:- •-•- __;_;-•=_ ,=.=;=--!=1.=;=.,.,....._,_r___.,......„.... C5 52.08 N 69° 28' 41.17"E . a 1- / �;_,_� ,_,_,_� ._.- ._:_` �- 0 ACF C6 40.09 S38° 50' 27.11"E REVISION S 1 /- / / O / / ` ` j- - -_ =_______--=._._._._._._._._._._._._.=:=1.!=:=:=1=_-_:.,:,:.,,,_[,____„7._;_____„..., immi/ N O. DATE DESCRIPTION 1 1 0 Ii , , • � ��- AS-BUILT 4 � � t) e mit • • ��'� oo DATE I 1 o' APPROVED .,t) ± 1 0 I // � � I 1 ® Q QNA,,, 1 / iNso(5,144 ED ED Al....4._ 44.,._-‘,Npsi PC: 0+58. 6 Atli l i 6- _, cs- . 1 0 ��<�� A�60 0 --- - _ _ _ _ _ _ - - ® - - -- , - � N 0+4 Cl- - - - _ / f06 �'� EP: 0+40.09 i, r ce �,� -____ _ _ _ - --- -HIGH WATER LINE - _ � � �� +�� --------------------- -- __ IIID . �� '� It 3 - - -�r EP: 5+51.11 ��==� �� + --i.ii._ Ijj - ------ 1 I co _ \ . - �,5 I isemamememallftaillaliallail 011610# 0- I ... . . . .. . . . . . . . . . . . .. . . . ............ ... .. o .... PRC. 4+99.03 I RIVERSIDE PROPERTY LINEin I I "' L J AT SCHOLLS N cr O WATER QUALITY POND - LAYOUT PLAN 20 SCALE 10 20 MEADOW - - ii) 1 INCH = 20 FEET NOTES: i\\- \{ 1. SEE CIVIL DRAWING SET FOR UTILITY LOCATIONS. �.1• 2. SEE CIVIL DRAWING SET FOR ROADWAY, PUBLIC \1 SIDEWALK AND CURB ELEVATIONS. 513 j v • • '�� ` 3. ALL GRADES SHOWN ARE FINISHED GRADES. '` t-' Kristina M.Koltavary E-i 263.57 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN LAWN AREAS. OREGON 11/08/02 �`N �6� 5. WHERE PROPOSED GRADES MEET EXISTING, CONTRACTOR SHALL BLEND GRADES TO PROVIDE SMOOTH TRANSITION ��AE AR BETWEEN EXISTING AND NEW WORK. <)6� 6. CONTRACTOR SHALL VERIFY GRADES AND NOTIFY OWNER • 62 OF ANY DISCREPANCIES. �6, 7. CONTOURS ARE SHOWN AT 1' AND 5' INTERVALS. WATER QUALITY 9 262., TW �= POND X60 �260.5� FG 262.92 PT LEGEND 0 Et 261.99 TC - •5 PT 262.93 PT 163 PROPOSED 1 FOOT CONTOURS LAYOUT N 262.91 TW 261.49 BC 0 Lri ®261.58 FGA262.83 PT 165 PROPOSED 5 FOOT CONTOURS GRADING PLAN E • TW FG C �� 4 .,1.60 1 5% \t? UM TC = TOP OF CURB ENLARGEMENT w w \ moo. // 13 W TS = TOP OF STAIR (.‘ A o i I III O ,A 262.88 �6� BS = BOTTOM OF STAIR o - 262.70 �\\ °�° + ^ AD = AREA DRAIN \\ I 24 ii 1 1:1 TW = TOP OF WALL �� \\ 261.38 PACIFIC COMMUNITY DESIGN in 262.91 TW \\ ,762FG = FINISHED GRADE 261.13 FG 261.80 TC u �i, \ NO° 261.30 BC XXX.XX = PROPOSED GRADE 1 2564 SW Main Street z e,Q Tigard, OR 97223 261. (XXX.XX) = EXISTING GRADE [T] 503-941 -9484 ,A 531° ` 261.08 .267N o PROJECT NO.: 144-001 I. TYPE: AS-BUILTS Q' -259 Z6o=ib°- REVIEWED BY: KMK _ +259 is c 3 2 0 O WATER QUALITY POND OVERLOOK - GRADING PLAN ENLARGEMENT 10 SCO LE 5 10 1 INCH = 10 FEET L3 . 02 020 a Z •. w > i:k. J.-.4 I�■ ' _ l PGE I— 6 1 ' 1� PGE *if) 'QOpI1 ,o�Ci . / \ 7 \ / R-1 Riverside Homes o00 u) i pc ItItl pGF. _ SW GRAND STREET MEAD I-I I 419 D 4 #1 CONTAINER L4.01 PLANTING DATE: 6/2/2023 1 DECIDUOUS Aj /- �_�_�_-y yyyr.=`.•y=..•�� y=•�y y•_Yyyy-•_y=y y.•_..y._Y. .-•yYyyy--Y yy d.y• ;-. ..y�.•iy y•y yy.�• -y y..•.--y..•y.-•yN-y�=....,_:=1_.;.=;.i..._=;=._,__ -*y. y yy•y y.•y N y. y..y y y.• .y•y.Y Y W y.Y y y y y yy yy.y YY=;,_,.._,4„,,....,..... .• .•Y y y.•.Y y y..•y y�•�.Yy•.�y.• !.•.y y..•y..-dyyLY Yy••�.•��.y.l. .`..y i yy yJ yy•yy• ty•. y .y yy �yyy•�yy y. y.• y• .-�y yy�y Y y yy•yy y.y.y.�.•Y• .. y.y.•...yy.yyy y. y. y y.Y•y.y.W y•..�.yY..yy y.Y y..yy y. ..y y•y y Y.•y Y.=y y yy y. ..E �y.Y.•y yY.y y yy y.y..•yy.yy•y..��•y/y�'.(��y-y�y..i y y..yy...y•y•�y/._.y.' •I./y .w•{�Y/, 6 3 L4 0 4.0 F�1 ITREE REE� , \ \I ► ; Cla // :\.� �� F, REVISIONS EVISIONS //// /; - y y - . - y y . ,,Y . Y y Y y y y y Y y Y yYy Y y Y Y . ``,_ W. ///4y y . Yy • yy . y y y y y y y Jy y . y4, Y y y Y y y Y y Y y y Y y y Y y ,vyYyy 4, Y y ,V y yY . 1 � ai�- -. ----=•--.-•--•---i-i-.--.-• .-.-.-.-.-.--.-•-•-•� �'� ,l._ NO. DATE DESCRIPTION // C . y . yy . . yy . y y y ,v 4,. y 'VY �iv1 yY /�YYyyyyyYyY y yy yOv : - y - - Yyy . yy . y yyy : . - . yY - . y . yyyy e / // / // / / V/ / (/ / / / ce `,J,_/ // I• y . . y y yy y . . y y . y y y . . y y . 0 y y . . y y .y --4f• -4." y - V y Y y Y Y y . �, / / : ` / I/ �'. • • yyyps. ® y y . ,, • ®y . ,v- . Y . y . Yyy . . . Y _yy . � yy . yy . y . �y ~-�Yk::! ,' I �\,. ' ` MEAD / I y y yyY y iy • \ ,` 522 AS-BUILT// ,v yy ,v y ,v . y � Yyy ,, y ® eA ,- YyMRG , yy - .! y . ., y yy '' yyy y ��\ � � '/ I y y LATE ///' y . y y 4' y Y . y . Y . yN 4' yN . y * . APPROVED /A yyy . yyyyy y . . y / /A • y , ` r � , , I �`.G � IK . . y Y • �� y •®�I I y y y y y Y y . . . y• Y • ,v y y .y• y I.- 1pi1-i_ L/ • y .� y . YY Y Y . y . yy . .Y . yy • .Y . y 'GRSS' :2: . y�.�1 1� � ',��// / - 4100 �IWI ► I � `I . - ; - : 0 - ' - - ® y • . . - - • . . y - . . . yy • y . yy - Y - • - Y . y •• Y . . y - yyy .. - ® yyy. -v . yyy. - . yyy. - . . . y. y . . y . - .• y ® . y - W - y •• - , - •yyY �`qkEL- /�, • �'/-' l\ y ,, yy .v yyy y _v yy . ,v . yy , ,v , yy y _. y - ,- �iWI � „Imps.. _,,� 14T�,� \ 1 • \ • � 11� ` 4 �� efOri� rAL� �I � � � itrirV0* • / \ � 4� � �, !,'71�_ As��. / If y . y y y Y y y Y y � . ,v . -V • .vy y . Y Y int / i�150T5USFFT � �! ady ��` / J ' a T' t. ti�l 11j ' pr ► a, / MEAD - Y . .o � r., yIir ® / ` .' / T - HIGW2,144 SF GRSS-_ . , . `4t0�4: * / // rnir ,—T7-'-/ / . 7T- -- TE /7T 6,258 SF 4 MANN • �� t � 4 FESC � �V li� � ; 40111 0 14 �' ` // /// 7TT /7TTT�T ' T' 7T-� ,�_ -7- T._ )1/4'.4,0t ,46 �% MEAD // ////// /// ///////// // // / / / / / 7 /� /77 � A� (191litto. 1,655 SF /// / /////// / /////// / /////// / / / / // / T�-/ /� _/ - A 11p �� N l,f 174,4% Zt/ // / // // / // // / // // / // / / // / � � 00 / ////// /// ////// /// ////////// / 4900 SF // // // ' A -°��,►� �: t��,_� �a% /// ///// ///// ///////////// / // / , // // / / / MD// / ' ' / / . . f . . . . . . . . . . WigR . . .. . . . . . . . . . .. . . . . . // // // // /// /// /// , F RIVERSIDE PROPERTY LINE 5 g RANDOM PLANTING © CONIFER TREE ® SHRUB PLANTING AT S C H O L LS L4.01 PATTERN L4.01 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 �C5\ S TER1, Ak //�///�/ ', 1,686 SLENDER RUSH /JUNCUS TENUIS: PLUGS 1"X 6", (6) PER S.F. 5 13 /j/ // // // EMRG 1,686 SLOUGH SEDGE/ CAREX OBNUPTA: PLUGS 1"X 6", (6) PER S.F. • I • 4 OREGON ASH / FRAXINUS LATIFOLIA: 1.5" CAL., B&B 2 //�//f�/j SPREADING RUSH /JUNCUS PATENS: PLUGS 1"X 6", (6) PER S.F. - Ire 1,686 1" Kristina M.KoltavaryTOTAL: 5,058 ** CWS REQUIREMENT: 843 X 6 = 5,058843 SF 6 RED ALDER/ ALNUS RUBRA : 1.5" CAL., B&B OREGON W POND BOTTOM NATIVE SEED MIX %), 11/08/02 ,�ti SYMBOL CODE QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION Cr Wow 4 VINE MAPLE/ACER CIRCINATUM: 1.5" CAL., B&B yyy .y . . 21,786 SF SUNMARK SEEDS/ NATIVE SWALE MIX: 1-LB PER 1,000 S.F. - yyyy. yyyy BTTM SUNMARK SEEDS/ SHRUB SWAMP MIX: 1-LB PER 1,000 S.F. 0.51 AC ** OR APPROVED EQUAL 2 BITTER CHERRY/PRUNUS EMARGINATA: 1.5" CAL., B&B . . . 92 V 3 CASCARA/ RHAMNUS PURSHIANA: 1.5" CAL., B&B SIDE SLOPE WATER QUALITY o SYMBOL CODE QTY COMMON NAME/ BOTANICAL NAME: SIZE AND DESCRIPTION E POND , -0- 9 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. N cD 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% ri 3 OCEANSPRAY/ HOLODISCUS DISCOLOR: #1 CONT. GRSS 7,340 SF (0.17 AC) DWARF PERENNIAL RYEGRASS/ LOLIUM PERENNE 30% w C CREEPING RED FESCUE/ FESTUCA RUBRA 25% 6 MOCK-ORANGE/ PHILADELPHUS LEWISII: #1 CONT HIGHLAND COLONIAL BENTGRASS/AGROSTIS TENUIS 'HIGHLAND' 5% 3 ** 33 CLUSTERED ROSE/ ROSA PISOCARPA: #1 CONT. D E} GRSS SEED MIX COVERS POND INTERIOR SIDE SLOPES /z //� 10,649 SF SUNMARK SEEDS/ NATIVE RIPARIAN MIX: 1-LB PER 1,000 S.F. - 'CD 4 SERVICEBERRY/ALMELANCHIER ALNIFOLIA: #1 CONT. / / MEAD 0.25 AC SU OR APPROVED EQUAL NATIVENMARK SEEDS/ POLLINATOR SEED MIX: 1 LB PER / / o \ 10 RED-OSIER DOGWOOD/ CORNUS SERICEA: #1 CONT. Pli v NOTES: . 0 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 zED 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 64 SNOWBERRY/ SYMPHOROCARPUS ALBA: #1 CONT. THREE (3) GROWING SEASONS. [T] 503-941 -9484 O 2. SEE SHEET L4.01 FOR PLANTING DETAILS. i y 6 PACIFIC NINEBARK/ PYSOCARPUS CAPITATUS: #1 CONT PROJECT NO.: 144-001 j Q TYPE: AS-BUILTS L N REVIEWED BY: KMK (3) c 2 0 SCALE O (;) 20 0 10 20 4 m m Ci' 1 INCH = 20 FEET L 3 • 0 3a z GENERAL NOTES: LANDSCAPE PLAN / 2" BARK MULCH AT 18" DIA. CIRCLE 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE • CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON ° THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. °o0 ° ° TREE TIE (2) ° R- Riverside Homes 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL GLAV. STEEL WIRE; LOSE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. °/ TO ALLOW 4" OFF PLACE ROOT COLLAR ABOVE GRADE 4 MOVEMENT IN ALL 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. '%i/° ° Ilk ) DIRECTIONS 4. ALL PLANT MASSES TOBE CONTAINED WITHIN A BARK MULCH BED UNLESSNOTED THERWI E. E MEDIUM AGED DARK FIRMULCH. APPLY A MOUND FOR la, ° MULCH AS SPECIFIED. FINISH GRADE SS S O O S US U G �1 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. T 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 " 11v 1 SET OUTSIDE •, I ROOTBALL. DATE: 6/2/2023 OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. ROOTBALL ON _ RI EXISTING SUBGRADE WINDWARD AXISI 3' UNDER FIRST LIMBS OR 5' HIGH. REVISIONS =11 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. Z PLANTING PITS TO 3=-P--- = ., ' III 1� (REMOVE AFTER ONE WHICH EVER IS LOWEST. 6LOOSEN SOIL PRIOR TO – - 11=I 1=III YEAR) 4 - 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 1111-III III _ 11I III=III=- PLANTING. FIRMLY PACK SOIL m ' NOTE: FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. THAN THE =III-III III-III- 1—III= I1=III-III- WITH FOOT. DO NOT BEND OR BACKFILL SOIL Z I H 1. TIE BRIGHTLY COLORED ROOTBALL III 1 I -III=- I-III=-I -III=-I I=II- BREAK ROOTS. NO "J" OR "L" o a 1=III-:o=III _r _ = - -II- I/ II, _ I1- o w 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 '/ / // I I - - v / / ROOTS. b I I- _ _ ce GUYS. (MIN. 1 PER GUY.) A3-BIJ I LT \�\ '" -III- III—III—III ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED \/\/\/\/ _ _ 2. IN LAWN AREAS CUT TREE BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY \ � ��\ REMOVE BURLAP OR CONTAINER I I =II- II--II--III-I I -i � � �� Til iii�II=III_ CIRCLE AT 12' RADIUS FROM DATE OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN I=i 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 CO 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.TS 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 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 �i "CHAIN LOCK" TREE TIES OR NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. VINE MAPLES. TREES 1 1/2" CALIPER BLACK FLEX GARDEN HOSE � /�� /�i(r, 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 ,�� ,a SINGLE WOOD STAKE UNLESS \� ----1 `--I-=� I- -I1 _---- I -�~FINISH GRADE OTHERWISE SPECIFIED. AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. - 1 ,�� , 1_ —Q;_ _ =1 I I 1 111-1 11— ' ° III— . 11-111-1 _III- II- ' 11-111=1 1 11E--- T I--=-I-= ' I I-=- 14. BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, =I - F = _ _ - _ - 11911911 - _ 111 � 111-111-II1-1I-111-111-1-I- - - �I 6" SPECIFIED BACKFILL SOIL TWIST STRANDS AROUND BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. III-III- -------------III-III-----III=-- ----=III—II-- 71=1 -111=111-I I I=111=111=111=111=111=111=111=-I 1=111=111=111=111-111-11 I- I \ EACH OTHER MIN. 3 GUYS @ III=----III-I--=---_---_---_---_---_---_---_---_---_---_---_---=-II-I 120° APART 15. GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 7 11- 11-111-111- 11- 11-111-111- 11- 11-111-111- 11- 11-111-11171: THOROUGHLY - - MIX TO A DEPTH IIIPP" 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 . .. *4. 4. . MULCH AS SPECIFIED KEEP AT SC H O LLS REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. '..'A .'.♦' NOTE: TILL SOIL SO THAT THERE W � �♦•�••�♦•�♦• ARE NO CLODS OR CLUMPS LARGER // MULCH CLEAR OF TRUNK IIIP 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. NCUT AND REMOVE TWINE AND 12" THOROUGHLY TILLED SUBSOIL -111=III-I I 6 BURLAP 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 1-z 1-111--I-- II O _111-111-111 ROOTBALL. (REMOVE ALL WIRE SUB STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. o w 11=111=111=1k 0 1- I-- BASKET) x o —III=1 I I=1 11=' 19. STORMWATER FACILITY BLENDED SOIL PER CITY OF PORTLAND SECTION 01040.14. G GROUNDCOVER / SHRUB PLANTING N J - ---------- ------- 2"X2" WOOD STAKES OR METAL J —111-111-1 1=111— SCALE:N.TS m III-III- I I 1 TREE ANCHORS AS APPROVED. 20. SOIL PREPARATION SHOULD COMPLY WITH SPECIFICATION SECTION 329113. _ r� R - -„ 1111111 AMENDED NATIVE SOIL/BACKFILL 1 TE i_ -III=111=111=111=111-III-1 111 PLANTING MIX PER 513 -- I1-1I1-1I1-1 11-1 11-1 11-1 I- 11 = 1-_-1III 11111 III-III=111=111111111 SPECIFICATIONS • %---- .-V--0 -7ANCP•-n • - • =ill iii 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 ,ci TYPICAL O.C. (ON CENTER) PLANTING 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.) t& 11/08/02 -� GRID 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. OA KEEP MULCH CLEAR 1; ^��J' OF TRUNK BASE t� 0v / / / v / / /0\ 0 0 \ 2 co NIFER TREE 3 0 \ ,60 / \ / SCALE. N.T.S / \ / \ / \ /`X 0 \/ 9 \/ \ . PLANTING 0 / \ 0 DETAILS N s O N o RANDOMLY MIX PLANT SPECIES AND 0 HEIGHTS 0 OFFSET PLANTS TO AVOID STRAIGHT o ROWS J uj N MULCH AS SPECIFIED, KEEP 6 RANDOM PLANTING PATTERN MULL STEM BASEAR OF SHRUB 30) SCALE.N.T.S Q BACKFILL SOIL -- �-T -' FINISH v — — ----amour GRADE Plimi" w m , 1 - I =-1 I_, , . PACIFIC COMMUNITY DESIGN 0 o p 1=1= SCARIFY EDGES AND 12564 SW Main Street BOTTOM OF HOLE - Tigard, OR 97223 t 1_ =I I I_I I I=11 _i [T] 503-941 -9484 r —1 1 '—I I 1-' ' PROJECT NO.: 144-001 Q / DIAMETER OF / ROOT BALL + 12" TYPE: AS-BUILTS N REVIEWED BY: KMK 0) 0 .3 0 0 SHRUB PLANTING C-3) * SCALE: NTS .g_ L4 • 0 1 a z 4" CONCRETE, 1111 I CONCRETE CURB LIGHT BROOM FINISH, N FOR LOCATION SEE LAYOUT PLAN AI TROWEL FINISH SCORE JOINT FOR SCORING 4 " RADIUS AnkCONCRETE PAVING / 6 / TYP SLOPE VARIES R-I Riverside Homes W PLANTER FINISHED GRADE SEE CIVIL GRADING PLAN SET 1 2" BELOW TOP OF SHEETS FOR ELEVATIONS 4" COMPACTED CRUSHED ROCK i.t.i..lit.r..lr.t.r..lLi.l..l.:.r�..li.i.,n CURB • L 4 4 / .� • ° ° ° ° �QU�•oO�• •:� �� le.-0• •�� 3" MINUS COMPACTED V WWoo O• • ° __ __ _ ° _ _ ,� n �CoO �,�on �c��no�rn 4 / PLANTED AREA VARIES !! !! __III , CRUSHED ROCK 1 09_,09_,09,0 Jo 00 0i - " - - SEE LAYOUT PLANS -III=III=III=III=III=III=IIIIIIIIIIIIIIIIIIIII I I II I 1 • nanonoUnoUnoUno� 00o r . f—r r �— I I-III-III-III=III=III=III=III=III=III=III=III=III=I I I P \0,•0,•0,•0, C)9()9()°04• 1-Ti-m-m-m-m-m-Tr DATE: 6/2/2023 - � 1�f—iii—iiir i ! 00 III-I I SPECIFIED BACKFILL - 111 s o - —————- COMPACTED SUBGRADE =111=1 11=1 11=1 11=1 11=1 11=' '—° I i-III-III-III-III-III- ,,;y,,1�, I-III—I I PLANTING MIX -iii-iii-iii-iii-iii-I I VICTOR , STANLEY® wroasrnmcercoxr 11-111-111-111-111-111-1 I 1_111_111_L REVISIONS Createatlir�ne!=,nronrnt H1111 I H 11-111-11 1-111-111-111 111-111-111-111-111-111— 1-1 1 1-1 1 1-1 NO. DATE DESCRIPTION VICTOR STANLEY TRASH RECEPTACLE -111-111-111-111-111-111- 1 11-111-111- CONCRETE PAVING P.O. BOX 330 - DUNKIRK, MD 20754 MANUFACTURER: VICTOR STANLEY 111-111-111-111-111- C TOLL 11-111-111-111-111- TOLL FREE: (800) 368-2573 MODEL: THE GREENSITES SERIES =III=III=III=III=III- 1 " MINUS COMPACTED SCALE: N.T.S TEL (301) 855-8300 RTH-SD-36 SIDE-DOOR-OPENING LITTER IIIIIIIIIIIIIII- CRUSHED ROCK As_BuILT WEBSITE: VICTORSTANLEY.COM I RECEPTACLE DATE WITH RAIN BONNET LID COMPACTED a FINISH: RECYCLED PLASTIC SLATS, SUBGRADE RADIUS TOOLED EDGES APPROVED L----------____ COLOR: RECYCLED MAPLE 1,. CONCRETE PAVING v METAL: TITANIUM POWDERCOATED CONCRETE CURB 4 I SIZE: 36 GALLON CAPACITY, SURFACE MOUNT ® * SCALE: N.TS 4 0 °o a a TRASH RECEPTACLE o �a INSTALL PLUMB ° 8 4VOWS E• •�Q0• •�:0• •�:Q4 � LEVELING FEET WITH I 3. -1,,,,,,09- .., 00 ( 009 n•CO 4' SQ CENTER ANCHOR BOLT (1), 11-111-111-11-111-111-111-111-111-111-111"--111-111-111-111 FOR PAVING Ai" DIAM. THREADED SECURE PER MANUFACTERS 11 I=III=III=III=I 1 I=I 1 I=I 1 I=I 1 I=I 1 I=I 1 I=I 1 I=IIIIIIIII SCORING PATTERN STEEL SHAFT SPECIFICATION =III=III=III=III,-III,-III,-III,-III,-III,-IIIIII- SEE LAYOUT PLAN I1I=I1I=I1I=I1� CONCRETE PAVING I II 1 II 1 II 1 I1 I _Al / 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. - J- o��6-6 00 �o-8uU (30, 6�� FULLY GALVANIZED. (tall cn , f 1 I 1 f I'- `I'� I' —1-1 rt`I 1 I0(i0'I I 01-1 itis ! ! ! !� -- � ! IIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIII111111��111��111��111=111 C-2) - SCORE JOINT111 RIVERSIDE 1 =111= 4" DEPTH CRUSHED SCALE. N.T S COMPACTED SUBRGRADE 1 I 1 SURFACING BASE AT SCHOLLS COURSE © SCORE JOINT CONCRETE 0 MEADOW TRASH RECEPTACLE SURFACE MOUNT W PAVING MIIV SCALE: N.TS INN SLOPE VARIES ti SEE CIVIL GRADING PLAN I. ■ SHEETS FOR ELEVATIONS -C 6 1 S TE.R4 •�, AO �vUvUU �� o" 3" MINUS COMPACTED 513 _ �,•1:--__.' • - • CRUSHED ROCK • � • x� Il .. INTERPRETIVE PANEL • r1./iiOVERFLOW 'C"' Kristina M.Koltavary E-i PULSE DESIGN INC. - -III-III-III-III-III-III-III-III-III-III-III-III-III-III SEE CIVIL DRAWINGS FOR Ii-I1I-I1I-Ti-Ti-Ti-111 111 11 111 11 111 11 111- OREGON ,' 14753 KOSTNER AVENUE i ii-iii-iii-iii-iii-iii-iii ADDITIONAL INFORMATION 4 El �, 11/08/02 �� MIDLOTHIAN, ILLINOIS 60445 111 i IiII11E111E111E111E111 (J' P: PULSEDES GN.COM\708-385-1308 INTERPRETIVE PANEL COMPACTED SUBGRADE �` PE ^� INTERPRETIVE PANEL POST 1; t� VICTOR STANLEY A P.O. DRAWER 330 - DUNKIRK, MD 20754 USA 30 TOLL FREE: (800) 368-2573 (USA& CANADA) 3 CONCRETE PAVING ABOVE OVERFLOW 3 INSTALL AT EDGE OF © TEL (301) 855-8300 - FAX (410) 257-7579 °' PROPOSED CONCRETE CURB glir 1 WEB SITE: HTTP://WWW.VICTORSTANLEY.COM SCALE: N.TS c MANUI-AG I UHE : VIU I OF< 5 I ANLL Y 0 MODEL: THE GREENSITES SERIES CM-324 CONSTRUCTION E 0 CAST IN PLACE CONCRETE FINISH: RECYCLED PLASTIC SLATS- COLOR: RECYCLED MAPLE FOOTING SLOPE TOP TO DRAIN METAL: TITANIUM POWDERCOATED DETAILS oNSIZE: 72" LENGTH BENCH AS SPECIFIED o / 6" , PLANTED AREA VARIES SEE LAYOUT PLANS C SEE LAYOUT PLANS o FOR LOCATION T N N Lam ' PLANTING AREA VARIES 0 SEE PLANTING PLAN SET CONCRETE 1/4" LU ° °,,,;,° p I� � ABOVE FINISHED GRADE AND LAYOUT PLANS i - ° a I VEHICULAR CONCRETE Ank 3 _ ° - ° FINISHED GRADE PEDESTRIAN 00O �oo�V�oO6 ° ' ° °,-I M III I—I T I-1 I I- T O CONCRETE glir Q 00o09-,69nn0-( �„C c ° ° 1 I 11 1 1 3" DIAMETER ANCHOR BOLD 0 a SPECIFIED BACKFILL L-' i II i I III-III III III-III 1 1 1 11 1 11 I IN LEAD SLEEVE PLANTING MIX ' CONCRETE PAVING -1 ! -111-111-111-111-111-1 11- A . ° —I 1 1I I I� USE TAMPER RESISTANT NUT ab. � J u U O W I I I-111-111-111-111-111—I _I I —111-111 - _ ° p Pli 11 I-I 1 ' ' '-1 I I—I I I—I 1- . ° ° ° 111=111-_ 0 CONCRETE PAVING – / , , as a a -� �- %iii-iii 4. -III Q _I 11600-60—oOUooeoo� 1 1 :° = `- PACIFIC COMMUNITY DESIGN _ �� Uv^ C °< _ v Wo U COMPACTED FOR / ��0� •• 0 111=3oo0oopoo0oo04 _ - 6" DEPTH, 3/4" MINUS -I=IIIIp=III-III IIIIII I I I-I I II I I-I,C�oO �,oOkno_`� Q UNDISTURBED RC? "' ° �� . ° , ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '� 12564 SW Main Street COMPACTED CRUSHED ROCK ° a III=III-III=III=III=III=III=III=III=III-III-III-III-III-III-III- I �I SUBGRADE _-I I 1 I I 1 III=III 1 , , , ° I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— 4" MINUS COMPACTED Tigard, OR 97223 I I I=I I I=I I I=I I I=I I I=III=III=III=III=III=III=III=III=III=III=I I I=I I 11-111=/ -12" •- ° ° ° ° ° _a 797 IIII-III-III-III-III=III=III=III=III=III=III=III- I=III=IIIIII= - ROCK BASE [T] 503-941 -9484 -I I1—I11— I �0 •�.0� • o0 moo• OO �ooc III=III=III=III=III=III=III=III=III=III=III=IIIIII;, I, III ,I. C4c1c,nO,nO nn I-III-III-III-III-III-III-III-III-III-III-III- —111-111-111-111-1111-111-11111L11-1. 1 oO^ III—III—III—III—III=1 I I=1 I I=1 I I-1 I I-1 I IJ I IJ I _ I-111-111-111-111-111-111-111-111-111, , ,1 I I PROJECT NO.: 144-001 } I II-11—Ill—Ill-1111-1=11 -1 I I—I 11-1 I I-1 I I III III III III III- COMPACTED SUBGRADE II=III- I—III—III—III—I TYPE: AS-BUILTS REVIEWED BY: KMK ,<, C 8 INTERPRETIVE PANEL WITH CURB BENCH SURFACE MOUNT C® * L1D CONCRETE PAVING / LANDSCAPE 2 SCALE:N.TSSCALE: N.T.S SCALE:N.T.S 0 0 v v •g_ L4 . 02 a Z NATURE'S WAY CEDAR 1 BURY A MIN. OF Y3 OF OVERALL MASS TRADITIONAL BLUEBIRD HOUSE ; `� : OF BOULDER BELOW GRADE. ,, 1 , BOULDER MUST REST IN STABLE ITEM NUMBER: NWB-CWH3-CP4 B POSITION FULLY SUPPORTING ITS �- - W: BESTNEST.COM `' --,_ ""' B OWN WEIGHT. SUBGRADE AND - _ — P: 877-562-1818 - / SIZES TO VARY , • . . . . ��,�� SURROUNDING SOIL MUST BE R-I Riverside Homes r. r 71 * OR APPROVED EQUAL. STABLE AND CAPABLE OF .. 0 •, • 0' * INSTALL PER . - •,:1•:"17. :'+ SUPPORTING BOULDERS WITHOUT • SETTLING. MANUFACTURER'S STONE VENEER WALL Ff r " = +Y. • . INSTRUCTIONS. MANUFACTURE: CULTURED STONE - • •• , . • `' SUPPLIER: MUTUAL MATERIALSor ,:,� ..40-!,- -6 �: 11111111 MULCH OR EXISTING DUFF LAYER MATERIAL: CHARDONNAY OLD . . COUNTRY FIELD STONE 7:17-= A • .; , ;: DATE: 6/2/2023 - � '•" -� 2' 4COMPACTED , MINUS ., p: :{:• /. .. ,Ai. 4.y -��1'_ tom: . CRUSHED ROCK REVISIONS.... '�� .=____. - ir,.....,�, � �c - I I- IUNDISTURBED OR - is _ ,,1- W 1-III *0-* _1 -I i��i� �� COMPACTED SUBGRADE �• �• �• �• �• �• NO. DATE DESCRIPTION --1 1 1= tri`'-i`' S-AS�-�trri`'�-�i`'�-�O. = H CULTURED STONE VENEER / SIZES TO VARY / 1-1111 1 1 1=1 II:- -111-111-111-111-111-111-111-111-111-1 1- NOTES: ® . BIRD NEST BOX 3 SCALE: N T. 1111 I IMI III III III III III III 11111111 PLACEMEOOODIBOULDERS WITH ON AND s oAs_Bu ILT 9 LANDSCAPE ARCHITECT. STONES ARE TO DATE SCALE: N.T.S O BE SMOOTH WITH NO ANGULAR FACES. �— °0° REMOVE AND EASE ALL SHARP EDGES AND APPROVED F. mmowCORNERS. 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 p RANDOM IN APPEARANCE. SIZES SHALL BE NOT DISTURB SURROUNDING AREA. BOULDER SCHEDULE ( ANGLE NOT TO BE LESS PER THE BOULDER SCHEDULE. THAN 90 DEGREES FOR THE TOP 2/3 BOULDER EXPOSURE 3. PLACED BOULDERS SHALL BE _ 9 KEY HEIGHT DIAMETER QUANTITY INCAPABLE OF ROLLING, PITCHING OR „_///.-----.: ( MOVING AFTER PLACEMENT. �� ;7------ ----,Z1 C 1'-6" 12"-18" 2 �-f 7.--------- ---" �— wie B 2' 18"-24" �- �� r –�� _A �r(I / %Its t 1 �, — (L , \��I►III — ►��I ,�l \��_ „ 1� y' McGREGOR LAKE BOULDERS - OR �,yd_� �!/ \1i\A,� -iii41 - APPROVED EQUAL -111- 111-111-111-111-111-111-111-I I 111- - 11-111-111-111-111-111-111-11 I =111=1 I A 2'-6" 24"-30" 1 MANUFACTURER: SMITH ROCK INC. 1-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111 1 1-111-111- TOTAL 4 6001 SE JOHNSON CREEK BLVD. PORTLAND, OR 97206 1-111-111-111-111-111-111-111-111-111,-,111 111 I I i 111 i i i 111 i I 1111 1111 11111111111111111111111111-I 111111111111111111 UNDISTURBED OR 503.771.3110 -� I�-111-111-111-111-111-111-I 1=1 I. COMPACTED SUBGRADE. -111-111-111-111-111-111-111-, -111-111-111-111-111-111-11r III-IIII�IIIIi��111,;,1H ' ' 1-111111111��IIIli�l111,;,1i1- BOULDER PLACEMENT RIVERSIDE 1 SCALE: N.T.S AT SCHOLLS DOWN WOODY DEBRIS MEADOW 6 SCALE: N.T.S I SNAGS 1 DOWN DECIDUOUS WOODY DEBRIS. `r'. .-i © NEST BOX (2) 2" #10 WOOD l MIN. HEIGHT 6' TALL AND 4" IN I ' f DIAMETER.TREE'S WITH SIDE t . . i or SCREWS BRANCHES ARE DESIRED. KEEP TOP �' 1 S TES 4 "*�. �44111 - AND ANY SIDE BRANCH ENDS JAGGED �� _ I I _ 0 513 w -,.:.. - , , —e. .� l • . • %---- •-V-0 -A--fAi\ick-n • vr.iy . ,n y .1 's~ l ` '�+'l ` ► l r-4 Kristina M.Koltavary l. r ?` -, POSITION SNAGS BETWEEN EXISTING OREGON w • _ -- r;- w 11/08/02 ' 01 �„ a 1 1 PLANTS TO APPEAR NATURAL. DO &i , C�� l NOT DISTURB SURROUNDING AREA. �� ``��r WILLAMETTE GRAYSTONE ) #4 BAR 16 INCHES O.C. EXTEND _o -=i { Wall Cap 5 Tualatn THRU VOIDS IN CMU BLOCK TO 19477 SW 89th = H b UPPER-MOST COURSE. Chiseled Edge Flat Wali Cap PO Box 175{#4loi Avee ~ a #4 BAR 16 INCHES O.C. EXTEND Tualatin, OR 97062 = z 9 THRU VOIDS IN CMU BLOCK TO Ar ne= (503)692-0150 z ~ CONCRETE - 855-4301 �� UPPER MOST COURSE. / 16" 4 x: f503) WALL CAP l I SNAG HEIGHT VARIES 0 COLOR: CHARCOAL = PLACE IN SMALL CLUMPS. SET E 6"X6"X12" HOLLOW CONCRETE X ° °° ' :IF CONSTRUCTION LD ( �� IN HOLES APPROXIMATELY 44111141*-- MASONRY UNIT (CMU) BLOCKS 1/4" GALV. CABLE THROUGH b = 1 ONE -THIRD OF THE HEIGHT (TYP.) a CENTER OF SECURE SECURE _z I \� AND FIRMLY TAMP AGGREGATE CABLE CONNECTION WITH 1/4" 1 l) DETAILS o N ° ° MANUFACTURED © GALV. U-BOLT 1 1i BACKFILL AROUND BASE. w / STONE VENEER $ x2 x l x2 x2 I o S O 1 E a a lir x4"x Z" 18"x 24'°x Z" ° ° 2" GROUT JOINTS. FILL CMU !2"x 24"x r" 22"x24,%2" t VOIDS WITH GROUT. 14" ' 2" 32" 24" 2" 1 1N co °.� j x2A xxx ° ° ° ° o ° 4 ° A •ailable wr'En� Detail it � 1 �� '�/�/ Ln ° ° rY. w �'b. �� i )0 00 000 00 00 00. ° / N V\ �i \�A �� : 0 (C�\►�,I / dllLk.k111k. O ,, vAI , /- — � - O-O � � � 7H m 0 0 0 0 0 0 0 0 �� >o�� •Q 0 0 0 0 0 0 0 -III—III—III—III-> k?' I "oo p , - .J 'O o0 111-1111 -111- -IoC� C)on n_ C)o I —I o o I-I I=1 I I 1 0°op- 11 -11 1-00°( / 1-111=111=111=1 � -111-0000 '0°pp°-11111-1 -C� )4006C-111-I 1 I-I 1 I-I11-1 I I-111111-111-111-111L,� FINISHED GRADE 111 111-111-1110 0 0 -I I-I loo0p°C� O o I I-111- o°. vD,i;,$111-111-111-111-111-111-111— L, 00 11 1 I I=1 I I III=1 I I;n0° ° ° CONCRETE4 WALL CAPIII III III III III IIIl =111=111=1II°00� °o° 1=1I1='0000 ti ?000 � ,I_ 0 a o , O o 1 III=1l a ,-I I I o0� — — — 00� 00 - ° �o — - z \ 00 - - - - - - - 0p o•( I - ' - _ \ - - SCALE: N.TS _ _ = opo o III—II?0°00 o l l—III- �,-00 00 � III III III, , ,III, , ,III, , ,III, , , X00000 °1 -I i�- GRADE CHANGE VARIES 1 1 1-1 1 1-1 1 1—O • ► o — o - 2 O - -,- 0 O o Oc ibpd C _I 0000, III-I I - SEE GRADING PLAN =111=111-11 Lo°00l �0p°011-111->Oo0 :00° 111=1 =c,,- A(2,60° :111=111=111= Pi:II DRAIN ROCK WRAPPED IN I z I I-111- 111-111-111-'0SO °00° 111-1 )000 °PC 11=111= I ` '00-111=111-11 :14 w GEOTEXTILE FABRIC. I CI_ f•�! - -1 11- -� -� -1 1 I-1 1 1-1 1 1=>�00°4 'O°� )p Op 2O� p OL O oC 1 1 -00o w� =1 1=>O�p°C I • 00-1 1=1 ,_CooC ( goo°�I I IIIIIII PACIFIC COMMUNITY DESIGN .. _ III >OOoO� ,0 00 111-11 )Oo0<< l , 0° 11 111 ;000 \� oo°0c-111-111E1 1 4" DIA. DRAIN TILE TO EXTEND _ > O �a ° I AGGREGATE Qoi 100°C 1-111 )O. i -'-7-'0.°09-111-11w, o )O:0(111911=111= 12564 SW Main Street z TO DAYLIGHT. ° I BACKFILL -'p Oo �OQ� - O° Oo O0 Op-----= CpoC o �- _--1�_$� b i i-ho00 Oop-I I=1�,�n�00000000c I I-111- w ,C -C 000-111-111-�I Tigard, OR 97223 1' _ O C = c o npCg #4 BAR "L" 24 INCHES - A a ° 4" MINUS COMPACTED -I I hOoO, ti g0°�I111-111-111-11 ( 1 111111 M ,COC O0o0o I I IIIIIII- [T] 503-941 -9484 CRUSHED ROCK 111-1>O� J -, °01111111-111-1111111- C c ;NEI 11-111-1 I =111= n. C��000�°..oRc 1=111= -� -� -� 11=111=11 >9)(N111=111=111= O.C. EXTEND THRU VOID •�i 0* •(- 0 0; a _10p Op v O°Op \ ,C� `I,o 00 - - - PROJECT NO.: 144 001 IN CMU BLOCK . �:�.o• •��0" •� � } -III-II _ _ (3)#4 BAR CONTINUOUS. 3" I ' H I= -111-111-111-111-111-111- - - - - - - - - )�, l -‘-��0o° '-1 1 1=1 1 1=I 11111111111111111�111111111111111111 �1111111111111111� c- � . oc _ Q CLR. CENTER VERT. IN FTG. 6" 1 1-1 I 6" / - - - )� 000Oc 11-111 111- TYPE: AS-BUILTS 111 111 111 111 111 111 11 -111-111-11 -)cp O°O°QOo0° c) =111-111-1 1 1-1 1 1-1 1 1X11 r1 I n i Tr c, 1 1-1 I I- REVIEWED BY: KMK C 111 111 111 1111 111 111 111 UNDISTURBED OR 3 a CULTURED STONE RETAINING WALL WITH CAP II,;,III,;,III,;,III,;,III,;,III,;,III,;,II iii- COMPACTED SUBGRADE. oC-7 * SCALE: N.TS SNAG PLACEMENT C-2) * L SCALE:N.T S L4 • 0 3 a Z 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). CONSTRUCTION STONE 6"WALL CAPS, THE COLUMNS ARE FINISHED WITH 18" STONE CAPS. 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. R-I 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 y 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 t;- •, • . , '' 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'. ,';.',1.'‘.1, y '. `.- ' REVISIONS • .} ./• . '' ,.o 1 4.B. 5. The water quality swale treatment area plantings can be deemed"substantially complete" �'t,":- `-• , •,e ' a '.` ' (: • , fi .. w _•' •,-,. .":- ;� NO. DATE DESCRIPTION once active green growth has occurred to an average growth of 3" and plant density is an ,:}•• • ; , '.�; '; . 7. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. average of approx. 6 plants(minimum 1-inch plugs or equivalent)per square foot. 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 - v 8t"0,{= AS-BUILT accordance with the approved plan design to begin the two-year maintenance period. ,: CONCRETE 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 '6 6 6. 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. IN LE BRI ' TYA - ,_. 1. The permittee is responsible for the maintenance of this facility for a minimum of two years ,' - 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 ' ' X 24" •1 RE 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 .1 _ •G' DOTING STRUCTURES OR OTHER CULVERTS. the dry season. Systems should be winterized during the wet season to assure longevity and l " BELOW GRADE , f�..., . guard against damage from freezing temperatures.Water source shall be as shown on the �� ! '�' -- _ --- - - - - - 1 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. ` �a --�- ,T , - � � 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 , -- f Y U- rim • annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary '- �� JiO`i>��- �� 25. SOIL PREPARATION: TO ENHANCE ORGANIC MATTER, LEAF COMPOST MAYBE PLACED UNIFORMLY ON TOPSOIL. OTHER AMENDMENT, CONDITIONERS, r -- �'� ��i �_ per to ensure a minimum of 80%survival rate of the required vegetation and 90%aerial AMA •►j , 1♦;♦��i•�± � _ a T-^� BIO-AMENDMENTS MAY BE ADDED AS NEEDED TO SUPPORT THE SPECIFIED PLANTS OR ADJUST THE SOIL PH. TRADITIONAL FERTILIZATION TECHNIQUES e� + ��_ --T--r (APPLYING N-P-K)ARE NOT NECESSARY FOR NATIVE PLANTS AND SHOULD NOT BE USED. coverage. Non native,invasive plant species shall be removed when occupying more than ////11111110 111111111 r��r� R 20%of the site. - UMW.. - - MNlilt i___ F, I MINS IL( illii 26. TIMING: CONTAINER STOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THROUGH MAY 1 AND OCTOBER 1 THROUGH NOVEMBER 15. BARE ROOT STOCK 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth �! i■►ll��i-!1 B�__�l� M occurs within the two-year maintenance period. SWINE '11111111111111111111_ �' SHALL BE INSTALLED ONLY FROM DECEMBER 15 THOUGH APRIL 15. PLANTINGS OUTSIDE THESE TIMES MAY REQUIRE, ADDITIONAL MEASURES TO ENSURE i. P _ i ice= -_ --1101 SURVIVAL. - _ sr� ��ra� R e► ' ! wag/ All ; ri : < n N. ! _ - Al r -c}.. , .:'4-t•.<< � tii : 'Tl'`'1 ! ! r d.:Y' , � jy v. 4 r.�N n 1•. - -�. %V 'i" ',.r vi'>: + .+_., i 27. EROSION CONTROL: GRADING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPTIMAL WEATHER CONDITIONS AND AT LOW FLOW LEVELS WATER QUALITY SWALE "• ! , h r ;.rte$_ :;,:: ,pper ;.' t.-��`' " ,s. .-, , �4 h �C. .: . ��r �.-'' a _'+'. TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND DESIRABLE VEGETATION RETAINED, WHERE POSSIBLE. SLOPES SHALL BE Q = �" - °'`' w .` " ; :,•! � � A�,ir •- s�';'l , t``� �`; �?�,�'`-6l' "i,`: , ��, �+,d�► ,Q,ef ;� CONSTRUCTION & MAINTENANCE NOTES \�` '�� ,. :, � r'+ �: . . ,. •:- N :3:_... �,i ,.�,.. GRADED TO SUPPORT THE ESTABLISHMENT OF VEGETATION. WHERE SEEDING IS USED FOR EROSION CONTROL, AN APPROPRIATE NATIVE GRASS, REGREEN CleanW r Services t. !-.`4 �;?`,,,.• •; ,if •71 f.,,��i,.? .,,;. t; .,•, ,,- .."•'(r; �,, .*'� ;� `�$'Ify; ,.� I it Our commitment is clear. '•f tr'U![i .' '' �i� .o. '4 +`� � '�� . , ,,4 -.A �t ��.•' .'%,. OR ITS EQUIVALENT), OR STERILE WHEAT SHALL BE USED TO STABILIZE SLOPES UNTIL PERMANENT VEGETATION IS ESTABLISHED. BIODEGRADABLE FABRICS DETAIL N0. 710 REVISED 12-06 ,�14 �,<-_� '',: �' , (COIR, COCONUT OR APPROVED JUTE MATTING (MINIMUM 1/4" SQUARE HOLES) MAY BE USED TO STABILIZE SLOPES AND CHANNELS. FABRICS SUCH AS BURLAP 1 ' .` •• «•-.� �• , :- - ..,s- ; i• • •• ` ) "est . 'N. MAY BE USED TO SECURE PLANT PLUGS IN PLACE AND TO DISCOURAGE FLOATING UPON INUNDATION. NO PLASTIC MESH THAT CAN ENTANGLE WILDLIFE IS ' • X i! • .,e, -I' , --. . - ' /, '� RIVERSIDE PERMITTED. CONSULT CHAPTER 6 - EROSION PREVENTION AND SEDIMENT CONTROL FOR ADDITIONAL INFORMATION. : �,_ ._ 1,• -..• .�.. 28. MULCHING: TREES, SHRUBS, AND GROUNDCOVERS PLANTED IN UPLAND AREAS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN 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 NOTES01 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. (::: -1)::;:) * SCALE: N.T.S SCALE:N.TS 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 c,1 S TES 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: C 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. 1 • ANALYSIS REQUIREMENTS FOR THE BLENDED MATERIAL: • �-(A)\1 -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, t Kristina M.KoltavaryE•-•i #60, #100, #200. THE GRADATION OF THE BLEND SHALL MEET THE FOLLOWING GRADATION CRITERIA. C.) 1. ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEM DESIGNED BY CONTRACTOR SIEVE SIZE PERCENT PASSING OREGON ,c 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 4' ,,o' GROWING SEASONS. # 100 10-40 p R ' # 200 10-20 73 p E Ar 2. SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS. • THE MATERIAL SHALL BE LOOSE AND EASILY BROKEN INTO SMALL PIECES D • 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 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 0 N COUNCIL SEAL OF TESTING ASSURANCE (STA) PROGRAM. SEE WWW.COMPOSTING000NCIL.ORG FOR A LIST OF LOCAL IMI ADDITIONAL COSTS RELATING TO THE CONDITION. PROVIDERS. 77 O THE COMPOST SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF PLANT-DERIVED CONSTRUCTION MATERIALS UNDER CONDITIONS DESIGNED TO PROMOTE AEROBIC DECOMPOSITION. THE MATERIAL SHALL BE WELL (��1 R��/ 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 � � �, ()A SWALE �, 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 r '� BOTTOM ` MEET THE FOLLOWING CRITERIA, AS REPORTED BY THE US COMPOSTING COUNCIL STA COMPOST TECHNICAL DATA SHEET D Q �� L2" MIN. PROVIDED BY THE VENDOR. .z y�� 2' MIN. o 1- 1' MIN. AMENDED DETAILS N • 100% OF THE MATERIAL MUST PASS THROUGH A 1/2-INCH SCREEN. 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. 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 WEIGHT. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES •• THEUOREE G NICSALMCATER ONTRNCONTENNT L SHALL BLESSBE THAN BETWEEN 6.0 30 AND 70% (DRY WEIGHT BASIS). (f) 0.5' MAX. =, M. o • MATURITY INDICATOR SHALL BE GREATER THAN 80% FOR GERMINATION AND VIGOR. f / W 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." n = 8. PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATED SWALE, LOW IMPACT En N DEVELOPMENT HANDBOOK, JUNE 2016. CONSTRUCTION o I O) STORMWATER FACILITY GROWING MEDIUM: SWALE AREA SIDE SLOPE TREATMENT AREA SIDE SLOPE • PROTECTION OF THE SOIL - THE MATERIAL SHALL BE PROTECTED FROM ALL SOURCES OF CONTAMINATION, o AREA 6' MINIMUM WIDTH AREA INCLUDING WEED SEEDS, WHILE AT THE SUPPLIER, IN CONVEYANCE, AND AT THE PROJECT SITE. i 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 WNTER CONDITIONS - HAULING AND PLACEMENT OF THE MATERIAL WILL NOT BE ALLOWED WHEN THE EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* Q MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGH DENSITY JUTE OR COCONUT MATTING EXTENDS REPRESENTATIVE. WEATHER IS TOO WET OR THE GROUND IS FROZEN OR SATURATED AS DETERMINED BY THE OWNERS w ° 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. 0 • TIMING OF PLANT INSTALLATION - WEATHER PERMITTING AND AS APPROVED, INSTALL PLANTS AS SOON AS MAX. SLOPE 2.5H:1 V 4H:1 V TYP FLAT BOTTOM 4H:V1 2.5H:V1 I:r,411 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 uiMEASURES ui *** CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDING RATE: PURE LIVE SEED (PLS) POUNDS PER • PROTECTION AOF THE RE CINSTALLED SOIL - IN ALL CASES, THE PROTECT INSTALLED MATERIAL FROM FOOT OR * OR AS APPROVED PACIFIC COMMUNITY DESIGN EQUIPMENT TRAFFIC AND SURFACE WATER RUNOFF. INSTALL TEMPORARY FENCING OR WALKWAYS AS NEEDED TO � NOTES: Q ACRE. KEEP WORKERS, PEDESTRIANS, AND EQUIPMENT OUT OF THE AREA. UNDER NO CIRCUMSTANCES SHOULD (1) QMATERIALS 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,DSTOPSOIL AND PLANTING SPECIFICATIONS. � 2. PROVIDE IRRIGATION AS APPROVED BY CWS. Tigard, OR 97223 Q GROWING MEDIUM SPECIFICATION (p3. 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 _ C 4. 12 INCHES OF AMENDED TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY FACILITY. 2 WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAM GUIDELINES) FOR VEGETATED FACILITIES Clean�r Services N• 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 rn COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. PROJECT NO.: 144-001 MAINTENANCE AND MONITORING: TYPE: AS-BUILTS c ,, 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 - GROWINGMEDIUM NOTES CWS WATER QUALITY SWALE -0 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 (:(i):::) - SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% NON-NATIVES OCCUPY THE SITE. IF IT IS SCALE:N.TS 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 • 04a z