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Home My WebLink AboutRiver Terrace Park Phase 1100 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 0 - 1 0 2 ) C O V E R & N O T E S . d w g - S H E E T : 1 0 0 A p r 1 9 , 2 0 2 4 - 2 : 4 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA COVER SHEET RIVER TERRACE PARK PHASE 1 1 INCH 150 FEET 150 75 150 SCALE 0 WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS DISK SET IN CONCRETE, NE CORNER OF INTERSECTION OF SW ROY ROGERS ROAD AND SW BEEF BEND ROAD. ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 BENCHMARK: TOLL BROS, INC 8815 122ND AVE NE, SUITE 200 KIRKLAND, WA 98033 [P] 425-825-5310 CONTACT: AARON HOLLINGBERY APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: BLAKE ARELLANO, PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: KITTELSON & ASSOCIATES, INC 610 SW ALDER STREET, STE 700 PORTLAND, OR 97205 [P] 503-228-5230 CONTACT: JULIA KUHN, PE TRAFFIC ENGINEER: GEOTECHNICAL ENGINEER: GROSS ACREAGE: 5.57 AC HUNT RIVER TERRACE LAND, LLC OWNERS: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: TRAVIS JANSEN, PLS, PE SURVEYOR: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE, STE 304 PORTLAND, OR 97209 [P]503-224-0333 CONTACTS: CHRIS MILLER NATURAL RESOURCE CONSULTANT: TL 100, 200, & 400 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 8 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON RIVER TERRACE PARK PHASE 1 PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KRISTINA KOLTAVARY, RLA LANDSCAPE ARCHITECT: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. CITY OF TIGARD WATER, [P] 503-718-2591 CITY OF TIGARD [P] 503-639-4171 CITY OF TIGARD [P] 503-639-4171 PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 NORTHWEST NATURAL, [P] 503-721-2512 TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577 CITY OF TIGARD, [P] 503-629-0111 TIGARD-TUALATIN SCHOOL DISTRICT, [P] 503-431-4000 CITY OF TIGARD, [P] 503-645-6433 FRONTIER, [P] 503-277-2383 PRIDE DISPOSAL, [P] 503-625-6177 COMCAST, [P] 800-266-2278 UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: NV5 703 BROADWAY ST, SUITE 650 VANCOUVER, WA 98660 [P] 360-693-8416 CONTACT: ZANE ROGERS MORGAN HOLEN & ASSOCIATES 3 MONROE PARKWAY, SUITE P220 LAKE OSWEGO, OR 97035 [P] 971-409-9354 CONTACT: MORGAN HOLEN ARBORIST: (20 LOTS) VICINITY MAP S W R O Y R O G E R S R D . SW BULL MOUNTAIN RD. PROJECT SITE SHEET INDEX: 100 COVER SHEET 101 GENERAL CONSTRUCTION NOTES 102 CONDITIONS OF APPROVAL 103 EXISTING CONDITIONS & DEMO PLAN 104 SITE PLAN 105 STREET SECTIONS 106 GRADING PLAN 106.1 INTERIM GRADING PLAN 107 LOT SECTIONS 108 LOT SECTIONS 109 LOT SECTIONS 110 WALL GRADING PLAN 111 COMPOSITE UTILITY PLAN 112 TREE PRESERVATION PLAN 113 TREE PRESERVATION PLAN 114 TREE PRESERVATION PLAN 115 TREE PRESERVATION PLAN 116 UTILITIES & CWS EASEMENTS 201 SW 164TH AVENUE PLAN & PROFILE 202 SW EVERTON STREET PLAN & PROFILE 203 SW PERTH ROAD PLAN & PROFILE CR1 CURB RETURN CR2 CURB RETURN SHEET INDEX: D2.01 STREET DETAILS D2.02 STREET DETAILS (2) D2.03 STREET DETAILS (3) 301 SDLN-1 PLAN & PROFILE 301.1 SDLN-1.1 PLAN & PROFILE 302 SDLN-2 PLAN & PROFILE 303 SDLN-3 PLAN & PROFILE D3.01 STORM DETAILS D3.02 STORM DETAILS (2) 401 SSLN-A PLAN & PROFILE 402 SSLN-B & SSLN-D PLAN & PROFILE 403 SSLN-C PLAN & PROFILE D4.01 SANITARY DETAILS D4.02 SANITARY DETAILS (2) 501 WATER PLAN 502 WATER PROFILE D5.01 WATER DETAILS D5.02 WATER DETAILS SS1 SIGNAGE & STRIPING SS2 SIGNAGE & STRIPING DETAILS SS3 SIGNAGE & STRIPING DETAILS (2) SS4 SIGNAGE & STRIPING DETAILS (3) L1.01 TREE CANOPY SITE PLAN SHEET INDEX: L1.02 TREE CANOPY PLANTING LEGEND AND NOTES L1.03 TREE CANOPY NOTES AND DETAILS L2.01 VEGETATED CORRIDOR PLANTING PLAN L2.02 VEGETATED CORRIDOR PLANTING NOTES & DETAILS L3.01 FENCING PLAN L3.02 FENCING DETAILS L4.01 IRRIGATION SERVICE PLAN EC1.1 COVER SHEET EC1.2 NOTES EC2 EXISTING CONDITIONS AND DEMOLITION PLAN EC3 RUNOFF CONTROL PLAN EC4 SITE IMPROVEMENT PLAN EC5.1 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN EC5.2 VERTICAL CONSTRUCTION AND SITE STABILIZATION PLAN EC6.1 EROSION AND SEDIMENT CONTROL DETAILS EC6.2 EROSION AND SEDIMENT CONTROL DETAILS IL-1 ILLUMINATION LEGEND & DETAILS IL-2 ILLUMINATION PLANS CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE OCTOBER 24, 2016 GEOTECHNICAL REPORT AND JULY 3, 2023 GEOTECHNICAL REPORT FOR PAVEMENT ENGINEERING DESIGN. LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE APRIL 28, 2022 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: NV5 These As-Built Drawings have been prepared based upon red-lined plan information provided by the construction contractor, field survey of manholes, mainlines and service lateral location markers for both sanitary and storm utilities, construction staking field notes (when applicable) and field changes noted during construction inspections. The location and elevation of underground utilities shown herein are approximate only and must be field verified prior to any connection thereto or excavation in the immediate vicinity thereof. 101 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 0 - 1 0 2 ) C O V E R & N O T E S . d w g - S H E E T : 1 0 1 A p r 1 9 , 2 0 2 4 - 2 : 4 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA GENERAL CONSTRUCTION NOTES RIVER TERRACE PARK PHASE 1 1. ALL PUBLIC STREETS SHALL BE CONSTRUCTED AS PER THE APPLICABLE SECTIONS OF THE CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS AND OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2008. 2. THE CONTRACTOR SHALL DO ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. 3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL HAVE A MINIMUM OF ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING THE CONSTRUCTION PHASES. 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF MATERIAL(S) TESTED IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS AND SHALL CERTIFY THAT ALL MATERIAL DELIVERED TO THE JOB SITE MEET OR EXCEED WASHINGTON COUNTY SPECIFICATIONS PRIOR TO DELIVERY OF MATERIAL TO THE SITE. ANY MATERIAL NOT CERTIFIED BY THE SUPPLIER SHALL BE REMOVED FROM THE JOB SITE AT NO ADDITIONAL COST TO THE OWNER. 5. A PRE CONSTRUCTION MEETING MUST BE HELD PRIOR TO COMMENCING WORK, WITH YOUR CWS INSPECTOR. (INSPECTION HOT LINE # (503) 681-4444) & CITY OF TIGARD ENGINEERING & CONSTRUCTION SERVICES INSPECTOR. 6. ABANDON WELLS AND DRAIN FIELDS ONSITE MUST COMPLY WITH OREGON DEPT. OF WATER RESOURCES' REQUIREMENTS. 7. CONSTRUCTION RELATED TO CWS PERMITTING TO BE IN ACCORDANCE WITH R&O 07-20 (CWS). GENERAL 1. ALL TREES, BRUSH AND DEBRIS WITHIN LIMITS OF THE RIGHT-OF-WAY AND ON THE LOTS TO BE FILLED SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS SHALL BE DISPOSED OF ON THE SITE IN AREAS DESIGNATED BY THE ENGINEER. PER GEOTECH'S RECOMMENDATIONS. 3. IF SPRINGS OR GROUND WATER IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ENGINEER OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 4. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH 1 1/2"-0" CRUSHED ROCK. THE ENTIRE SUBGRADE SHALL BE THOROUGHLY COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN SUBGRADE IS COMPLETE AND 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE WORK. FAILURE TO DO SO WILL MAKE ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE RESPONSIBILITY OF THE CONTRACTOR. STREETS 1.ALL JOINTS TO BE RESTRAINED. 2.OPERATION OF VALVES BY TIGARD WATER PERSONNEL ONLY. 3.OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED. 4.THE CONTRACTOR SHALL MAINTAIN ONE SET OF STAMPED APPROVED PLAN ON THE CONSTRUCTION SITE AT ALL TIMES. 5.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 6.ALL WORK SHALL BE APPROVED BY THE CITY PROJECT INSPECTOR. 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 JOINT) UNLESS OTHERWISE SPECIFIED. 8.COVER FOR ALL WATER MAINS IN THE STREET AND RIGHTS-OF-WAY SHALL BE 36”. BACKFILL SHALL BE ¾”-0” GRAVEL. 9.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36” OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 10.POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS.) 11.A 4X4X8'-0”, PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2” WATER SERVICE LOCATION AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2” IPT TEE AND 2” IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 12.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6” FLG. (FLANGE) TEE, 6” FLG. X MJ GATE VALVE, 6” MJ X MJ HOLDING SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6” MJ, 5 1/4” MVO, 3 PORT (2-2 1/2” NST HOSE CONNECTION, 1-4 1/2” NST PUMPER,) 1 ½” PENTAGON OPERATING NUT OPENING LEFT, COLOR BEING YELLOW OR APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. 13.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 ½ CUBIC YARDS OF CRUSHED 2”-3/4” DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM THE EARTH COVER. 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 CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18” OF SEPARATION BELOW THE WATER LINE. 15.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 16.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40 - 50 MG/L (MILLIGRAMS PER LITER.) THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24 HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF AT LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY A TRAINED TIGARD WATER WORKER. 17.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2”-0” BURY, WITH A ¾” FIPT (FEMALE IRON PIPE THREAD) INLET, AND A ¾” UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A ¼” BALL VALVE SHALL BE PROVIDED IN PLACE OF THE ¼” PET COCK ON THE VENT PIPE. 18.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS.) ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO THE TPW WATER DIVISION BEFORE WATER SERVICE CAN BEGIN. WATER CONSTRUCTION NOTES 1.THE GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. 2.SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 3.EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 4.EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASTHO T_180 COMPACTION TEST. 5.STRUCTURAL FILLS SHALL COMPLY WITH CHAPTER 70APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE CONSTRUCTED BY LYING INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 1½" -- 03/4" DRAIN ROCK, AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. 6.THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 7.THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT/RECOMMENDATION CHANGES. 8.IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9.THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. 10.EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY PRE-NOTIFICATION, ETC.). GRADING NOTES 1.ALL STORM DRAIN CONNECTIONS ARE TO BE FACTORY TEES UNLESS OTHERWISE NOTED 2.ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE PIPED OR CONNECTED TO A DRAINAGE SYSTEM, DRAINAGE BLOCKOUTS SHALL BE PLACED IN CURBING FOR THOSE LOTS ONLY INDICATED ON THE PLANS. BLOCKOUTS ARE TO BE LOCATED 5' FROM PROPERTY LINES. 3.ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. 4.STORM SEWER PIPE, UNLESS OTHERWISE NOTED ON PLANS, SHALL BE PVC PER ASTM D-3034 (SDR 35). 5.BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% PER ASSHTO T-99 IN PAVED OR STRUCTURAL FULL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-STRUCTUAL FILL AREAS IS 90%. 6.STORM DRAIN LINES SHALL BE WHITE IN COLOR AND TESTED ACCORDING TO THE REQUIREMENTS OF CLEAN WATER SERVCES. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED INCLUDING BACKFILLING AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIATION MANUAL - OREGON CHAPTER IS REQUIRED. ALL SOTRM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING. 7.THE ENDS OF STORM DRAIN SERVICE LATERAL OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED IN WHITE. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST). STORM AND SANITARY SEWERS 8.NOTIFY CITY OF TIGARD INSPECTOR 48 HOURS PRIOR TO PERFORMING ANY WORK. 9.STORM LATERALS WILL BE 4” DIAMETER, WHITE IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 10.ALL STORM LATERAL LOCATIONS SHALL BE STAMPED “D” IN THE CURB. 11.SANITARY LATERALS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 8 (TECHNICAL SPECIFICATIONS FOR CONVEYANCE SYSTEMS) OF THE CLEAN WATER SERVICES “DESIGN AND CONSTRUCTION STANDARDS”. 12.SANITARY LATERALS WILL BE 4” DIAMETER, GREEN IN COLOR AND HAVE A MINIMUM SLOPE OF 2.00% UNLESS OTHERWISE NOTED ON PLANS. 13.ALL SANITARY LATERALS SHALL BE STAMPED “S” IN THE CURB 14.THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH A ONE PIECE 2”X4” MARKER EXTENDING A MINIMUM 12” ABOVE THE GROUND WITH THE END PAINTED GREEN. ATTACH MAGNETIC TAPE ALONSIDE THE 2X4 MARKER (SEE DETAIL 290-ST) 15.ONLY STANDARD RISERS WILL PER PERMITTED ON ALL STORM AND SANITRAY MANHOLE IN PAVED AREAS STORM AND SANITARY SEWERS CONTINUED CITY OF TIGARD GENERAL CONDITIONS CITY OF TIGARD GENERAL CONDITIONS 1.THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. 2.THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. 3.TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 4.PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. 5.ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 6.ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 7.TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 8.PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. 9.HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED 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. UNLESS AUTHORIZED BY THE CITY ENGINEER. 10.TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE PAVED WITH AT LEAST 2” OF HOT MIX ASPHALT. 11.MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 12.THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 13.BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRECONSTRUCTION MEETING. 14.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 15.A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 16.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 17.THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 18.EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 19.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 20.EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 21.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. 22.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 23.A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 24.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 25.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. 26.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 26.THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) 27.THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. 29.EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. 34.BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. 35.(PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. 36.(PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. 102 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 0 - 1 0 2 ) C O V E R & N O T E S . d w g - S H E E T : 1 0 2 A p r 1 9 , 2 0 2 4 - 2 : 4 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA CONDITIONS OF APPROVAL RIVER TERRACE PARK PHASE 1 THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY SITE WORK: 1.PRIOR TO ANY SITE WORK FOR PHASE 1, THE PROJECT ARBORIST SHALL PERFORM A SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE CITY MANAGER OR DESIGNEE WITHIN ONE WEEK OF THE SITE INSPECTION. 2.THE PROJECT ARBORIST SHALL PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION IN PHASE 1, DOCUMENT COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN AND SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. 3.PRIOR TO ANY SITE WORK FOR PHASE 1, THE APPLICANT SHALL PROVIDE A FEE IN THE AMOUNT OF $8,758 FOR THE CITY’S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN OF 301 PLANTED TREES, AND ONE EXISTING STAND TO BE PRESERVED ($204 STAND OF TREES +$154 FIRST TREE + $8,400 ($28 X 300))= $8,758. THIS FEE WILL COVER THE ENTIRE DEVELOPMENT (PHASES 1, 2, AND 3). 4.PRIOR TO ANY SITE WORK FOR PHASE 1, THE APPLICANT MUST PROVIDE A TREE ESTABLISHMENT BOND IN THE AMOUNT OF $153,510 (301 PLANTED TREES X $510/TREE) IS REQUIRED. THIS BOND WILL COVER THE ENTIRE DEVELOPMENT (PHASES 1, 2, AND 3). 5.PRIOR TO ANY SITE WORK FOR PHASE 1, THE APPLICANT SHALL SUBMIT SOIL VOLUME PLAN TO DEMONSTRATE THE SOIL VOLUME STANDARD IS MET FOR PROPOSED STREET TREES. 6.PRIOR TO ANY SITE WORK FOR PHASE 1, THE APPLICANT SHALL OBTAIN ANNEXATION APPROVAL FROM WASHINGTON COUNTY AND METRO FOR EXTENSION OF THE CLEAN WATER SERVICES DISTRICT AND METRO SERVICE DISTRICT BOUNDARIES, RESPECTIVELY, TO INCLUDE THE SUBJECT PROPERTY. 7.PRIOR TO ANY SITE WORK FOR PHASE 1, THE APPLICANT MUST INCLUDE DESIGN FOR ALL RETAINING WALLS TO BE CONSTRUCTED WITHIN PHASE 1 WITH THE PFI SUBMITTAL. 8.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. SIX (6) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS MUST BE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY IMPROVEMENT PERMIT PLANS MUST CONFORM TO CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS, WHICH ARE AVAILABLE AT CITY HALL AND THE CITY’S WEB PAGE (WWW.TIGARD-OR.GOV). 9.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST SUBMIT THE EXACT LEGAL NAME, ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL OR CORPORATE ENTITY WHO WILL BE DESIGNATED AS THE “PERMITTEE”, AND WHO WILL PROVIDE THE FINANCIAL ASSURANCE FOR THE PUBLIC IMPROVEMENTS. FOR EXAMPLE, SPECIFY IF THE ENTITY IS A CORPORATION, LIMITED PARTNERSHIP, LLC, ETC. ALSO SPECIFY THE STATE WITHIN WHICH THE ENTITY IS INCORPORATED AND PROVIDE THE NAME OF THE CORPORATE CONTACT PERSON. FAILURE TO PROVIDE ACCURATE INFORMATION TO THE ENGINEERING DEPARTMENT WILL DELAY PROCESSING OF PROJECT DOCUMENTS. 10.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST PROVIDE A CONSTRUCTION VEHICLE ACCESS AND PARKING PLAN FOR APPROVAL BY THE CITY ENGINEER. THE PURPOSE OF THIS PLAN IS FOR PARKING AND TRAFFIC CONTROL DURING THE PUBLIC IMPROVEMENT CONSTRUCTION PHASE. ALL CONSTRUCTION VEHICLE PARKING MUST BE PROVIDED ON-SITE. NO CONSTRUCTION VEHICLES OR 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 INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. 11.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT’S CITY OF TIGARD PUBLIC FACILITY IMPROVEMENT PERMIT CONSTRUCTION DRAWINGS MUST INDICATE THAT STREET IMPROVEMENTS, INCLUDING TRAFFIC CONTROL DEVICES, MAILBOX CLUSTERS, CONCRETE SIDEWALKS, DRIVEWAY APRONS, CURBS, ASPHALTIC CONCRETE PAVEMENT, SANITARY SEWERS, STORM DRAINAGE, STREET TREES, STREETLIGHTS, AND UNDERGROUND UTILITIES MUST BE INSTALLED WITHIN THE INTERIOR SUBDIVISION STREETS. LOCAL STREETS MUST BE DESIGNED AND CONSTRUCTED TO LOCAL STREET STANDARDS. REQUIREMENTS PRIOR TO COMMENCING SITE IMPROVEMENTS FOR SPECIFIC STREETS ARE AS FOLLOWS: •SW POTOMAC/PERTH ROAD, A CITY NEIGHBORHOOD ROUTE, MUST BE SHOWN TO HAVE: -RIGHT-OF-WAY DEDICATION OF 58 FEET, MINIMUM, ADDITIONAL 8 FEET FOR SECTION OF ROADWAY WITH BIKE LANES AND PARKING -PAVEMENT WIDTH OF 36 FEET, 44 FEET WHERE PARKING IS INCLUDED -CONCRETE CURB OR CURB AND GUTTER AS NEEDED -SANITARY SEWER -STORM DRAINAGE -UNDERGROUND UTILITIES -5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP -STREET TREES, LIGHTING, STRIPING, SIGNS -TRAFFIC CONTROL DEVICES •YUKON/EVERTON STREET, 164TH AVENUE, SWALLOW TERRACE, 163RD AVENUE, 162ND AVENUE, 162ND TERRACE, MAYBELLE LANE, ROSLYN LANE, AND BLACKSTONE LANE, LOCAL RESIDENTIAL SKINNY STREETS, PER TDC FIGURE 18.810.4.B, MUST BE SHOWN TO HAVE: -RIGHT-OF-WAY DEDICATION OF 50 FEET MINIMUM -PAVEMENT WIDTH OF 28 FEET CURB TO CURB -CONCRETE CURB OR CURB AND GUTTER AS NEEDED -SANITARY SEWER -STORM DRAINAGE -UNDERGROUND UTILITIES -5-FOOT SIDEWALK WITH 5-FOOT PLANTER STRIP -STREET TREES, LIGHTING, STRIPING, SIGNS -TRAFFIC CONTROL DEVICES -PARKING ON BOTH SIDES OF THE STREET 12. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST SUBMIT PROFILES OF ALL STREETS WITH THEIR PERMIT APPLICATION(S). 13.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST SUBMIT A PRELIMINARY CERTIFICATION OF ADEQUATE SIGHT DISTANCE FOR EACH PUBLIC STREET INTERSECTION CREATED WITH THIS DEVELOPMENT, PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER, AS WELL AS A DETAILED LIST OF IMPROVEMENTS NECESSARY TO OBTAIN ADEQUATE INTERSECTION SIGHT DISTANCE. 14. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST PROVIDE VERIFICATION FROM CLEAN WATER SERVICES (CWS) THAT THE PROPOSED CWS SOUTH PUMP STATION WILL HAVE SUFFICIENT CAPACITY TO SERVE THIS DEVELOPMENT. 15. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST PROVIDE A FINAL GRADING PLAN SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN MUST DETAIL THE PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO INSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING DEPARTMENT. FOR SITUATIONS WHERE THE BACK PORTIONS OF LOTS DRAIN AWAY FROM A STREET AND TOWARD ADJACENT LOTS, APPROPRIATE PRIVATE STORM DRAINAGE LINES MUST BE PROVIDED TO SUFFICIENTLY CONTAIN, CONVEY AND TREAT RUNOFF FROM EACH LOT. 16.PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST INCORPORATE THE RECOMMENDATIONS FROM THE SUBMITTED GEOTECHNICAL REPORT BY GEODESIGN, DATED OCTOBER 24, 2016, INTO THE FINAL GRADING PLAN. THE GEOTECHNICAL ENGINEER MUST BE EMPLOYED BY THE APPLICANT THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD TO ENSURE THAT ALL GRADING, INCLUDING CUTS AND FILLS, ARE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN AND APPENDIX J OF THE OREGON STRUCTURAL SPECIALTY CODE. 17. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE DESIGN ENGINEER MUST INDICATE ON THE GRADING PLAN WHICH LOTS WILL HAVE NATURAL SLOPES BETWEEN 10 PERCENT AND 20 PERCENT, AS WELL AS LOTS THAT WILL HAVE NATURAL SLOPES IN EXCESS OF 20 PERCENT. THIS INFORMATION WILL BE NECESSARY IN DETERMINING IF SPECIAL GRADING INSPECTIONS AND/OR PERMITS WILL BE NECESSARY WHEN THE LOTS DEVELOP. 18. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE FINAL CONSTRUCTION PLANS MUST BE SIGNED BY THE GEOTECHNICAL ENGINEER TO ENSURE THAT THEY HAVE REVIEWED AND APPROVED THE PLANS. THE GEOTECHNICAL ENGINEER MUST ALSO SIGN THE AS-BUILT GRADING PLAN AT THE END OF THE PROJECT. 19. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS MUST BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. 20. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST PROVIDE AN EROSION CONTROL PLAN THAT INCLUDES ALL ON AND OFF SITE WORK CONFORMING TO THE “CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL” (CURRENT EDITION) AS PART OF THE PFI PERMIT DRAWINGS. 21. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT MUST OBTAIN A 1200-C GENERAL PERMIT ISSUED THROUGH THE CITY OF TIGARD PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 22. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, ANY EXTENSION OF PUBLIC WATER LINES MUST BE SHOWN ON THE PROPOSED PFI PERMIT CONSTRUCTION AND MUST BE REVIEWED AND APPROVED BY THE CITY AS A PART OF THE ENGINEERING DEPARTMENT PLAN REVIEW. NOTE: AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST WILL BE ASSESSED PRIOR TO APPROVAL OF THE CITY OF TIGARD’S PFI PERMIT. 23. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT’S PFI DRAWING SET MUST SHOW A 16-INCH WATER MAIN IN SW 164TH AVENUE AND SW POTOMAC/PERTH ROAD EAST TO SW 161ST AND SOUTH TO THE SOUTHERN PROPERTY BOUNDARY. THE APPLICANT MAY APPLY FOR SDC WATER CREDITS FOR THE DIFFERENCE IN COST BETWEEN A 12- INCH LINE AND THE 16-INCH LINE FOR UPSIZING. 24. PRIOR TO COMMENCING SITE IMPROVEMENTS FOR PHASE 1, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN APPROVAL FROM TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FOR FIRE FLOW, HYDRANT PLACEMENT AND ACCESS PRIOR TO ISSUANCE OF THE CITY OF TIGARD’S SITE PERMIT. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO FINAL PLAT APPROVAL: 25. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT MUST RECORD THE MINOR LAND PARTITION WITH WASHINGTON COUNTY AND SUBMIT A COPY OF THE RECORDED SURVEY MAPS AND DEEDS. EVIDENCE THE PROPOSED PLAT HAS BEEN RECORDED MUST BE SUBMITTED TO THE CITY WITHIN 15 DAYS OF RECORDING, WHICH MUST BE COMPLETED PRIOR TO FINAL PLAT OF THE SUBDIVISION. 26. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, SUBMIT A REVISED PARKING PLAN TO REFLECT ANY CHANGES DUE TO HYDRANT PLACEMENT PER TUALATIN VALLEY FIRE AND RESCUE. 27. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT MUST OBTAIN WASHINGTON COUNTY FACILITIES PERMIT FOR CONSTRUCTION WORK IN COUNTY RIGHTS OF WAY.THE APPLICANT’S WASHINGTON COUNTY FACILITIES PERMIT MUST CONTAIN: ••CONSTRUCTION DRAWINGS FOR WORK WITHIN THE COUNTY RIGHT OF WAY TO EXTEND SW 161ST AND SW 164TH AVENUES SOUTH TO SERVE THE DEVELOPMENT. THE APPLICANT MUST COMPLY WITH THE RECOMMENDED CONDITIONS BY WASHINGTON COUNTY LUT, DATED FEBRUARY 14, 2017. 28. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT MUST PAY AN ADDRESSING FEE FOR ADDRESSES WITHIN PHASE 1 IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. (STAFF CONTACT: OSCAR CONTRERAS, 503-718-2687). 29. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, ALL PUBLIC INFRASTRUCTURE IMPROVEMENTS APPROVED AND DIRECTED IN THE PFI PERMIT FOR PHASE 1 MUST BE CONSTRUCTED, COMPLETED AND/OR SATISFIED. 30. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT MUST PREPARE CONDITIONS, COVENANTS AND RESTRICTIONS (CC&R’S) FOR THIS PROJECT, TO BE RECORDED WITH THE FINAL PLAT, THAT CLEARLY LAYS OUT A MAINTENANCE PLAN AND AGREEMENT FOR THE PROPOSED PRIVATE STREETS, PATHWAYS AND OPEN SPACE TRACTS. THE STREET LIGHTS REQUIRED FOR PRIVATE STREETS AND PATHWAYS MUST BE MAINTAINED AND PAID FOR BY THE HOA AND METERED SEPARATELY FROM THE PUBLIC STREET LIGHT SYSTEM. THE CC&R’S MUST OBLIGATE THE PRIVATE PROPERTY OWNERS WITHIN THE SUBDIVISION TO CREATE A HOMEOWNER’S ASSOCIATION TO ENSURE REGULATION OF MAINTENANCE FOR THE STREET(S) AND ALLEYS. THE APPLICANT MUST SUBMIT A COPY OF THE CC&R’S TO THE ENGINEERING DEPARTMENT (OSCAR CONTRERAS) PRIOR TO APPROVAL OF THE FINAL PLAT. 31. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT MUST DEMONSTRATE THAT THEY HAVE FORMED AND INCORPORATED A HOMEOWNER’S ASSOCIATION. 32. PRIOR TO FINAL PLAT APPROVAL FOR PHASE 1, THE APPLICANT’S FINAL PLAT MUST CONTAIN STATE PLANE COORDINATES [NAD 83 (91)] ON TWO MONUMENTS WITH A TIE TO THE CITY’S GLOBAL POSITIONING SYSTEM (GPS) GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS MUST BE ON THE SAME LINE AND MUST BE OF THE SAME PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY (PER ORS 92.050). ALONG WITH THE COORDINATES, THE PLAT MUST CONTAIN THE SCALE FACTOR TO CONVERT GROUND MEASUREMENTS TO GRID MEASUREMENTS AND THE ANGLE FROM NORTH TO GRID NORTH. THESE COORDINATES CAN BE ESTABLISHED BY: •GPS TIE NETWORKED TO THE CITY’S GPS SURVEY. •BY RANDOM TRAVERSE USING CONVENTIONAL SURVEYING METHODS. FINAL PLAT APPLICATION SUBMISSION REQUIREMENTS ARE AS FOLLOWS: A.SUBMIT FOR CITY REVIEW FOUR (4) PAPER COPIES OF THE FINAL PLAT PREPARED BY A LAND SURVEYOR LICENSED TO PRACTICE IN OREGON, AND NECESSARY DATA OR NARRATIVE. •FINAL PLAT AND DATA/NARRATIVE MUST BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY THE OREGON REVISED STATUTES (ORS 92.050), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD. •FINAL PLAT MUST SHOW THE RIGHT-OF-WAY DEDICATION FOR ALL PUBLIC STREETS. •SUBDIVISION PLATS WILL INCLUDE SIGNATURE LINES FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR. •PARTITION PLATS WILL INCLUDE A SIGNATURE LINE CITY ENGINEER. NOTE:WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY RECEIVE NOTICE FROM THE CITY OF TIGARD ENGINEERING DEPARTMENT INDICATING THAT THE CITY HAS REVIEWED THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT’S SURVEYOR. AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE MYLAR OF THE FINAL PLAT FOR CITY ENGINEER SIGNATURE (FOR PARTITIONS), OR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES (FOR SUBDIVISIONS). SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNING/ENGINEERING PERMIT TECHNICIANS, AT 503-718-2421). THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING PERMITS: 33. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST PROVIDE THE PLANNING DEPARTMENT WITH A PAPER COPY OF THE RECORDED FINAL PLAT FOR PHASE 1. 34. UNLESS EXPRESSLY PROVIDED OTHERWISE IN THIS APPROVAL, THIS PROPOSED DEVELOPMENT IS CONDITIONED ON THE APPLICANT FULLY COMPLYING WITH THE PLANS, SPECIFICATIONS AND COMMITMENTS SET FORTH IN THE APPLICATION DATED AND RECEIVED BY THE CITY JANUARY 18, 2017 AND ALL RELATED SUBMITTALS. 35. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST PROVIDE THE ENGINEERING DEPARTMENT WITH A PAPER COPY OF THE RECORDED FINAL PLAT. 36. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST SUBMIT AND OBTAIN APPROVAL OF A CONSTRUCTION ACCESS AND PARKING PLAN FOR THE HOME BUILDING PHASE.. 37. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST SUBMIT A FINAL CONSTRUCTION SUPERVISION REPORT PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER. 38. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE CITY ENGINEER MUST DEEM THE PUBLIC IMPROVEMENTS SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION MUST BE WHEN: 1) ALL UTILITIES ARE INSTALLED AND INSPECTED FOR COMPLIANCE, INCLUDING FRANCHISE UTILITIES, 2) ALL LOCAL RESIDENTIAL STREETS MUST BE FULLY PAVED, 3) ANY OFF-SITE STREET AND/OR UTILITY IMPROVEMENTS ARE SUBSTANTIALLY COMPLETED, AND 4) ALL PUBLIC STREET LIGHTS ARE INSTALLED AND READY TO BE ENERGIZED. (NOTE: THE CITY APART FROM THIS CONDITION AND IN ACCORDANCE WITH THE CITY’S MODEL HOME POLICY, MAY ISSUE MODEL HOME PERMITS). 39. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST PROVIDE THE CITY WITH AS-BUILT DRAWINGS OF THE PUBLIC IMPROVEMENTS AS FOLLOWS: 1) PAPER, 2) AN ELECTRONIC COPY, AND 3) THE AS-BUILT DRAWINGS MUST BE TIED TO THE CITY’S GPS NETWORK. THE APPLICANT’S ENGINEER MUST PROVIDE THE CITY WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE PLANE COORDINATES, REFERENCED TO NAD 83 (91). AS BUILT SUBMITTAL MUST INCLUDE AN ACROBAT (***.PDF) FILE, ONE 11X17 PAPER COPY AND THE ELECTRONIC POINT FILE AS STATE ABOVE AND SHOWN IN THE EXAMPLE BELOW. EXCEL SPREADSHEET/POINT DATABASE FILE EXAMPLE: “FEATURE”; “TYPE”; “XCOORD”; “YCOORD”; “ZCOORD”: “SSMH02”; “MH”; “7456892.234”; “6298769.879”; “192.45” “WV03”, “WV”, “7456956.654”, “6298723.587”, “214.05 40. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR PHASE 1, THE APPLICANT MUST PROVIDE INTERSECTION SIGHT DISTANCE CERTIFICATION MEETING WASHINGTON COUNTY STANDARDS. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO ISSUANCE OF BUILDING OCCUPANCY: 41. PRIOR TO ISSUANCE OF OCCUPANCY FOR PHASE 1, THE APPLICANT MUST HAVE APPROVAL FROM CWS TO CONNECT TO AN OPERABLE PUMP STATION. CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL TAX LOT 400 TAX MAP 2S108CB BUILDING TO REMAIN PAVEMENT TO BE REMOVED GRAVEL TO BE REMOVED APPROXIMATE LOCATION OF 10' WIDE EASEMENT FOR ELECTRICAL AND TELEPHONE LINES TO BENEFIT PORTLAND GENERAL ELECTRIC SURVEYED SIGNIFICANT TREE GROVE SURVEYED SIGNIFICANT TREE GROVE SEPTIC SYSTEM TO BE ABANDONED AFTER ALTERNATE SERVICE ESTABLISHED 20' ROAD AND UTILITY EASEMENT PER DOCUMENT NO. 2014-076508 TO BENEFIT TAX LOT 3000 EXISTING FENCE TO BE REMOVED ROAD AND UTILITY EASEMENT PER DOCUMENT NO. 2001-023276, 2001-023277, AND 2001-023278 TO BENEFIT MARTIN AND DRESSEL SITE BOUNDARY EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING UTILITY POLE AND GUY WIRE TO BE REMOVED EXISTING UTILITY POLE & OVERHEAD LINES TO BE REMOVED ONCE PERMANENT UNDERGROUND POWER & COMMUNICATION LINES INSTALLED EXISTING UTILITY POLE TO BE REMOVED EXISTING UTILITY POLE AND GUY WIRE TO BE REMOVED EXISTING OVERHEAD POWER LINE TO BE REMOVED EXISTING OVERHEAD POWER LINE TO BE REMOVED EXISTING UTILITY POLE AND GUY WIRE TO BE REMOVED EXISTING STORM LINE TO BE REMOVED 25.00' TEMPORARY ACCESS AND UTILITY EASEMENT PER DOCUMENT NO. 2016-085344 50.00' TEMPORARY SEPTIC EASEMENT PER DOCUMENT NO. 2016-085344 EXISTING WATER SERVICE TO REMAIN EXISTING WATER SERVICE TO REMAIN EXISTING INLETS TO REMAIN EXISTING BARRICADES TO BE REMOVED EXISTING SIGNAGE TO BE REMOVED EXISTING LIGHT POLE TO REMAIN PHASE 1 BOUNDARY EXISTING DRIVEWAY TO REMAIN EXISTING PAVEMENT TO BE REMOVED EXISTING GATE TO BE REMOVED S W 1 6 1 S T A V E SW EVERT O N S T EXISTING SS & SD MANHOLES TO REMAINEXISTING DRIVEWAY TO REMAIN EXISTING GRAVEL DRIVEWAY TO BE REMOVED AFTER ALTERNATE ACCESS ESTABLISHED EXISTING MANHOLES TO REMAIN XSD S S SC S XSS W W W EXISTING SS, SD & WATER TO REMAIN SW EVERTON ST EXISTING WETLAND TO BE FILLED PER WAC #2021-526 EXISTING STORM DRAIN TO BE REMOVED EXISTING WETLANDS TO REMAIN TAX LOT 500 TAX MAP 2S108CB TAX LOT 100 TAX MAP 2S108CB TAX LOT 200 TAX MAP 2S108CB SIGNIFICANT TREE GROVE SURVEYED 3 3 0 34 0 3 5 0 3 6 0 3 7 0 3 8 0 3 9 0 4 0 0 41 0 4 2 0 4 3 0 3 2 6 3 2 8 3 3 2 33 4 3 3 6 3 3 8 34 2 34 4 3 4 6 3 4 8 3 5 2 3 5 4 3 5 6 3 5 8 3 6 2 3 6 4 3 6 6 3 6 8 3 7 2 3 7 4 3 7 6 3 7 8 3 8 2 3 8 4 3 8 6 3 8 8 3 9 2 3 9 4 3 9 6 3 9 8 4 0 2 4 0 4 4 0 6 4 0 8 41 2 41 4 41 6 4 1 8 418 4 1 8 4 2 2 4 2 4 4 2 6 4 2 8 4 3 2 4 3 4 43 6 438 30 0 31 0 32 0 330 34 0 35 0 3 6 0 3 7 0 3 8 0 3 9 0 4 0 0 4 1 0 42 0 43 0 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 31 2 31 4 31 6 31 8 32 2 32 4 32 6 32 8 332332332 334 336 33 8 34 2 34 4 34 6 34 8 35 2 35 4 35 6 358 3 6 2 3 6 4 3 6 6 3 6 8 3 7 2 3 7 4 3 7 6 3 7 8 3 8 2 3 8 4 3 8 6 3 8 8 3 9 2 3 9 4 3 9 6 3 9 8 4 0 2 4 0 4 4 0 6 4 0 8 4 1 2 4 1 4 4 1 6 4 1 8 4 2 2 4 2 4 42 6 4 2 8 4 3 2 4 3 4 103 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 3 ) E X C O N . d w g - S H E E T : 1 0 3 A p r 1 9 , 2 0 2 4 - 2 : 4 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA EXISTING CONDITIONS & DEMO PLAN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 60 FEET 60 30 6000 EX AIR RELEASE VALVE EX BLOW-OFF EX WATER VALVE EX WATER METER EX FIRE HYDRANT EX STORM CLEANOUT EX AREA DRAIN EX SANITARY CLEANOUT EX STORM MANHOLE EX SANITARY MANHOLE EX GAS VALVE EX CABLE RISER EX TELEPHONE RISER DYH EXISTING FENCEX EX TREES EX LIGHT POLE S C S D EX CURB INLET TEX BURIED POWER LINE EX GAS LINE EX WATER LINE EX STORM DRAIN EX SANITARY SEWEREASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE LEGEND EX 2-FOOT CONTOURS EX 10-FOOT CONTOURS EXISTING RIGHT-OF-WAY EXISTING CENTERLINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE EXISTING SIDEWALK EXISTING PAVEMENT EXISTING GRAVEL EXISTING BUILDING EXISTING WETLAND EXISTING WETLAND BUFFER EXISTING WATERS 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 38+17 25+00 26+00 27+00 28+00 29+00 30 + 0 0 3 1 + 0 0 32+0 0 33+00 34+00 35+00 36+00 37+00 38+00 31+00 32+00 33+00 34+00 35+00 36+00 36+61 L4 L1 C1 C2 L2 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 10 19 9 12 C3 L3 TRACT B TRACT A RIVER TERRACE PARK PHASE 2 PHASE 1 BOUNDARY PHASE 3 BOUNDARY RIVER TERRACE PARK PHASE 3 B3 B B1B1 A A LINE TABLE LINE # L1 L2 L3 L4 LENGTH 513.25' 316.81' 533.75' 352.45' BEARING N0° 26' 59"W N0° 06' 20"E N89° 53' 32"E N89° 33' 01"E CURVE TABLE CURVE # C1 C2 C3 RADIUS 166.00' 166.00' 166.00' LENGTH 19.43' 21.04' 65.21' CHORD DIRECTION N3° 48' 09"W N3° 31' 29"W N78° 38' 16"E 104 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 4 ) S I T E . d w g - S H E E T : 1 0 4 A p r 1 9 , 2 0 2 4 - 2 : 4 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SITE PLAN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 60 FEET 60 30 6000 EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY PROPOSED SIDEWALK PROPOSED A.C. PAVING LEGEND PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK PROPOSED CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED HANDICAP RAMP PROPOSED PUBLIC UTILITY EASEMENT PROPOSED BUILDING SETBACK PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE XX PROPOSED STREET SECTION, SEE SHEET 105 GENERAL NOTE: FOR LINE AND CURVE INFORMATION, SEE TABLES THIS SHEET PROPOSED GRAVEL SW PERTH RD NEIGHBORHOOD ROUTEA 2.50 TRAVEL 14' SW 5' 50' R.O.W. 28' PAVEMENT LC RW P.U.E. 6' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.10' 0.5' 2.50 SW PARKING 7'5' RW P.U.E. 6' PLANT. 5' 5:1 MA X . TC CL 0.10' 0.5' 2.50 TRAVEL 24' SWBIKE 6'5' 58' R.O.W. 36' PAVEMENT LC RW P.U.E. 8' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.00' 0.5' SW BIKE 6' RW P.U.E. 8' PLANT. 5' 5:1 MAX .TC CL 0.83' 0.5' 5' PAVEMENT SECTION NOT TO SCALE COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR BASE ROCK BASE 95% OF MODIFIED PROCTOR ASTM D1557 SEE PAVEMENT SECTION TABLE DENSE GRADED HMAC ALL COURSES COMPACTED TO 92% MAMD SEE PAVEMENT SECTION TABLE WET WEATHER SECTION: 6" OVER-EXCAVATION TO ACCOMMODATE A WORKING SUBBASE OF ADDITIONAL 1-1/2"-0 CRUSHED ROCK. MIRAFI 500X GEOTEXTILE FABRIC OR EQUIV. SHALL BE PLACED ON SUBGRADE PRIOR TO ROCK. SW 164TH AVE LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION PARKING ON BOTH SIDES (CROWNED PAVEMENT)B 0.5'0.5'0.5'0.5' 2.50 1 105 2 105 ALLEYD PAVEMENT SECTION 3 105 MOUNTABLE CURB TYPE 'B' SEE DETAIL, SHEET D202. MOUNTABLE CURB TYPE 'A' SEE DETAIL, SHEET D202. TC=CL+0.46 TC=CL+0.01 0.5'0.5' PUE 3'19' PAVEMENT 2.50 PUE 3' 20' R.O.W. PARKING 7' SW EVERTON ST LOCAL RESIDENTIAL CITY OF TIGARD PARKING ON BOTH SIDESB1 2.50 SWPARK 7'5' 54' R.O.W. 32' PAVEMENT RW PUE 8' PLANT. 5' 2.50 RW PUE 8' PLANT. 5' SW 5' 1 105CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX . 5:1 MAX. TC CL 0.05'TC CL 0.05' PARK 7' 0.5'0.5' 0.5'0.5' NOT TO SCALE TRAVEL 9' LC TRAVEL 9' TRAVEL 14' SW 5' 50' R.O.W. 28' PAVEMENT LC RW P.U.E. 6' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.73' 0.5' 2.50 SW PARKING 7'5' RW P.U.E. 6' PLANT. 5' 5:1 MAX . TC CL 0.10' 0.5' SW 164TH AVE LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION PARKING ON BOTH SIDES (PAVEMENT SHED LEFT)B3 0.5'0.5' 1 105 PARKING 7' 2.50 CONCRETE CURB & GUTTER PER ADVERSE GUTTER DETAIL, SHEET D2.01. CONCRETE CURB & GUTTER PER ADVERSE GUTTER DETAIL, SHEET D2.01. NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 105 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 5 ) S T R E E T S E C T I O N S . d w g - S H E E T : 1 4 6 0 0 4 . ( 1 0 5 ) S T R E E T S E C T I O N S A p r 1 9 , 2 0 2 4 - 2 : 4 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA STREET SECTIONS RIVER TERRACE PARK PHASE 1 PAVEMENT SECTION TABLE PAVEMENT BASE ROCK THICKNESS ROAD CLASSIFICATION HMAC CLASSIFICATION HMAC THICKENESS TOTAL (3/4"-0) LEVELING COURSE (1 1/2"-0) AGGREGATE BASE LOCAL (PROPOSED SECTION PER GEOTECHNICAL RECOMMENDATIONS) LEVEL 2, 1/2" DENSE 5" - TWO LIFTS 10"2"8" NEIGHBORHOOD ROUTE (PROPOSED SECTION PER GEOTECHNICAL RECOMMENDATIONS) LEVEL 2, 1/2" DENSE 7" - THREE LIFTS 12"2"10" 1 2 * 7" HMAC TO BE PLACED IN 3 LIFTS MINIMUM 10 19 9 12 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 D D C C B B A A 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 11 + 4 3 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+69 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+69 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 11 + 3 6 2:1 MAX 3:1 MAX 3:1 MAX 2:1 MAX 320 3 3 0 33 0 330 312 314 316 318 322 324 326 32 8 33 0 34 0 35 0 3 6 0 32 4 32 6 32 8 332 33 4 33 6 33 8 34 2 34 4 34 6 34 8 35 2 35 4 35 6 35 8 340 3 5 0 334 336 338 342 344 346 34 8 3 1 0 3 2 0 3 3 0 34 0 35 0 36 0 370 3 0 4 3 0 6 3 0 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 3 2 4 3 2 6 3 2 8 3 3 2 3 3 4 33 6 33 8 34 2 3 4 4 34 6 34 8 35 2 35 4 35 6 35 8 3 6 2 3 6 4 3 6 6 3 6 8 34 4 3 4 4 3 6 0 35 6 358 3 6 2 3 6 4 36 4 364 364 36 4 3 6 6 366 380 374 3 7 4 376378382384386 360 370 380 390 400 410 420 430 352352 354 356 358 362 364 366 368 372 374 376 378 382 384 386 388 392 394 396 398 402 404 406 408 412 414 416 418 422 424 426 428 432 434 436 438 410 420 40841241441641842 2 42 0 42 2 39 0 39 2 39 4 39 6 39 8 35 0 35 2 35 4 35 6 3 5 8 344 330 340 324 326328 332 334 336 338 3 1 0 3 2 0 3 3 0 30 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 3 2 4 3 2 6 3 2 8 32 4 32 6 32 8 42 0 41 6 41 8 3 9 0 38638 8 3 9 2 3 9 4 3 9 6 398 350 36 0 3 7 0 344346348 3 5 2 3 5 4 35 6 35 8 36 2 3 6 4 3 6 6 36 8 37 2 43 042242 2 4 2 2 4 2 4 42 6 42 8 43 2 43 4 43 6 438 3 5 0 36 0 37 0 3 8 0 39 0 400 40 0 400 41 0 42 0 430 35 2 354 35 6 35 8 36 2 3 6 4 3 6 6 36 8 37 2 37 4 3 7 6 3 7 8 3 8 2 38 4 38 6 38 8 39 2 39 4 39 6 398 402 4 0 4 4 0 6 40 8 41 2 41 4 41 6 41 8 422 424 426428 432 32 0 330 33 0 33 0 34 0 35 0 31 2 31 4 31 6 31 8 32 2 322 32 2 32 4 324 32 4 32 6 326 32 6 32 8 32 8 32 8 332 33 2 33 2 33 4 33 6 33 8 34 2 34 4 34 6 34 8 35 2 33 0 34 0 35 0 3 6 0 33 2 33 4 33 6 33 8 34 2 34 4 34 6 34 8 35 2 35 4 3 5 6 3 5 8 Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 51.00% Area 730051.18 142076.69 217594.21 Color 106 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 6 - 1 0 9 ) G R A D I N G P L A N . d w g - S H E E T : 1 0 6 A p r 2 4 , 2 0 2 4 - 2 : 1 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA GRADING PLAN RIVER TERRACE PARK PHASE 1 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 324 320 PROPOSED RETAINING WALL GRADING LIMITS 1.REFER TO SHEETS 107-109 FOR LOT SECTIONS A - D 2.REFER TO SHEET 110 FOR RETAINING WALL INFORMATION AND DETAILS 3.WALLS 5-24 TO BE DETAILED OUT WITH SEPARATE PERMIT GENERAL NOTES SCALE 1 INCH = 60 FEET 60 30 6000 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 LOT 2 SW 164TH AVENUE LOT 19 RIVER TERRACE PARK FUTURE PHASE 2 RIVER TERRACE PARK FUTURE PHASE 3 RIVER TERRACE PARK FUTURE PHASE 2 FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 107 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 6 - 1 0 9 ) G R A D I N G P L A N . d w g - S H E E T : 1 0 7 A p r 1 9 , 2 0 2 4 - 2 : 4 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA LOT SECTIONS RIVER TERRACE PARK PHASE 1 SECTION A-A HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' 300 310 320 330 340 350 360 370 300 310 320 330 340 350 360 370 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 SW PERTH ROAD LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 SW EVERTON STREET LOT 12RIVER TERRACE PARK FUTURE PHASE 2 FINISH GRADE, TYP. EXISTING GRADE, TYP. CAST-IN-PLACE RETAINING WALL FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT 280 290 300 310 320 330 340 350 360 370 380 390 280 290 300 310 320 330 340 350 360 370 380 390 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 RIVER TERRACE PARK FUTURE PHASE 2 FINISH GRADE, TYP. EXISTING GRADE, TYP. 3:1 MAX SLOPE 3:1 MAX SLOPE FUTURE DETENTION POND 2:1 MAX SLOPE 3:1 MAX SLOPE FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT 108 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 6 - 1 0 9 ) G R A D I N G P L A N . d w g - S H E E T : 1 0 8 A p r 1 9 , 2 0 2 4 - 2 : 4 8 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA LOT SECTIONS RIVER TERRACE PARK PHASE 1 SECTION B-B HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' SECTION C-C HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' 340 350 360 370 380 390 400 410 420 430 440 340 350 360 370 380 390 400 410 420 430 440 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 RIVER TERRACE PARK FUTURE PHASE 2 RIVER TERRACE PARK FUTURE PHASE 3 FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT FUTURE RETAINING WALL TO BE CONSTRUCTED UNDER SEPARATE PFI PERMIT 109 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 0 6 - 1 0 9 ) G R A D I N G P L A N . d w g - S H E E T : 1 0 9 A p r 1 9 , 2 0 2 4 - 2 : 4 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA LOT SECTIONS RIVER TERRACE PARK PHASE 1 SECTION D-D HORIZ SCALE: 1" = 60', VERT SCALE: 1" = 10' 10 19 9 12 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 320 3 3 0 33 0 330 312 314 316 318 322 324 326 32 8 3 3 0 34 0 35 0 3 6 0 32 4 3 2 6 3 2 8 3 3 2 334 33 6 33 8 34 2 34 4 34 6 34 8 35 2 35 4 35 6 35 8 340 3 5 0 334 336 338 342 344 346 34 8 3 1 0 3 2 0 3 3 0 34 0 3 0 4 3 0 6 3 0 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 3 2 4 3 2 6 3 2 8 3 3 2 3 3 4 3 3 6 33 8 34 2 34 4 3 3 0 3 4 0 3 5 0 32 8 3 3 2 3 3 4 33 6 3 3 8 3 4 2 3 4 4 3 4 6 3 4 8 3 1 0 3 2 0 3 3 0 30 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 3 2 4 3 2 6 3 2 8 35 0 3 6 0 34 2 34 4 34 6 34 8 35 2 35 4 3 5 6 3 5 8 32 4 32 6 32 8 W 1 CAST-IN-PLACE 317.01313.88301.81 TW FG'3.0 298.0 301.0 TW FG'6.0 302.0 308.0 TW FG'7.5 314.0 321.5 TW FG'11.0 317.0 328.0 TW FG'7.0 323.0 330.0 SW EVERTON ST SW PERTH RD SW 1 6 4 T H A V E TW FG'2.0 298.0 300.0 TW FG'9.0 325.0 334.0 GUARD RAIL MOUNTED TO TOP OF WALL 110 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 0 ) W A L L G R A D I N G . d w g - S H E E T : 1 1 0 A p r 1 9 , 2 0 2 4 - 2 : 4 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA WALL GRADING PLAN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 40 FEET 40 20 4000 FG FP TW FG = FINISH GRADE SURFACE TW = TOP OF WALL FP = FOOTPATH CIP = CAST-IN-PLACE ABBREVIATION LEGEND CIP: BOTTOM OF WALL, TOP OF WALL, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. EG 2-FT CONTOUR EG 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 324 320 LOCK N' LOAD WALL GRADING LIMITS CAST-IN-PLACE WALL PHASE 2 BOUNDARY FG FP TW 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 10 19 9 12 D SD S D S D S D S D S D S D S D SDS SC SS SS SS SS SS S S SS SS SS SS SS S S S S S S S S 5 0 4 5 0 4 PGE 5106 6 4 4 6 4 4 6 4 4 6 4 4 64 4 64 4 SDMH 2ASDMH 1E SDMH 1F SDMH 1D SDMH 1C SDMH 1BSDMH 1A SDMH 25A SSMH C2 SSMH C1 SSMH B3 SSMH D1 SSMH B2 SSMH EX U1 SSCO A3 SSMH B1 SSMH A2 SSMH A1 SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D S D S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S SS S S S S S S S S S S SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W WWWW WWWW W W W W W WWWWWWWWWWW W W W W W W W W W WWWW W W W W W W W W W W W W W W W W W W W W W W W SEE SHEET PUBLIC WATER 501 SSLN SEE SHEET PUBLIC A 401 SSLN SEE SHEET PUBLIC B 402 SSLN SEE SHEET PUBLIC D 402 SSLN SEE SHEET PUBLIC C 403 SEE SHEET PUBLIC WATER 501 SEE SHEET PUBLIC WATER 501 SC SC SC SC SC SC SSMH A4 W W W W W W W W W W WWW W WW SD SD SC SC SC SC SC SC SC SC S D SC SC SC SC SC SC SC SC SDSD SD S C SC SC SC SC S C SC SC SC SC SC SC SC SD SD SDSD SD S D S C SC SS SS S C SC SC SC SC SC SC S D SCSCSCSCSCSD SD W 111 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 1 ) C O M P U T I L . d w g - S H E E T : 1 1 1 A p r 2 4 , 2 0 2 4 - 2 : 1 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA COMPOSITE UTILITY PLAN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 50 FEET 50 25 5000 SW 1 6 3 R D A V E SW 1 6 4 T H A V E SW EVERTON STREET SW PERTH RD SW 1 6 2 N D A V E SW BLACKSTONE LN SW ROSLYN LN SW MAYBELLE LN SW 1 6 2 N D T E R SW S W A L L O W D R SW 1 6 1 S T A V E SW HAWK RIDGE RD REFER TO ENLARGED PLAN 2 PER SHEET 113 REFER TO ENLARGED PLAN 3 PER SHEET 114 REFER TO ENLARGED PLAN 1 PER SHEET 112 TREE GROVE PROTECTION FENCELINE EXISTING SIGNIFICANT TREE GROVE PROPOSED PHASE BOUNDARY 112 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 2 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 1 1 2 A p r 2 4 , 2 0 2 4 - 2 : 2 0 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA TREE PRESERVATION PLAN RIVER TERRACE PARK PHASE 1 I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. MORGAN E. HOLEN, PROJECT ARBORIST ISA BOARD CERTIFIED MASTER ARBORIST, PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO ARBORIST REPORT PREPARED BY MORGAN HOLEN FOR EXISTING TREE DATA 3.SEE SHEET 103 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 106-110 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS 111 FOR THE COMPOSITE UTILITY PLAN. 6.SEE SHEETS L1.01-L1.03 & L2.01-L2.02 FOR LANDSCAPE PLAN. PROPOSED TO REMAIN. NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! A.TREE PROTECTION SPECIFICATIONS 1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. 2.PROTECTION FENCING. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING AS APPROVED BY THE PROJECT ARBORIST, SEE TREE PROTECTION DETAIL THIS SHEET. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ.. 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE TREES RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. 5.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. 6.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST. 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. 9.POST CLEARING EVALUATION. THE PROJECT ARBORIST SHALL VISIT THE SITE AT THE TIME OF CLEARING TO RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE CITY'S REVIEW AND APPROVAL. 10.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES. CRITICAL ROOT ZONE (NOT TO SCALE) TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET 5' WELDED WIRE FENCING. MINIMUM 14-GAUGE SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS 1 INCH 100 FEET 100 50 100 SCALE 0 TREE PROTECTION PLAN EXISTING STREET GRAVEL EXISTING STREET PAVEMENT EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS EXISTING WETLAND TO REMAIN TREE NUMBER REFER TO ARBORIST REPORT PREPARED BY MORGAN HOLDEN FOR EXISTING TREE DATA 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1,SHEET 111 EXISTING WETLAND BUFFER TO REMAIN PROPOSED WETLAND BUFFER MITIGATION PROPOSED TREE PROTECTION FENCE EXISTING SIGNIFICANT TREE GROVE S D 7190571906 7190771916 71917 71925 71926 71927 71928 71929 71930 71931 71932 71933 71935 71936 71937 71938 71939 71940 71941 71956 72000 72006 72007 72009 72016 72017 72018 72019 72020 72021 72022 72023 72024 72025 72026 72027 72028 72029 72056 72058 72059 72062 72063 72064 72065 72068 72069 72070 72071 72073 7207472075 72076 72077 72081 72082 72083 72084 72085 72184 72185 72186 72187 72188 72189 72190 72192 72228 72230 72231 72247 72248 72249 72250 72251 722527225372254 7225572256 72258 72259 72260 72262 72263 72264 72265 72266 72267 72268 72269 72270 72271 72273 72274 72275 72276 72277 72278 72279 72280 72281 72282 72283 72284 72285 72286 72287 72288 7228972290 72291 72292 72293 72294 72295 72296 72297 72298 72299 72300 72301 72302 72303 72304 72305 72306 72307 72308 72309 72310 72311 72312 72313 72314 72315 72316 72317 72318 72319 72320 72321 72322 72323 72324 72325 72326 72327 72337 72338 72340 72342 72343 72344 72346 72549 72551 72553 72554 72555 72556 72557 72558 72559 72560 72561 72562 72563 72564 72565 72566 72567 72569 72572 72573 72574 72575 72606 72072 72272 72183 72193 72220 72221 72222 72223 72225 72226 72227 72229 72232 72233 72234 72235 72236 72237 72238 72239 72240 72241 72242 72243 72244 72245 72246 72261 72191 72257 TREE GROVE PROTECTION FENCELINE CIP WALL FOOTING INSTALL ORANGE CONSTRUCTION FENCING FOR TREE PROTECTION WITHIN THE TREE GROVE 113 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 2 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 1 1 3 A p r 1 9 , 2 0 2 4 - 2 : 5 0 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 1 INCH 30 FEET 30 15 30 SCALE 0 ENLARGED TREE PROTECTION PLAN TREE PRESERVATION PLAN EXISTING STREET GRAVEL EXISTING STREET PAVEMENT EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS EXISTING WETLAND TO REMAIN TREE NUMBER REFER TO ARBORIST REPORT PREPARED BY MORGAN HOLDEN FOR EXISTING TREE DATA 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1,SHEET 111 EXISTING WETLAND BUFFER TO REMAIN PROPOSED WETLAND BUFFER MITIGATION PROPOSED TREE PROTECTION FENCE EXISTING SIGNIFICANT TREE GROVE PROPOSED CONSTRUCTION FENCE 72276 72277 72280 72281 72282 72283 72284 72292 72293 72294 72295 72302 72303 72304 72306 72307 72308 72309 72310 72318 72319 72320 72324 72325 72326 72327 72328 72446 72450 72451 72452 72453 72454 72464 72465 72466 72467 72468 72469 72470 72471 72472 72473 72474 72476 72516 72517 72518 72519 72520 72521 72522 72523 72524 72525 72526 72527 72528 72529 72530 72531 72532 72533 72534 72535 72536 7253872539 72540 72541 72542 72543 7254472545 72546 72547 72548 72549 72550 72551 72552 72553 72554 72555 72556 72557 72559 72600 72601 72602 7260372604 72605 72608 114 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 2 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 1 1 4 A p r 1 9 , 2 0 2 4 - 2 : 5 1 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 1 INCH 30 FEET 30 15 30 SCALE 0 ENLARGED TREE PROTECTION PLAN TREE PRESERVATION PLAN EXISTING STREET GRAVEL EXISTING STREET PAVEMENT EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS EXISTING WETLAND TO REMAIN TREE NUMBER REFER TO ARBORIST REPORT PREPARED BY MORGAN HOLDEN FOR EXISTING TREE DATA 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1,SHEET 111 EXISTING WETLAND BUFFER TO REMAIN PROPOSED WETLAND BUFFER MITIGATION PROPOSED TREE PROTECTION FENCE EXISTING SIGNIFICANT TREE GROVE PROPOSED CONSTRUCTION FENCE 72415 72416 72417 72418 72421 72422 72423 72424 72425 72426 72427 72428 72429 72432 72433 72434 72435 72436 72437 7243872439 72440 72444 72445 72450 72451 72452 72453 72498 72499 72500 72501 72502 72503 72504 72505 7250672507 72508 72509 72510 72512 72513 72514 72515 72516 72517 72518 72608 72609 72511 115 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 2 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 1 1 5 A p r 1 9 , 2 0 2 4 - 2 : 5 1 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 1 INCH 30 FEET 30 15 30 SCALE 0 ENLARGED TREE PROTECTION PLAN TREE PRESERVATION PLAN EXISTING STREET GRAVEL EXISTING STREET PAVEMENT EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS EXISTING WETLAND TO REMAIN TREE NUMBER REFER TO ARBORIST REPORT PREPARED BY MORGAN HOLDEN FOR EXISTING TREE DATA 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1,SHEET 111 EXISTING WETLAND BUFFER TO REMAIN PROPOSED WETLAND BUFFER MITIGATION PROPOSED TREE PROTECTION FENCE EXISTING SIGNIFICANT TREE GROVE PROPOSED CONSTRUCTION FENCE 504 504 PG E 51 0 6 6 4 4 6 4 4 644 644 6 4 4 6 4 4 W D XS D W W W D D XS D S S S C S XS S X S S D D D D D D D D SD SD SDSDSDSDSDSDSDSDSD SD SD S S C S SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SSSS SSSSSSSS PHASE 1 BOUNDARY SANITARY SEWER EASEMENT TO CWS PROPOSED PUBLIC UTILITY EASEMENTS S S TRACT B TRACT A 14 13 1118171615 1 87 20 65432 10 19 9 12 SANITARY SEWER EASEMENT TO CWS SS SS W W W S C S C SD S C S C S C S C S C S C S C SD SD D D D D S C S C S C S C S C D D D D S C D S C SD SD SDSDSDSDSDSDSD SD SD SD SS SS SSSSSSSSSSSSSS SD N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 1 1 6 ) U T I L I T I E S & C W S E A S E M E N T S . d w g - S H E E T : 1 1 6 A p r 1 9 , 2 0 2 4 - 2 : 5 1 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA UTILITY & CWS EASEMENTS RIVER TERRACE PARK PHASE 1 1 INCH 40 FEET 40 20 40 SCALE 0 PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED FIRE HYDRANT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE PROPOSED WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES H Y D D S LEGEND XSD SS W XSS SD S C D 116 504 504 PG E 51 0 6 6 4 4 6 4 4 644 644 6 4 4 6 4 4 SD S D S D S D S D S D S D S D S D S D SD SD S S SS SS SS SS SS S S S S S S SS SS S S S S S S S S S S S S 14 13 1118171615 1 8765432 10 19 9 12 3 1 + 0 0 32 + 0 0 25 + 0 0 26 + 0 0 1+002+003+004+005+006+007+00 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. (TYP) (TYP)(TYP) SITE BOUNDARY WASHINGTON COUNTY IMPROVEMENTS UNDER SEPARATE FACILITIES PERMIT 1 1 122 2 2 2 3 3 3 4 5 5 W W W W W W W W W W W W W W W W W W W W TRAVEL 14' SW 5' 50' R.O.W. 28' PAVEMENT LC RW P.U.E. 6' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.73' 0.5' 2.50 SW PARKING 7'5' RW P.U.E. 6' PLANT. 5' 5:1 MA X . TC CL 0.10' 0.5' SW 164TH AVE LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION PARKING ON BOTH SIDES (PAVEMENT SHED LEFT)B3 0.5'0.5' 1 105 PARKING 7' 2.50 CONCRETE CURB & GUTTER PER ADVERSE GUTTER DETAIL, SHEET D2.01. NOT TO SCALE 290 300 310 320 330 340 350 360 290 300 310 320 330 340 350 360 0+751+002+003+004+005+006+007+00 10. 3 2 % 1.00% 1.50%-1.50% -1.00% -3.90% 2.50% 2.47% -2.53% 2.50%-2.46% 2.50% 1.50% 2.50% PV I S T A = 4 + 9 2 . 2 3 EL E V = 3 3 0 . 6 6 PV I S T A = 1 + 1 6 . 5 0 EL E V = 3 0 8 . 9 1 PV I S T A = 5 + 4 7 . 4 6 EL E V = 3 3 1 . 2 6 PV I S T A = 5 + 1 8 . 4 6 EL E V = 3 3 1 . 2 7 PV I S T A = 5 + 6 8 . 7 3 EL E V = 3 3 0 . 7 4 PV I S T A = 1 + 3 7 . 3 0 EL E V = 3 0 9 . 4 3 PVI STA: 3+65.57 PVI ELEV: 329.40 K: 20.00 LVC: 186.36 BV C S : 2 + 7 2 . 3 9 BV C E : 3 1 9 . 7 8 EV C S : 4 + 5 8 . 7 5 EV C E : 3 3 0 . 3 3 PVI STA: 6+25.16 PVI ELEV: 330.15 K: 20.00 LVC: 58.00 BV C S : 5 + 9 6 . 1 6 BV C E : 3 3 0 . 4 4 EV C S : 6 + 5 4 . 1 6 EV C E : 3 2 9 . 0 2 PVI STA: 1+82.50 PVI ELEV: 310.51 K: 9.00 LVC: 70.36 BV C S : 1 + 4 7 . 3 1 BV C E : 3 0 9 . 6 3 EV C S : 2 + 1 7 . 6 8 EV C E : 3 1 4 . 1 4 ST A = 5 + 3 2 . 9 6 ( 1 6 4 T H ) EL E V = 3 3 1 . 6 3 ST A = 3 1 + 9 9 . 3 9 ( E V E R T O N ) IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( 1 6 4 T H ) EL E V = 3 0 8 . 5 0 ST A = 2 5 + 8 4 . 2 5 ( P E R T H ) IN T E R S E C T I O N ST A = 6 + 7 0 . 2 1 ( 1 6 4 T H ) EL E V = 3 2 8 . 3 9 BE G I N C O N S T R U C T I O N 5.00' PROPOSED ADA CROSSING 1.5% CROSS SLOPE 5.00' PROPOSED ADA CROSSING 1.5% CROSS SLOPE 5.00' PROPOSED ADA CROSSING 1.5% CROSS SLOPE FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE DRIVEWAY STATIONS LOT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 STREET STATION 6+27.55 (164TH), 14.00' LT 5+97.19 (164TH), 14.00' LT 4+65.55 (164TH), 14.00' LT 4+35.55 (164TH), 14.00' LT 3+90.55 (164TH), 14.00' LT 3+45.55 (164TH), 14.00' LT 3+00.55 (164TH), 14.00' LT 2+55.55 (164TH), 14.00' LT 2+10.55 (164TH), 14.00' LT 1+66.00 (164TH), 14.00' LT 1+66.00 (164TH), 14.00' RT 2+10.26 (164TH), 14.00' RT 2+55.26 (164TH), 14.00' RT 3+00.26 (164TH), 14.00' RT 3+45.26 (164TH), 14.00' RT 3+90.26 (164TH), 14.00' RT 4+35.26 (164TH), 14.00' RT 4+65.26 (164TH), 14.00' RT WIDTH 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' 16.25' KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 2.50 TRAVEL 14' SW 5' 50' R.O.W. 28' PAVEMENT LC RW P.U.E. 6' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.10' 0.5' 2.50 SW PARKING 7'5' RW P.U.E. 6' PLANT. 5' 5:1 MA X . TC CL 0.10' 0.5' SW 164TH AVE LOCAL RESIDENTIAL - CITY OF TIGARD SKINNY STREET OPTION PARKING ON BOTH SIDES (CROWNED PAVEMENT)B 0.5'0.5' 1 105 PARKING 7' NOT TO SCALE 201SCALE 1 INCH = 40 FEET 40 20 4000 3 SW 14TH AVE PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.CONSTRUCT SW 164TH AVE PER TYPICAL STREET SECTIONS B & B3, THIS SHEET. 2.REFER TO CR 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 SPECIFIED BY THE PRIVATE UTILITY CARRIERS. CONTRACTOR SHALL COORDINATE. SW 14TH AVE PLAN SCALE: 1" = 40' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.02. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.01. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. TIE-IN TO EXISTING CURB & GUTTER. 1 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STA: 1+43.00 - 4+91.24 RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 2 0 1 ) 1 6 4 T H P & P . d w g - S H E E T : 2 0 1 A p r 1 9 , 2 0 2 4 - 2 : 5 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SW 164TH AVENUE PLAN & PROFILE 4 5 SW EVERTON ST SEE SHEET 202 SW EVERTON ST SEE SHEET 202 SW PERTH RD SEE SHEET 203 SW PERTH RD SEE SHEET 203 SUPERELEVATION DIAGRAM 4.50% 5.00% CL FULL SHED STA: 1+43.00 TO C E L E V : 31 1 . 2 4 TO C E L E V : 30 9 . 3 1 TO C E L E V : 31 0 . 3 4 TO C E L E V : 31 0 . 5 0 CL ELEV: 309.52 3.50% 3.70% CL FULL SHED STA: 1+68.00 CL ELEV: 310.38 TO C E L E V : 33 1 . 1 4 TO C E L E V : 33 0 . 3 9 2.50% CL FULL SHED STA: 4+66.73 CL ELEV: 330.41 TO C E L E V : 33 1 . 6 4 TO C E L E V : 33 0 . 5 1 4.50% 4.50% CL FULL SHED STA: 4+91.73 CL ELEV: 330.66 TO C E L E V : 33 1 . 6 4 TO C E L E V : 33 0 . 5 1 4.50% 4.50% CL FULL SHED STA: 5+73.73 CL ELEV: 330.66 TO C E L E V : 33 1 . 1 4 TO C E L E V : 33 0 . 3 8 2.50% CL FULL SHED STA: 5+98.73 CL ELEV: 330.41 FLAT CROSS SLOPE STA: 6+23.73 TO C E L E V : 33 0 . 3 9 CLTO C E L E V : 33 0 . 0 6 CL ELEV: 329.97 END TRANSITION STA: 6+48.73 TO C E L E V : 32 9 . 3 2 CLTO C E L E V : 32 9 . 3 2 CL ELEV: 329.22 0.00%2.50% 2.50%2.50% STA: 5+73.73 - 6+70.21 TO C E L E V : 31 2 . 6 7 TO C E L E V : 31 2 . 0 3 2.50% 2.50% CL FULL SHED STA: 1+93.00 CL ELEV: 311.93 TO C E L E V : 33 0 . 8 1 TO C E L E V : 33 0 . 1 8 2.50% 2.50% CL FULL SHED STA: 4+41.73 CL ELEV: 330.08 3.50% 3.50% 6 4 4 6 4 4 SD SD SD SD SD SDSSSS S S SS SS SS SS SS SS SS SS W 18 20 3 2 19 31+00 32+00 33+00 34+00 35+00 36+00 36+61 5+ 0 0 6+ 0 0 8.00' PUE, TYP. (TYP) 1 PHASE BOUNDARY 1 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 6 4 5 5 3 2 2 87 SITE BOUNDARY W W W W W W W SC S C SW EVERTON ST LOCAL RESIDENTIAL CITY OF TIGARD PARKING ON BOTH SIDESB1 2.50 SWPARK 7'5' 54' R.O.W. 32' PAVEMENT RW PUE 8' PLANT. 5' 2.50 RW PUE 8' PLANT. 5' SW 5' 1 105CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX . 5:1 MAX. TC CL 0.05'TC CL 0.05' PARK 7' 0.5'0.5' 0.5'0.5' NOT TO SCALE TRAVEL 9' LC TRAVEL 9' 310 320 330 340 350 360 370 380 390 310 320 330 340 350 360 370 380 390 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+50 ST A = 3 1 + 9 9 . 3 9 ( E V E R T O N ) EL E V = 3 3 1 . 6 3 ST A = 5 + 3 2 . 9 6 ( 1 6 4 T H ) IN T E R S E C T I O N ST A = 3 0 + 6 7 . 3 3 ( E V E R T O N ) EL E V = 3 2 2 . 2 4 BE G I N C O N S T R U C T I O N 5.00' PROPOSED ADA CROSSING 4.5% CROSS SLOPE 5.00' PROPOSED ADA CROSSING 4.5% CROSS SLOPE FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE4.50%5.50% 7.88% 10.13 % 14.7 5 % 2.50% PV I S T A = 3 2 + 3 8 . 4 1 EL E V = 3 3 3 . 3 8 PV I S T A = 3 6 + 4 8 . 9 0 EL E V = 3 7 5 . 3 1 PVI STA:31+32.36 PVI ELEV:328.33 K:12.00 LVC:55.54 BV C S : 3 1 + 0 4 . 5 9 BV C E : 3 2 5 . 5 2 EV C S : 3 1 + 6 0 . 1 3 EV C E : 3 2 9 . 8 6 PVI STA: 30+88.05 PVI ELEV: 323.84 K:14.00 LVC:31.54 BV C S : 3 0 + 7 2 . 2 9 BV C E : 3 2 2 . 6 0 EV C S : 3 1 + 0 3 . 8 2 EV C E : 3 2 5 . 4 4 PVI STA:32+81.01 PVI ELEV:335.72 K:9.00 LVC:83.26 BV C S : 3 2 + 3 9 . 3 8 BV C E : 3 3 3 . 4 3 EV C S : 3 3 + 2 2 . 6 4 EV C E : 3 4 1 . 8 7 ST A = 3 3 + 2 4 . 7 2 ( E V E R T O N ) EL E V = 3 4 2 . 1 7 EN D P A V E M E N T C O N S T R U C T I O N DRIVEWAY STATIONS LOT 19 20 STREET STATION 32+66.23 (EVERTON), 16.00' LT 33+16.23 (EVERTON), 16.00' LT WIDTH 16.25' 16.25' KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 202SCALE 1 INCH = 40 FEET 40 20 4000 3 SW EVERTON ST PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.CONSTRUCT SW EVERTON ST PER TYPICAL STREET SECTION B1, THIS SHEET. 2.REFER TO CR 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 SPECIFIED BY THE PRIVATE UTILITY CARRIERS. CONTRACTOR SHALL COORDINATE. SW EVERTON ST PLAN SCALE: 1" = 40' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.02. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.01. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. TIE-IN TO EXISTING CURB & GUTTER. REMOVE EXISTING BARRICADE. CONSTRUCT 3' TEMPORARY ASPHALT BENCH AT END OF STREET IMPROVEMENTS. INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. 1 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STA: 30+67.33 - 33+24.72 RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 2 0 2 ) E V E R T O N P & P . d w g - S H E E T : 2 0 2 A p r 1 9 , 2 0 2 4 - 2 : 5 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SW EVERTON STREET PLAN & PROFILE 4 5 SW 164TH AVE SEE SHEET 201 SW 164TH AVE SEE SHEET 201 6 7 8 PGE 5106 DSD SD SD S S SS SS SS SS SS SC SS 11 10 9 12 1+ 0 0 2+ 0 0 24+00 25+00 26+00 27+00 28+00 29+00 30 + 0 0 PHASE BOUNDARY 1 8.00' PUE, TYP.6 4 5 2 8 SITE BOUNDARY 7 8.00' PUE, TYP. 5 12 W W W W W W W SC SD SW PERTH RD NEIGHBORHOOD ROUTEA 2.50 TRAVEL 24' SWBI.E 6'5' 5' R.O.W. 36' PAVEMENT LC RW P.U.E. ' PLANT. 5' CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC CL 0.00' 0.5' SW BI.E 6' RW P.U.E. ' PLANT. 5' 5:1 MA X .TC CL 0.3' 0.5' 5' 0.5'0.5' 2.50 2 105 CONCRETE CURB & GUTTER PER ADVERSE GUTTER DETAIL, SHEET D2.01. NOT TO SCALE 290 300 310 320 330 340 350 290 300 310 320 330 340 350 24+00 25+00 26+00 27+00 28+00 29+00 30+00 ST A = 2 5 + 8 4 . 2 5 ( P E R T H ) EL E V = 3 0 8 . 5 0 ST A = 1 + 0 0 . 0 0 ( 1 6 4 T H ) IN T E R S E C T I O N ST A = 2 4 + 5 6 . 5 4 ( P E R T H ) EL E V = 3 0 2 . 3 6 BE G I N C O N S T R U C T I O N 5.00' PROPOSED ADA CROSSING 4.5% CROSS SLOPE FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE ST A = 2 6 + 9 4 . 8 3 ( P E R T H ) EL E V = 3 2 0 . 6 3 EN D P A V E M E N T C O N S T R U C T I O N 2.00% 6.46% 5.50% 4.50% 12.00 % PV I S T A = 2 5 + 4 4 . 3 9 EL E V = 3 0 5 . 9 3 PVI STA:25+36.95 PVI ELEV:305.52 K:12.00 LVC:11.44 BV C S : 2 5 + 3 1 . 2 4 BV C E : 3 0 5 . 1 5 EV C S : 2 5 + 4 2 . 6 7 EV C E : 3 0 5 . 8 3 PVI STA:25+95.27 PVI ELEV:308.68 K:14.00 LVC:90.97 BV C S : 2 5 + 4 9 . 7 9 BV C E : 3 0 6 . 1 8 EV C S : 2 6 + 4 0 . 7 6 EV C E : 3 1 4 . 1 4 PVI STA:24+99.90 PVI ELEV:303.13 K:14.00 LVC:62.38 BV C S : 2 4 + 6 8 . 7 1 BV C E : 3 0 2 . 5 0 EV C S : 2 5 + 3 1 . 0 9 EV C E : 3 0 5 . 1 4 .E< MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 203SCALE 1 INCH = 40 FEET 40 20 4000 S: PERTH RD PRO)ILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.CONSTRUCT SW PERTH RD PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR 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 SPECIFIED BY THE PRIVATE UTILITY CARRIERS. CONTRACTOR SHALL COORDINATE. S: PERTH RD PLAN SCALE: 1" = 40' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.02. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.01. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. TIE-IN TO EXISTING CURB & GUTTER. REMOVE EXISTING BARRICADE. CONSTRUCT 3' TEMPORARY ASPHALT BENCH AT END OF STREET IMPROVEMENTS. INSTALL STREET BARRICADE PER CITY OF TIGARD DETAIL 192, SHEET D2.02. INSTALL VEHICLE GUARDRAIL PER ODOT DETAIL NOS. 1401, 1402 AND 1405 SHEET D2.04. SEE PROFILE A-A, THIS SHEET. 1 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 2 0 3 ) P E R T H P & P . d w g - S H E E T : 2 0 3 A p r 2 4 , 2 0 2 4 - 2 : 2 1 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SW PERTH ROAD PLAN & PROFILE 4 5 SW 164TH AVE SEE SHEET 201 6 7 8 SUPERELEVATION DIAGRAM 2.50%2.50% CL FULL SHED STA: 25+20.25 FLAT CROSS SLOPE STA: 24+95.25 START TRANSITION STA: 24+67.25 TO C E L E V : 30 4 . 2 9 TO C E L E V : 30 3 . 2 9 TO C E L E V : 30 2 . 4 7 2.50% 0.00% CL CLTO C E L E V : 30 5 . 3 1 TO C E L E V : 30 3 . 8 2 TO C E L E V : 30 2 . 4 7 3.70% 2.50% CL ELEV: 302.47 CL ELEV: 303.29 CL ELEV: 304.48 CL PL 15.0' 20" 16.5' GUARD RAIL A AA PRO)ILE HORIZ SCALE: 1" = 5', VERT SCALE: 1" = 5' FACE OF RAIL ALIGNS WITH TOP BACK OF CURB 10.3' FACE OF RAIL TO TOP FACE OF WALL 18" DIAMETER GUARD RAIL TUBE 3.3' 5.0' SIDEWALK A A 12 CAST-IN-PLACE WALL. SEE SHEET 110 FOR WALL INFORMATION. FULL SHED STA: 25+45.25 TO C E L E V : 30 5 . 5 6 5.00% CLTO C E L E V : 30 7 . 2 0 CL ELEV: 305.97 5.00% 32+00 33+00 5+ 0 0 6+ 0 0 183 2 19 4.5%4.5% 4. 9 % 5. 0 % 2. 5 % 2. 5 % 4.5%4.5% 4.9% 1. 5 % 5.0% 7. 5 % 1. 2 % 1.1% 1 .6 % 0. 7 % 1.2% 1.5% 1.5 % 1.0% 1. 3 % 2.2% 1 .0 % 3. 8 % 1 . 5 % 0. 8 % 1.2% 2. 9 % 1.5% 3. 0 % 0. 6 % 1.5% 0. 5 % 7.5% 1.2% 1 . 1 % 7 . 5 % 1.2% 0. 5 % 0. 5 % 1 . 1 % 1. 5 % 1.2% 3. 8 % 4 . 8 % 6.8% 10.8% 1. 5 % 10.5% 0. 4 % 1.2% 1.3% 10.6% 1. 5 % 10.9% 7.5% 1.2% 1. 1 % 7 .5 %1.2% 0. 7 % 0. 5 % 1. 5 % 0. 7 % 1.2% 3. 7 % 4 .8 % 7.0% 1. 0 % 1.2% 1.5% 0. 7 % 1.5% 0. 6 % 1. 5 % 1.5% 1. 6 % 1 . 1 % 1.2% 1. 5 % 7. 5 % 1. 2 % 1.1% 3 . 7 % 1 . 1 % 1.2% 5.5% 4.9% 2 . 3 % 3. 8 % 1.0% 1. 2 % 1 . 5 % 5.0% 1. 5 % 4.9% SW 330.51SW 330.59 SW 329.79 SW 329.85 SW 329.90 SW 330.11 SW 330.15 SW 330.08 SW 330.05 SW 329.83 SW 329.11 SW 329.03 SW 331.42 SW 331.49 SW 331.52 SW 331.58 SW 332.63 SW 332.60 SW 331.57 SW 331.63 SW 332.57 SW 332.54 SW 334.25 SW 334.17 SW 334.22 SW 334.30 SW 331.52 SW 331.41 SW 331.49 SW 331.63 SW 331.58 SW 332.66 SW 332.62 SW 331.57 SW 332.60 SW 332.56 SW 329.07 SW 329.15 SW 329.88 SW 330.35 SW 329.82 SW 329.87 SW 329.93 SW 330.34 SW 330.40 SW 330.29 SW 330.52 SW 330.59 GUT 332.60 GUT 329.41 GUT 329.64 GUT 330.01 GUT 329.93 GUT 331.14 GUT 331.22 GUT 332.35 GUT 332.58 GUT 329.44 GUT 329.67 GUT 330.09 GUT 330.01 GUT 331.21 GUT 331.14 GUT 332.37 4 .5 % STA = 32+38.63 ELEV = 333.39 4.5% 2. 7 % 4. 5 % 1 . 5 % 4.5% 4 .5 % 1 .4 % 1 . 5 % 1 .5 % C1 C2 C3C4 2. 5 % 2. 5 % 2. 5 % 2. 5 % 2 . 5 % 2 . 5 % 9.6%8.0% STA = 32+63.14 ELEV = 335.06 STA = 32+63.63 ELEV = 335.10 STA = 32+88.14 ELEV = 337.44 STA = 32+88.63 ELEV = 337.49 STA = 32+38.14 ELEV = 333.37 STA = 31+60.63 ELEV = 329.88 STA = 31+60.14 ELEV = 329.86 STA = 31+35.63 ELEV = 328.26 STA = 31+35.14 ELEV = 328.22 STA = 31+10.63 ELEV = 326.11 STA = 31+10.14 ELEV = 326.07 3.5%2.5% 2.5%0.0% 2.5%3.5% 2.5%2.5% 0. 8 % 1. 3 % 0. 5 % 2. 0 % 0. 5 % 2. 0 % 1. 3 % 2. 9 % 10.8%7.0%6.7%9.1% 6.7%8.1% STA = 6+24.19 ELEV = 329.96 STA = 6+23.73 ELEV = 329.97 STA = 5+99.19 ELEV = 330.40 STA = 5+98.73 ELEV = 330.41 STA = 4+92.19 ELEV = 330.66 STA = 4+91.73 ELEV = 330.66 STA = 4+67.19 ELEV = 330.41 STA = 4+66.73 ELEV = 330.41 STA = 4+41.73 ELEV = 330.08 STA = 4+42.19 ELEV = 330.09 STA = 5+74.19 ELEV = 330.66 STA = 5+73.73 ELEV = 330.66 ELEV = 331.63 TC 32 8 . 2 8 PT 32 9 . 9 1 3 / 4 3 3 0 . 1 9 1 / 2 3 3 0 . 2 9 1/4 330 . 3 9 PC 330.51 TC 330.38 TC 33 5 . 0 8 PC 33 3 . 0 8 1/ 4 33 2 . 6 6 1/2 332 . 2 8 3/4 331.9 0 PT331.64 TC331.14 TC 33 4 . 8 6 PT 33 3 . 1 0 3 / 4 3 3 2 . 6 8 1 / 2 3 3 2 . 2 9 1/4 331. 9 0 PC331.64 TC331.14TC330.39 PT 330.52 3/4 (H P ) 330.6 6 1/2 330 . 4 6 1/ 4 33 0 . 2 6 PC 32 9 . 9 4 TC 32 8 . 3 1 PC 33 3 . 6 6 PC 33 3 . 5 8 15.00' 15.00' 5. 0 % 330.19TC 330.81 TC 330.06TC 330.39 TC 3 2 5 . 9 8 T C 3 2 6 . 0 9 T C 33 7 . 5 5 TC 33 7 . 5 0 TC CURB RETURN TABLE CURVE C1 C2 C3 C4 LENGTH 39.42' 39.12' 39.42' 39.12' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°20'32" 89°39'28" 90°20'32" 89°39'28" CHORD 35.46' 35.25' 35.46' 35.25' BEARING S44°43'17"W S45°16'43"E N44°43'17"E S45°16'43"E START STATION END STATION 31+60.14, 16.00' L (EVERTON) 31+60.63, 16.00' R (EVERTON) 32+38.63, 16.00' R (EVERTON) 32+38.14, 16.00' L (EVERTON) 5+74.19, 14.00' L (164TH) 5+73.73, 14.00' R (164TH) 4+92.19, 14.00' L (164TH) 4+91.73, 14.00' R (164TH) KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST CR1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( C R 1 - 2 ) C U R B R E T U R N S . d w g - S H E E T : C R 1 A p r 1 9 , 2 0 2 4 - 2 : 5 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA CURB RETURN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 10 FEET 010 5 100 CURB RETURN SW EVERTON ST & SW 14TH AVE SCALE: 1" = 10' 1+ 0 0 2+ 0 0 25+00 26+00 1110 9 12 5.0%4.5% 5. 0 % 5. 0 % 5. 0 % 2. 5 % 0. 0 % 3.7% 2.6% 3.5% 2.5% 7.5%6.4% 4. 1 % 6. 8 % 5. 7 % 3. 0 % STA = 25+50.25 ELEV = 306.20 STA = 25+45.25 ELEV = 305.97 STA = 25+20.25 ELEV = 304.48 STA = 24+95.25 ELEV = 303.29 STA = 1+68.00 ELEV = 310.38 STA = 1+93.00 ELEV = 311.93 STA = 1+43.00 ELEV = 309.52 STA = 26+23.25 ELEV = 312.15 2. 5 % SW 308.81 1.5% 8 .2 % 3. 8 % 0.7% 1.3% 0. 8 % 1 3 .4 % 1.1% 1. 2 % 7. 5 % SW 308.91 SW 308.87 SW 307.19 SW 307.13 SW 307.08 SW 310.38 SW 310.44 7.5% 1.2% 1 . 1 % 1. 5 % 1 . 1 % 1.2% GUT 306.93GUT 306.70 GUT 308.81 GUT 308.73 1.5 % 1. 2 % 1.0% 1 . 5 % 1.2% 0. 8 % 7. 3 % 1.5% 7. 3 % 5.3%1. 5 % 5.2% SW 306.28 SW 306.36 SW 310.01 SW 309.93 SW 308.85 SW 310.95 SW 311.02 3. 8 % 1.5% 3. 9 % GUT 310.00 GUT 310.08 2. 5 % 2. 5 % STA = 26+48.25 ELEV = 315.04 STA = 26+73.25 ELEV = 318.04 1 0.7 % 1. 5 % 15.6% SW 310.43 SW 313.17 SW 313.25 SW 313.25 6.8% 7. 5 % 0.9% 3. 8 % 1. 2 % 0.9% 1. 2 % 1 . 5 % 9.6%1. 5 % 9.5%3.7% 1. 5 % 3.6% 4.5% 4 .5 % 1 . 5 % 1 .5 % SW 305.48 GUT 305.29 SW 305.43 GUT 305.06 SW 304.88 SW 304.96 SW 305.54 SW 306.98 SW 306.91 SW 305.49 C5 C6 12.0%11.6% 7.3%5.1% STA = 25+75.25 ELEV = 307.81 3. 7 % ELEV = 308.50 SW 307.13 TC 30 5 . 3 1 PT 30 7 . 2 0 3 / 4 3 0 7 . 7 2 1 / 2 3 0 8 . 3 3 1/4 308. 9 4 PC 309.31 TC 310.34 TC311.24 PT310.50 3/4 310.9 1 1/2 311 . 6 0 1/ 4 31 2 . 2 9 PC 31 2 . 9 7 TC 31 5 . 8 7 CROSSWALK CLOSED SIGN, SEE SHEET SS1 FOR MORE INFORMATION 2. 5 % 2. 5 % 3. 7 % 4.0%9.0% 30 3 . 2 9 TC 30 4 . 2 9 TC 30 3 . 8 2 TC 30 7 . 6 1 TC 30 9 . 8 6 TC STA = 26+00.25 ELEV = 309.86 31 8 . 9 9 TC 312.03TC 312.68 TC 2.5% 15.00' CURB RETURN TABLE CURVE C5 C6 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING N44°33'01"E S45°26'59"E START STATION END STATION 1+43.00, 14.00' R (164TH) 1+43.00, 14.00' L (164TH)25+45.25, 18.00' L (PERTH) 26+23.25, 18.00' L (PERTH) KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST CR2 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( C R 1 - 2 ) C U R B R E T U R N S . d w g - S H E E T : C R 2 A p r 1 9 , 2 0 2 4 - 2 : 5 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA CURB RETURN RIVER TERRACE PARK PHASE 1 SCALE 1 INCH = 10 FEET 010 5 100 CURB RETURN SW PERTH RD & SW 14TH AVE SCALE: 1" = 10' D2.01 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 2 . 0 1 ) S T R E E T D E T A I L S . d w g - S H E E T : D 2 . 0 1 A p r 1 9 , 2 0 2 4 - 2 : 5 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA STREET DETAILS RIVER TERRACE PARK PHASE 1 FACE OF CURB STREET WIDTH 3) AT EACH SIDE OF INLET STRUCTURES. REPOURED TO FULL DEPTH OF CURB. OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED A. 3" I.D. PLASTIC PIPE WITH COUPLING. 5. DRAINAGE BLOCKOUT DEPTH, WHICHEVER IS GREATER. T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN 4. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 95% OF AASHTO B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. A. SPACING TO BE NOT MORE THAN 15 FEET. 3. CONSTRUCTION JOINTS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 4) AT EACH POINT OF TANGENCY OF THE CURB. 2) AT EACH END OF DRIVEWAYS. 1) AT EACH COLD JOINT. A. TO BE PROVIDED: 2. EXPANSION JOINTS. STRENGTH OF 3300 psi AT 28 DAYS. 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE 12" 6" 1" 12" MAX 1"6" 1" BASE COURSE ROAD SURFACE 6"3" 1"6" 24" SEE NOTE 5. ADVERSE CURB & GUTTER DETAIL NOT TO SCALE BATTER PT 3/4Δ 1/2Δ 1/4Δ (HIGH SIDE) (LOW SIDE) 2% MAX. 2% M A X . LANDING 5' X 5' MIN. 5% 2% 8 . 3 % M A X 8.3% MAX SEE PLANS FOR SIDEWALK WIDTH (REFER TO DETAIL BY JURISDICTION) CONCRETE PEDESTRIAN CURB (TYP.) OPTIONAL PARALLEL RAMP AS NEEDED PC PEDESTRIAN CROSSWALK LANDING 5' X 5' MIN. 2 % M A X . 2 % M A X . PEDESTRIAN CROSSWALK D2.02 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 2 . 0 1 ) S T R E E T D E T A I L S . d w g - S H E E T : D 2 . 0 2 A p r 1 9 , 2 0 2 4 - 2 : 5 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA STREET DETAILS (2) RIVER TERRACE PARK PHASE 1 CURB RAMP NOT TO SCALE 1 D2.03 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 2 . 0 1 ) S T R E E T D E T A I L S . d w g - S H E E T : D 2 . 0 3 A p r 1 9 , 2 0 2 4 - 2 : 5 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA STREET DETAILS (3) RIVER TERRACE PARK PHASE 1 (TYP) W W W W W W W W W W W W W 8.00' PUE, TYP. 1 14 13 1118171615 1 87 20 65432 10 19 9 12 25 + 0 0 26 + 0 0 1+002+003+004+005+006+00 D SD S D S D S D S D S D S D S D S D S D SD SD S C S S SS SS SS SS SS S S S S S S SS SS SS S S S S S S S S S S S S 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 3B 1 1A 3A 3C 1 2 223D1B 1 1 504 504 PG E 51 0 6 6 4 4 6 4 4 644 644 6 4 4 6 4 4 SITE BOUNDARY PHASE BOUNDARY SITE BOUNDARY SDMH 2A SDCI 1E.2 SDCI 1E.1 SDMH 1E SDCI 1F.1 SDMH 1F SDCI 1D.1 SDMH 1D SDCI 1C.1 SDMH 1C SDMH 1B SDCI 1A.1 SDMH 1A EX SDMH 25A EX SDMH 25A.1 EX SDMH 25A.2 W SD L N - 1 SDLN-1 (TYP)(TYP) SW E V E R T O N S T SD L N - 2 S H E E T 3 0 2 RIVER TERRACE PARK FUTURE PHASE SW P E R T H R D SW 164TH AVE 7+89 1 + 0 0 2 + 0 0 3+004+005+006+007+00 10 W W W W W W W 3E SDCI 1F.2 SDLN-1 S C S D S C SD L N - 3 S C S C S C S C S C S C SDLN-1.1 10' PRIVATE SD EASEMENT TO BENEFIT ADJACENT LOTS S C SD SD PRIVATE 6" STORM LINE TO BE CONSTRUCTED UNDER SEPARATE PERMIT S C S C S C S C S C S C S C 6" FACTORY TEE IE ELEV = 306.23' 265 270 280 290 300 310 320 330 340 265 270 280 290 300 310 320 330 340 0+751+002+003+004+005+006+007+008+00 92.47 LF 12" (PVC) @ S=0.0648 35.75 LF 12" (PVC) @ S=0.0581 48.25 LF 12" (PVC) @ S=0.0050 227.16 LF 12" (PVC) @ S=0.0792 157.52 LF 12" (PVC) @ S=0.0050 128.15 LF 12" (PVC) @ S=0.0050 EX S D M H 2 5 A ST A : 1 + 0 0 . 0 0 , 0 . 0 4 R ' (S D L N - 1 ) RI M = 3 0 3 . 3 4 10 " I E I N = 2 9 4 . 1 7 ( N ) 10 " I E I N = 2 9 4 . 1 7 ( S ) 12 " I E I N = 2 9 4 . 0 1 ( E ) 12 " I E O U T = 2 9 3 . 8 1 ( W ) FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP. SANITARY LATERAL, TYP. SANITARY LINE, TYP. STORM LINE, TYP. 12"SD/8"SS 1.48' CLR 12"SD/4"SS 0.53' CLR WATER LINE, TYP. 12"SD/8"SS 0.53' CLR 12"SD/4"SS 0.52' CLR 12"SD/4"SS 0.99' CLR SD M H 1 A ST A = 2 5 + 5 2 . 5 0 , 3 . 0 0 ' R (P E R T H ) 12 " I E I N = 3 0 0 . 2 0 ( E ) 10 " I E I N = 3 0 0 . 2 0 ( S ) 12 " I E O U T = 3 0 0 . 0 0 ( W ) ST A = 1 + 9 2 . 4 7 ( S D L N - 1 ) RI M = 3 0 6 . 1 8 SD M H 1 B ST A = 2 5 + 8 8 . 2 5 , 3 . 0 0 ' R (P E R T H ) 12 " I E I N = 3 0 2 . 4 8 ( N ) 12 " I E O U T = 3 0 2 . 2 8 ( W ) ST A = 2 + 2 8 . 2 2 ( S D L N - 1 ) RI M = 3 0 8 . 7 3 SD M H 1 C ST A = 1 + 4 5 . 2 5 , 4 . 0 0 ' R (1 6 4 T H ) 12 " I E I N = 3 0 2 . 9 2 ( N ) 10 " I E I N = 3 0 3 . 0 9 ( W ) 12 " I E O U T = 3 0 2 . 7 2 ( S ) ST A = 2 + 7 6 . 4 7 ( S D L N - 1 ) RI M = 3 0 9 . 7 5 SD M H 1 D ST A = 3 + 7 2 . 4 1 , 4 . 0 0 ' R (1 6 4 T H ) 12 " I E I N = 3 2 1 . 1 1 ( N ) 10 " I E I N = 3 2 1 . 2 7 ( W ) 12 " I E O U T = 3 2 0 . 9 1 ( S ) ST A = 5 + 0 3 . 6 4 ( S D L N - 1 ) RI M = 3 2 7 . 7 0 SD M H 1 E ST A = 5 + 2 9 . 9 4 , 4 . 0 0 ' R (1 6 4 T H ) 12 " I E I N = 3 2 2 . 0 9 ( N ) 12 " I E I N = 3 2 2 . 0 9 ( E ) 12 " I E I N = 3 2 4 . 5 0 ( N E ) 12 " I E O U T = 3 2 1 . 8 9 ( S ) ST A = 6 + 6 1 . 1 6 ( S D L N - 1 ) RI M = 3 3 1 . 7 2 SD M H 1 F ST A = 6 + 5 8 . 2 0 , 4 . 0 0 ' R (1 6 4 T H ) 10 " I E I N = 3 2 2 . 9 4 ( W ) 10 " I E I N = 3 2 2 . 9 4 ( E ) 12 " I E O U T = 3 2 2 . 7 3 ( S ) ST A = 7 + 8 9 . 3 1 ( S D L N - 1 ) RI M = 3 2 8 . 7 6 STORM LATERAL TABLE LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 FUTURE LOTS STATION 7+84.07 (SDLN-1) 7+36.55 (SDLN-1) 5+87.78 (SDLN-1) 5+45.43 (SDLN-1) 5+20.17 (SDLN-1) 4+55.43 (SDLN-1) 4+07.77 (SDLN-1) 3+65.43 (SDLN-1) 3+21.46 (SDLN-1) 2+89.47 (SDLN-1) 2+82.22 (SDLN-1) 3+25.26 (SDLN-1) 3+75.43 (SDLN-1) 4+10.77 (SDLN-1) 4+65.43 (SDLN-1) 5+17.17 (SDLN-1) 5+55.43 (SDLN-1) 5+90.78 (SDLN-1) 3+15.08 (SDLN-1) LENGTH 35.14' 35.69' 37.00' 37.00' 37.00' 37.00' 37.00' 37.00' 36.98' 37.00' 29.00' 29.02' 29.00' 29.00' 29.00' 29.00' 29.00' 29.01' 29.00' SLOPE 2.79% 5.92% 8.82% 7.56% 4.78% 7.48% 8.29% 6.10% 4.70% 3.19% 5.97% 7.33% 9.00% 10.51% 9.53% 6.59% 10.27% 11.10% 7.19% IE AT MAIN 322.958 322.721 321.777 321.565 321.439 317.340 313.567 310.215 306.734 304.201 303.627 307.034 311.006 313.804 318.131 321.424 321.615 321.792 306.229 IE AT LOT 323.940 324.834 325.040 324.362 323.206 320.107 316.633 312.472 308.473 305.381 305.360 309.161 313.617 316.852 320.895 323.336 324.595 325.011 308.314 DEPTH 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 4.55' SDCI 1A.1 1+95.48, 16.51' R (SDLN-1) RIM/TC = 306.16 10" IE OUT = 302.52 16.77 LF (PVC) @S=0.1381 SDCI 1C.1 2+79.52, 19.50' L (SDLN-1) RIM/TC = 309.49 10" IE OUT = 304.48 19.74 LF (PVC) @S=0.0702 SDCI 1D.1 5+05.01, 19.50' L (SDLN-1) RIM/TC = 327.79 10" IE OUT = 322.80 19.55 LF (PVC) @S=0.0779 SDCI 1F.1 2+06.33, 561.24' L (SDLN-1) RIM/TC = 328.98 10" IE OUT = 325.00 19.50 LF (PVC) @S=0.1057 SDCI 1F.2 7+89.00, 11.50' R (SDLN-1) RIM/TC = 328.98 10" IE OUT = 325.98 11.50 LF (PVC) @S=0.2646 12" IN E IE: 322.09 48" SDMH 1E RIM: 331.73 SDMH 1E PLAN 4.81 12" IN N IE: 322.09 1.70 12" OUT S IE: 321.89 0.42 SDMH 1E ROLLOUT DETAIL 12" IN N IE: 322.09 321.00 328.00 1.20 0.75 12" IN NE IE: 324.50 12" IN E IE: 322.09 12" OUT S IE: 321.89 12" IN NE IE: 324.50 .E< MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 301SDLN1 PRO)ILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SDLN1 PLAN SCALE: 1" = 40' RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 3 0 1 ) S D L N - 1 P & P . d w g - S H E E T : 3 0 1 A p r 2 4 , 2 0 2 4 - 2 : 2 3 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SDLN-1 PLAN & PROFILE STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. CONNECT TO EXISTING MANHOLE, CORE DRILL EXISTING MANHOLE 25A FOR 12" STORM LINE CONNECTION AND INSTALL SAND COLLAR PER CWS DWG 030, SHEET D3.01. CONTRACTOR TO RELOCATE MANHOLE STEPS AS NECESSARY. INSTALL OPEN INSIDE DROP STORM MANHOLE PER CWS DWG NO. 080, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0100 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. SAWCUT EXISTING PAVEMENT FOR UTILITY TRENCH. GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. 1 1A 2 3 SCALE 1 INCH = 40 FEET 40 20 4000 INLET DATA: 3A 3B 3C 3D 3E 1B 10 32 3 . 3 0 32 1 . 8 0 32 2 . 0 0 32 3 . 7 8 32 1 . 6 9 32 0 . 8 5 29 9 . 2 9 29 9 . 6 1 29 8 . 7 1 32 1 . 0 2 32 0 . 4 5 301.50 322.53 324.15 0.1127 0.0772 0.0730 C9000.0073 0.0053 0.0772 0.0836 0.0491 10.3%325.4 7.3%319.7 7.5%316.1 4.3%311.6 2.6%307.5 2.1%305.0 4.3%304.9 3.7%308.0 6.1%312.6 8.4%316.1 9.2%320.5 8.6%323.7 13.2%325.4 317.0 313.5 317.7 5.4' 4.7' 5.5' 5.9' 5.8' 5.4' 5.5' 6.1' 6.0' 5.9' 5.5' 4.6' 4.6' W W W W W W W W W W W 8.00' PUE, TYP. 14 13 1118171615 876543 109 12 25 + 0 0 26 + 0 0 1+002+003+004+005+00 D SD S D S D S D S D S D S D S D S D SD SD S C SS S S SS SS SS SS S S S S S S SS SS SS S S S S S S S S S S 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. PG E 51 0 6 6 4 4 6 4 4 644 644 6 4 4 6 4 4 SITE BOUNDARY PHASE BOUNDARY SDCI 1E.2 SDCI 1E.1 SDCI 1D.1 SDMH 1D SDCI 1C.1 SDMH 1C EX SDMH 25A.1 EX SDMH 25A.2 W SD L N - 1 SDLN-1 SW E V E R T O N S T SD L N - 2 S H E E T 3 0 2 RIVER TERRACE PARK FUTURE PHASE SW P E R T H R D SW 164TH AVE 1 + 0 0 2 + 0 0 3+004+005+006+007+00 W W W W W W W S C S D SDLN-1.1 10' PRIVATE SD EASEMENT TO BENEFIT LOTS 3-9 SDCO 1.1A(TYP) SDMH 1E SDMH 1B SDCI 1A.1 SDMH 1A EX SDMH 25A 4+64 1+002+003+004+00 SDMH 2A 2 S C 6 SDCO 1.1H 6" LATERAL TEE IE ELEV = 295.14' S C S C S C S C S C S C SDCO 1.1G 6 6 SDCO 1.1F 6 6 6 6 6 SDCO 1.1E SDCO 1.1D SDCO 1.1C SDCO 1.1B(TYP) 2B 270 280 290 300 310 320 330 270 280 290 300 310 320 330 0+501+002+003+004+004+75 SD C O 1 . 1 A 6" I E I N = 3 0 0 . 4 7 ( N ) 6" I E O U T = 3 0 0 . 4 7 ( S ) ST A = 1 + 7 8 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 0 3 . 9 1 6" I E I N = 2 9 5 . 1 4 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 . 1 ) EXISTING GROUND @ PIPE CENTERLINE STORM LINE, TYP. SD C O 1 . 1 H 6" I E O U T = 3 1 7 . 6 9 ( S ) ST A = 4 + 6 3 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 2 0 . 9 2 FINISH GRADE @ PIPE CENTERLINE AFTER HOME CONSTRUCTION FINISH GRADE @ PIPE CENTERLINE AFTER SITE CONSTRUCTION 45.00 LF 6 " ( P V C ) @ S=0.04 4 4 78.52 L F 6 " ( P V C ) @ S=0 . 0 6 7 9 SD C O 1 . 1 B 6" I E I N = 3 0 2 . 4 7 ( N ) 6" I E O U T = 3 0 2 . 4 7 ( S ) ST A = 2 + 2 3 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 0 5 . 9 7 45.0 0 L F 6 " ( P V C ) @ S= 0 . 0 8 8 7 SD C O 1 . 1 C 6" I E I N = 3 0 6 . 4 6 ( N ) 6" I E O U T = 3 0 6 . 4 6 ( S ) ST A = 2 + 6 8 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 0 9 . 9 7 45.0 0 L F 6 " ( P V C ) @ S= 0 . 0 8 8 7 SD C O 1 . 1 D 6" I E I N = 3 1 0 . 4 6 ( N ) 6" I E O U T = 3 1 0 . 4 6 ( S ) ST A = 3 + 1 3 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 1 5 . 3 4 45.00 LF 6 " ( P V C ) @ S=0.04 8 2 SD C O 1 . 1 E 6" I E I N = 3 1 2 . 6 2 ( N ) 6" I E O U T = 3 1 2 . 6 3 ( S ) ST A = 3 + 5 8 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 1 7 . 2 5 45.00 LF 6 " ( P V C ) @ S=0.04 8 2 SD C O 1 . 1 F 6" I E I N = 3 1 4 . 7 9 ( N ) 6" I E O U T = 3 1 4 . 7 9 ( S ) ST A = 4 + 0 3 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 1 9 . 1 1 45.00 LF 6" (PVC) @ S=0.0 4 8 2 SD C O 1 . 1 G 6" I E I N = 3 1 6 . 9 6 ( N ) 6" I E O U T = 3 1 6 . 9 6 ( S ) ST A = 4 + 4 8 . 5 2 ( S D L N - 1 . 1 ) RI M = 3 2 0 . 4 0 15.00 LF 6" (PVC) @ S=0.0482 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING .E< MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 301.1 SDLN11 PRO)ILE PRIVATE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SDLN11 PLAN PRIVATE SCALE: 1" = 40' RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 3 0 1 . 1 ) S D L N - 1 . 1 P & P . d w g - S H E E T : 3 0 1 . 1 A p r 2 4 , 2 0 2 4 - 2 : 2 5 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SDLN-1.1 PLAN & PROFILE (PRIVATE) STORM NOTES: INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0100 MIN. PER CWS DWG NO. 520, SHEET D3.02. INSTALL 6" PVC WYE. INSTALL STANDARD CLEANOUT PER CWS DWG NO. 500 & 510, SHEET D3.02. GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. 3.PRIVATE STORM LINE TO BE PERMITTED UNDER SEPARATE PLUMBING PERMIT. 2 2B SCALE 1 INCH = 40 FEET 40 20 4000 SD L N - 1 SE E S H E E T 30 1 6 18 1 20 3 2 19 32+00 33+00 2+001+00 SD SD SD SD SD SS SS SS SS SS SS SS SDMH 2A SDCI 1E.2 SDCI 1E.1 SDMH 1E SDCI 1F.1 SDCI 1F.2SDMH 1F 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 1B 3A 4A SW EVERTON ST 5 0 4 5 0 4 6 4 4 6 4 4 SDLN-2 SD L N - 1 1 SD L N - 1 2 (TYP) PHASE BOUNDARY SITE BOUNDARY RIVER TERRACE PARK FUTURE PHASE SW 1 6 4 T H A V E 15.00' SS EASEMENT TO BENEFIT CWS 8.00' PUE, TYP. 8.00' PUE, TYP. W W W W W W W W 290 300 310 320 330 340 350 290 300 310 320 330 340 350 0+50 1+00 2+00 2+50 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP. SANITARY LINE, TYP. STORM LINE, TYP. SD M H 1 E ST A = 3 2 + 0 3 . 4 1 , 3 . 0 0 ' R (E V E R T O N ) 12 " I E I N = 3 2 2 . 0 9 ( N ) 12 " I E I N = 3 2 2 . 0 9 ( E ) 12 " I E I N = 3 2 4 . 5 0 ( N E ) 12 " I E O U T = 3 2 1 . 8 9 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 ) RI M = 3 3 1 . 7 2 SD M H 2 A ST A = 3 3 + 0 3 . 7 5 , 3 . 0 0 ' R (E V E R T O N ) 12 " I E O U T = 3 3 3 . 0 2 ( W ) ST A = 2 + 0 0 . 3 4 ( S D L N - 2 ) RI M = 3 3 9 . 2 1 100.34 LF 12" (PVC) @ S=0.1088 10"SD/12"SD 0.76' CLR WATER LINE, TYP. STORM LATERAL TABLE LOT # 19 20 STATION 1+53.35 (SDLN-2) 1+95.34 (SDLN-2) LENGTH 38.00' 38.00' SLOPE 2.87% 1.00% IE AT MAIN 328.150 332.721 IE AT LOT 329.241 333.101 DEPTH 5.19' 6.51' SDCI 1E.2 1+43.35, 14.50' R (SDLN-2) RIM/TC = 333.60 10" IE OUT = 328.73 34.99 LF (C-900) @S=0.0091 SDCI 1E.1 1+43.35, 20.49' L (SDLN-2) RIM/TC = 333.68 10 IE IN = 328.41 34.99 LF (C-900) @S=0.0091 12" IE OUT = 328.21 47.95 LF (PVC) @S=0.0774 SDMH 1E ROLLOUT DETAIL 12" IN N IE: 322.09 321.00 328.00 1.20 12" IN NE IE: 324.50 12" IN E IE: 322.09 12" OUT S IE: 321.89 12" IN E IE: 322.09 48" SDMH 1E RIM: 331.73 SDMH 1E PLAN 4.81 12" IN N IE: 322.09 1.70 12" OUT S IE: 321.89 0.42 0.75 12" IN NE IE: 324.50 KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 302SDLN2 PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SDLN2 PLAN SCALE: 1" = 40' RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 3 0 2 ) S D L N - 2 P & P . d w g - S H E E T : 3 0 2 A p r 1 9 , 2 0 2 4 - 2 : 5 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SDLN-2 PLAN & PROFILE STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL OPEN INSIDE DROP STORM MANHOLE PER CWS DWG NO. 080, SHEET D3.01. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0100 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. INSTALL CURB INLET MANHOLE (CG-48 M.H.) PER CWS DWG NO. 350, SHEET D3.02. SEE TABLE THIS SHEET FOR INLET INFORMATION. GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. 1 2 3 SCALE 1 INCH = 40 FEET 40 20 4000 INLET DATA: 4A 4 3A SDLN-1 SEE SHEET 301 1B 32 1 . 8 0 32 2 . 0 0 32 3 . 7 8 32 1 . 6 9 0.0094 0.0924 0.0094 329.08 328.75 0.1098 4.3%328.4326.8 5.9'1+41.1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 3 . 0 1 ) S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 1 A p r 1 9 , 2 0 2 4 - 2 : 5 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA D3.01 RIVER TERRACE PARK PHASE 1 STORM DETAILS N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 3 . 0 1 ) S T O R M D E T A I L S . d w g - S H E E T : D 3 . 0 2 A p r 1 9 , 2 0 2 4 - 2 : 5 9 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA D3.02 RIVER TERRACE PARK PHASE 1 STORM DETAILS (2) 25+00 26+00 27+00 28+00 3+371+00 2+00 3+00 1110 DXSD SD S D XSS SS SS SS SS S S S S SSLN-A 8.00' PUE, TYP. 8.00' PUE, TYP. SW PERTH RD RIVER TERRACE PARK FUTURE PHASE SSMH B1 SSMH A2 SSMH A1 PHASE BOUNDARY SITE BOUNDARY PGE 5106 15 SSLN-A SS L N - B SW 1 6 4 T H A V E 4+00 SS SS 1 SSMH A4 W W W WWW S C S D SC SS S S S S 12"SD/8"SS 1.48' CLR 265 270 280 290 300 310 320 330 340 0+75 1+00 2+00 3+00 3+75 265 270 280 290 300 310 320 330 340 1+25 2+00 2+63 SS M H A 1 ST A = 2 4 + 6 4 . 2 5 , 4 . 0 0 ' L (P E R T H ) 8" I E I N = 2 9 2 . 4 7 ( E ) 8" I E O U T = 2 9 2 . 2 7 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - A ) RI M = 3 0 2 . 3 4 SS M H A 2 ST A = 2 5 + 7 9 . 2 5 , 3 . 9 2 ' L (P E R T H ) 8" I E I N = 2 9 9 . 5 2 ( E ) 8" I E I N = 2 9 9 . 5 2 ( N ) 8" I E O U T = 2 9 9 . 3 2 ( W ) ST A = 2 + 1 5 . 0 0 ( S S L N - A ) RI M = 3 0 8 . 2 2 115.00 L F 8 " ( P V C ) @ S=0.05 9 5 232.00 L F 8 " ( P V C ) @ S=0. 0 9 2 6 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SANITARY LINE, TYP. STORM LINE, TYP. WATER LINE, TYP. 4+00 SS M H A 4 ST A = 2 8 + 1 1 . 2 5 , 3 . 9 2 ' L (P E R T H ) 8" I E I N = 3 2 1 . 2 1 ( E ) 8" I E I N = 3 2 1 . 2 1 ( N ) 8" I E O U T = 3 2 1 . 0 1 ( W ) ST A = 2 + 3 5 . 0 0 ( S S L N - A ( 1 ) ) RI M = 3 3 0 . 0 8 4+75 .E< MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 401 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 4 0 1 ) S S L N - A P & P . d w g - S H E E T : 4 0 1 A p r 2 4 , 2 0 2 4 - 2 : 2 6 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SSLN-A PLAN & PROFILE SSLNA PRO)ILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SSLNA PLAN SCALE: 1" = 40' SCALE 1 INCH = 40 FEET 40 20 4000 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. REMOVE CLEANOUT AND INSTALL MANHOLE PER CWS DWG 010, SHEET D4.01. CONTRACTOR TO FIELD VERIFY EXISTING SLOPE AND ALIGNMENT AND NOTIFY ENGINEER OF ANY DISCREPANCIES. AFTER MANHOLE CONSTRUCTION, CONTRACTOR TO VIDEO INSPECT THE DOWNSTREAM STORM LINE 20' FROM CONNECTION. CONTRACTOR TO PROVIDE A VIDEO TO THE CWS INSPECTOR FOR REVIEW AND APPROVAL. SANITAR< NOTES: 1 5 SSLN-B SEE SHEET 402 29 1 . 9 1 29 1 . 8 2 29 9 . 2 4 29 9 . 0 3 32 9 . 1 0 32 0 . 5 0 0.0619 0.0904 1+002+003+004+005+006+00 1+002+003+004+004+671+001+97 14 13 1118171615 1 8765432 10 19 9 12 SD SDSDSDSDSDSDSDSDSD SD SD SS S S SS SS SS SS SSSSSS SS SS SSSS SSSSSSSS SSMH C1 SSMH B3SSMH D1 SSMH B2 SSMH B1 SSMH A2 1 8.00' PUE, TYP. SS L N - A SSLN-B 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. (TYP) (TYP) SW P E R T H R D SW 164TH AVE SSLN-D 1 2 2 1 2 SS L N - A SS L N - C SS L N - C 11 (TYP) 2 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. SW E V E R T O N S T W W W W W W W W W W W W W W W W 275 280 290 300 310 320 330 340 275 280 290 300 310 320 330 340 0+751+002+003+004+004+75 SS M H B 3 ST A = 4 + 7 1 . 0 7 , 5 . 0 0 ' L (1 6 4 T H ) 8" I E O U T = 3 1 9 . 9 1 ( S ) ST A = 4 + 6 7 . 1 4 ( S S L N - B ) RI M = 3 3 0 . 2 7 SS M H B 2 ST A = 3 + 6 7 . 5 9 , 5 . 0 0 ' L (1 6 4 T H ) 8" I E I N = 3 1 8 . 8 6 ( N ) 8" I E O U T = 3 1 8 . 6 6 ( S ) ST A = 3 + 6 3 . 6 7 ( S S L N - B ) RI M = 3 2 7 . 2 1 SS M H B 1 ST A = 1 + 6 1 . 7 3 , 5 . 0 0 ' L (1 6 4 T H ) 8" I E I N = 3 0 1 . 7 5 ( N ) 8" I E O U T = 3 0 1 . 5 5 ( S ) ST A = 1 + 5 7 . 8 0 ( S S L N - B ) RI M = 3 0 9 . 9 2 SS M H A 2 ST A = 2 5 + 7 9 . 2 5 , 3 . 9 2 ' L (P E R T H ) 8" I E I N = 2 9 9 . 5 2 ( E ) 8" I E I N = 2 9 9 . 5 2 ( N ) 8" I E O U T = 2 9 9 . 3 2 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - B ) RI M = 3 0 8 . 2 2 103.47 LF 8" (PVC) @ S=0.0102 205. 8 7 L F 8 " ( P V C ) @ S= 0 . 0 8 2 1 57.80 LF 8" (PVC) @ S=0.0351 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP. SANITARY LATERAL, TYP.SANITARY LINE, TYP. STORM LINE, TYP. 10"SD/8"SS 2.54' CLR WATER LINE, TYP. 10"SD/8"SS 2.56' CLR SS M H C 1 ST A = 3 1 + 9 4 . 3 6 , 5 . 0 1 ' L (E V E R T O N ) 8" I E I N = 3 2 0 . 1 7 ( E ) 8" I E I N = 3 2 0 . 1 7 ( N ) 8" I E O U T = 3 1 9 . 9 7 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - D ) RI M = 3 3 1 . 2 7 SS M H D 1 ST A = 6 + 3 5 . 2 4 , 5 . 0 0 ' L (1 6 4 T H ) 8" I E O U T = 3 2 2 . 1 1 ( S ) ST A = 1 + 9 6 . 6 8 ( S S L N - D ) RI M = 3 2 9 . 5 4 295 300 310 320 330 340 295 300 310 320 330 340 0+751+002+002+50 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP. SANITARY LATERAL, TYP. SANITARY LINE, TYP. STORM LINE, TYP. WATER LINE, TYP. 96.68 LF 8" (PVC) @ S=0.0201 SANITARY LATERAL TABLE LOT # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 STATION 1+91.23 (SSLN-D) 1+62.15 (SSLN-D) 4+57.63 (SSLN-B) 4+05.28 (SSLN-B) 3+80.02 (SSLN-B) 3+15.28 (SSLN-B) 2+77.63 (SSLN-B) 2+25.28 (SSLN-B) 1+91.32 (SSLN-B) 1+49.33 (SSLN-B) 1+52.08 (SSLN-B) 1+96.86 (SSLN-B) 2+35.28 (SSLN-B) 2+80.63 (SSLN-B) 3+25.28 (SSLN-B) 3+77.02 (SSLN-B) 4+15.28 (SSLN-B) 4+60.63 (SSLN-B) LENGTH 27.61' 27.11' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.01' SLOPE 8.28% 12.84% 18.84% 17.10% 14.62% 17.14% 19.68% 15.01% 15.88% 14.29% 11.30% 12.40% 13.24% 12.00% 10.50% 11.43% 10.00% 7.50% IE AT MAIN 322.17 321.58 319.98 319.45 319.19 314.85 311.76 307.46 304.67 301.42 301.51 305.12 308.28 312.00 315.67 319.16 319.55 320.01 IE AT LOT 324.45 325.06 325.26 324.23 323.28 319.65 317.27 311.66 309.11 305.42 305.81 309.83 313.31 316.56 319.66 323.50 323.35 322.86 DEPTH 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 5.92' 6.06' 5.00' 6.30' 7.34' KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 402 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 4 0 2 ) S S L N - B P & P . d w g - S H E E T : 4 0 2 A p r 1 9 , 2 0 2 4 - 3 : 0 1 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SSLN-B & SSLN-D PLAN & PROFILE SSLNB PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SSLNB & SSLND PLAN SCALE: 1" = 40' SCALE 1 INCH = 40 FEET 40 20 4000 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 SSLN-C SEE SHEET 403 SSLN-C SEE SHEET 403 SSLN-A SEE SHEET 401 SSLN-A SEE SHEET 401 SSLND PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 31 8 . 2 1 30 1 . 2 5 29 9 . 2 4 29 9 . 0 3 0.08 0 0 0.0348 10.3%325.0 11.6%324.8 17.6%324.8 15.4%323.6 16.9%316.2 12.3%304.7 9.4%307.1 16.2%307.5 16.3%311.2 11.0%312.3 9.6%319.1 11.8%324.6 311.5 301.1 301.2 315.3 4.5' 5.2' 5.4' 5.6' 6.0' 6.9' 5.8' 3.4' 3.6' 6.0' 6.7' 5.5' 31+00 32+00 33+000+76 1+00 2+00 3+00 4+00 5+00 5+18 18 1 20 3 2 19 S D S D S D SD SDSSSSS XSS SS SS SS SS SS SS S S S S 1 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 2 1 W 4 TRACT A212223 PHASE BOUNDARY SITE BOUNDARY SITE BOUNDARY 15.00' SANITARY SEWER EASEMENT TO BENEFIT CWS 5 0 4 5 0 4 6 4 4 6 4 4 (TYP) SW 1 6 4 T H A V E SW EVERTON ST SSLN-C SS L N - D RIVER TERRACE PARK FUTURE PHASE SSMH C2 SSMH C1 EX SSMH U1 TL 500 2A SITE BOUNDARY 8.00' PUE, TYP. W W W W W W WW SSMH D1 SW 1 6 4 T H A V E SSMH B3 S C 290 300 310 320 330 340 350 360 290 300 310 320 330 340 350 360 0+75 1+00 2+00 3+00 4+00 5+00 5+50 125.08 LF 8" ( P V C ) @ S=0.0381 292.72 L F 8 " ( P V C ) @ S=0.0 8 5 1 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING STORM LATERAL, TYP. SANITARY LATERAL, TYP. SANITARY LINE, TYP. STORM LINE, TYP. WATER LINE, TYP. 12"SD/8"SS 0.67' CLR SS M H C 1 ST A = 3 1 + 9 4 . 3 6 , 5 . 0 1 ' L (E V E R T O N ) 8" I E I N = 3 2 0 . 1 7 ( E ) 8" I E I N = 3 2 0 . 1 7 ( N ) 8" I E O U T = 3 1 9 . 9 7 ( W ) ST A = 2 + 2 5 . 0 8 ( S S L N - C ) RI M = 3 3 1 . 2 7 SS M H C 2 ST A = 3 4 + 8 7 . 0 8 , 5 . 0 0 ' L (E V E R T O N ) 4" I E I N = 3 4 5 . 5 6 ( E ) 8" I E O U T = 3 4 5 . 0 6 ( W ) ST A = 5 + 1 7 . 8 0 ( S S L N - C ) RI M = 3 5 8 . 5 7 EX S S M H U 1 ST A : 1 + 0 0 . 0 0 , 0 . 0 0 ' (S S L N - C ) RI M = 3 2 2 . 3 0 8" I E I N = 3 1 5 . 2 0 ( E ) 8" I E O U T = 3 1 5 . 0 0 ( W ) 16"WTR/8"SS 3.03' CLR 10"SD/8"SS 3.66' CLR SANITARY LATERAL TABLE LOT # 19 20 21 22 23 TL 500 STATION 2+82.48 (SSLN-C) 3+24.47 (SSLN-C) 3+65.68 (SSLN-C) 4+29.55 (SSLN-C) 4+66.97 (SSLN-C) 5+17.80 (SSLN-C) LENGTH 29.99' 29.99' 29.99' 30.00' 30.00' 19.19' SLOPE 14.62% 18.02% 19.17% 23.79% 20.07% 51.88% IE AT MAIN 325.21 328.79 332.29 337.72 340.91 345.56 IE AT LOT 329.60 334.19 338.04 344.86 346.93 355.52 DEPTH 5.00' 5.00' 5.00' 5.00' 5.00' 0.00' *LATERAL TO SERVE FUTURE PHASE LOT * * * SSMH C2 * ** NO BOARD ** KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 403 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 4 0 3 ) S S L N - C P & P . d w g - S H E E T : 4 0 3 A p r 1 9 , 2 0 2 4 - 3 : 0 2 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SSLN-C PLAN & PROFILE SSLNC PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SSLNC PLAN SCALE: 1" = 40' SCALE 1 INCH = 40 FEET 40 20 4000 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC PIPE TO BE ASTM D3034 UNLESS OTHERWISE NOTED. INSTALL SANITARY MANHOLE PER CWS DWG NO 010, SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.02 SERVING TAX LOT 500. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. CONNECT TO EXISTING MANHOLE, CORE DRILL MANHOLE AND INSTALL SAND COLLAR PER CWS DWG 030, SHEET D4.01. SANITARY NOTES: 1 2 4 SSLN-B SEE SHEET 402 2A 35 7 . 5 5 34 6 . 5 1 22.1%331.8 24.2%336.1 24.3%339.6 28.8%346.4 28.7%349.5 2.8' 3.1' 3.5' 3.5' 2.4' N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 4 . 0 1 ) S A N I T A R Y D E T A I L S . d w g - S H E E T : D 4 . 0 1 A p r 1 9 , 2 0 2 4 - 3 : 0 2 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA D4.01 RIVER TERRACE PARK PHASE 1 SANITARY DETAILS N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 4 . 0 1 ) S A N I T A R Y D E T A I L S . d w g - S H E E T : D 4 . 0 2 A p r 1 9 , 2 0 2 4 - 3 : 0 2 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA D4.02 RIVER TERRACE PARK PHASE 1 SANITARY DETAILS (2) DSD SD SD SD SD SD SD SD SD SD SD SD SDSSSS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S C SS SS SS SS W 5 0 4 5 0 4 PGE 5106 6 4 4 6 4 4 6 4 4 6 4 4 64 4 64 4 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 10 19 9 12 25+00 26+00 27+00 28+00 29+00 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 31+00 32+00 33+00 34+00 35+00 PHASE BOUNDARY 15.00' SANITARY SEWER EASEMENT TYP. 1 TYP. 1 TYP. 1 TYP. 1 TYP. 1 2 2 3 7 4 5 6 8 10 11 TRACT B RIVER TERRACE PARK FUTURE PHASE SITE BOUNDARY 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 11 3 3 7 7 7 7 1D 1D 12 12 W W W W W W W W W W W W W W W W W W WW 55 0 16 " 5508"5508" 55 0 16 " 55016" 15.00' SANITARY SEWER EASEMENT SC SC S C S C SC S C SC SC SD STA: 33+26.27, 35.95'R EVERTON STA: 33+23.61, 45.95'R EVERTON STA: 32+08.39, 35.94'R EVERTON STA: 31+24.02, 35.91'R EVERTON STA: 30+58.64, 34.87'R EVERTON STA: 6+44.19, 6.06'R 164TH STA: 24+62.04, 40.48'R PERTH STA: 25+93.04, 40.48'R PERTH STA: 26+96.16, 40.52'R PERTH STA: 26+93.04, 5.94'R PERTH STA: 6+36.17, 5.51'R 164TH STA: 6+32.94, 7.79'R 164TH STA: 31+70.72, 35.94'R EVERTON STA: 32+27.96, 35.94'R EVERTON STA: 4+77.40, 8.78'R 164TH STA: 5+34.82, 8.18'R 164TH STA: 1+01.68, 8.80'R 164TH STA: 25+63.01, 40.47'R PERTH STA: 26+81.29, 47.94'R PERTH STA: 33+14.00, 45.94'R EVERTON STA: 33+29.52, 9.02'R EVERTON STA: 27+00.06, 13.61'R PERTH 501SCALE 1 INCH = 40 FEET 40 20 4000 RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 5 0 1 - 5 0 2 ) W T L N P & P . d w g - S H E E T : 5 0 1 A p r 2 4 , 2 0 2 4 - 2 : 2 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA WATER PLAN WATER NOTES: INSTALL 1" WATER SERVICE PER DETAIL 520, SHEET D5.01. INSTALL 1" WATER SERVICE WITH 1 1/2" WATER METER PER DETAIL 531, SHEET D5.01. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. INSTALL 8" MJ GATE VALVE INSTALL 8" 11.25° MJ BEND INSTALL 16"X 8" MJ CROSS INSTALL 16"X 16"X 16" MJ TEE INSTALL 16" BUTTERFLY VALVE INSTALL 16" 45° MJ BEND INSTALL 1" STANDARD AIR RLEASE VALVE PER DETAIL 590, SHEET D5.01. REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8" WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 16" WATER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. INSTALL 2" TEMPORARY BLOW OFF PER DETAIL 570, SHEET D5.01. 1 2 3 4 5 6 8 GENERAL NOTES: 1.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 JOINT) UNLESS OTHERWISE SPECIFIED. 2.MIN. HYDRANT FLOW RATE = 1,000 GPM @ 20 PSI. 3.HYDRANT FLOW TEST HAS BEEN DEFERRED. 7 9 11 10 1D 12 NOT INSTALLED NOT INSTALLED TO BE INSTALLED WITH PHASE 2 290 300 310 320 330 290 300 310 320 330 24+50 25+00 26+00 27+00 EXISTING GROUND @ PIPE CENTERLINE FINISH GRADE @ PIPE CENTERLINE PROPOSED 16" PRESSURE PIPE 3.00' MINIMUM COVER 3.00' TYPICAL OVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS 10"SD/16"WT 0.51' CLR DEFLECT WATERLINE UNDER STORM LINE 310 320 330 340 350 310 320 330 340 350 30+50 31+00 32+00 33+00 33+50 EXISTING GROUND @ PIPE CENTERLINE FINISH GRADE @ PIPE CENTERLINE PROPOSED 8" PRESSURE PIPE 3.00' MINIMUM COVER 3.00' TYPICAL OVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS 8"WT/10"SD 0.55' CLR 295 300 310 320 330 340 295 300 310 320 330 340 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 EXISTING GROUND @ PIPE CENTERLINE FINISH GRADE @ PIPE CENTERLINE PROPOSED 16" PRESSURE PIPE 3.00' MINIMUM COVER 3.00' TYPICAL OVER 0.50' MINIMUM SEPARATION WITH STORM CROSSINGS 10"SD/16"WT 0.51' CLR DEFLECT WATERLINE UNDER STORM LINE 502 RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( 5 0 1 - 5 0 2 ) W T L N P & P . d w g - S H E E T : 5 0 2 A p r 1 9 , 2 0 2 4 - 3 : 0 3 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA WATER PROFILE SW PERTH RD PROFILE HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' SW 164TH AVE PROFILE HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' SW EVERTON ST PROFILE HORIZ SCALE: 1" = 40', VERT SCALE: 1" = 10' D5.01 RIVER TERRACE PARK PHASE 1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( D 5 . 0 1 ) W A T E R D E T A I L S . d w g - S H E E T : D 5 . 0 1 A p r 1 9 , 2 0 2 4 - 3 : 0 3 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA WATER DETAILS SW 1 6 4 T H A V E SW EVERTON STREET SW PERTH RD 2 3 1 C E 6 E7 2 3 1 C E 3 4 1 C A A 8 5 RR 14 13 11 18 17 16 15 1 8 7 20 6 5 4 3 2 10 19 9 12 U C C C C9 SS1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( S S 1 - S S 4 ) S I G N A G E & S T R I P I N G P H 1 . d w g - S H E E T : S S 1 A p r 2 4 , 2 0 2 4 - 2 : 2 7 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA SIGNAGE & STRIPING RIVER TERRACE PARK PHASE 1 1 INCH 30 FEET 30 15 30 SCALE 0 STOP HI INTENSITY SIGN 30" X 30" TYPE R1-1 1 SIGN PUBLIC 2 SIDED 2 SW EVERTON ST SIGN PUBLIC 2 SIDED 3 SW 164TH AVE SW PERTH RD SIGN PUBLIC 2 SIDED 4 12" X 18" TYPE R7-1 SIGN 8 STREET BARRICADE PER DETAIL ON SHEET SS2 A NO PARKING ANY TIME 24" X 30" TYPE W13-1P 24" X 30" TYPE R2-1 CROSSWALK CLOSED SIGN 9 24" X 18" TYPE OR22-7 N N M STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: C = STREETSCAPE CONTEMPORARY CAST BASE AND SMOOTH POST INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND SEE SHEET SS4 FOR DETAILS. STRIPING NOTES A-W SEE SHEETS SS2-SS4 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 192 ON SHEET SS2. STREET SIGN NOTES A 1-9 SIGN 5 12" X 18" NO PARKING ANY TIME TYPE R7-1 RIGHT VARIANT SIGN 6 SIGN 7 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( S S 1 - S S 4 ) S I G N A G E & S T R I P I N G P H 1 . d w g - S H E E T : S S 2 A p r 1 9 , 2 0 2 4 - 3 : 0 3 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SS2 SIGNAGE & STRIPING DETAILS STREET SIGN DETAIL NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY 42" STREET SIGN DETAIL N.T.S. N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( S S 1 - S S 4 ) S I G N A G E & S T R I P I N G P H 1 . d w g - S H E E T : S S 3 A p r 1 9 , 2 0 2 4 - 3 : 0 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SS3 SIGNAGE & STRIPING DETAILS (2) N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ P h a s e 1 \ 1 4 6 0 0 4 . ( S S 1 - S S 4 ) S I G N A G E & S T R I P I N G P H 1 . d w g - S H E E T : S S 4 A p r 1 9 , 2 0 2 4 - 3 : 0 4 p m j e f f REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 BAA AS-BUILTS 146-004 04/19/20241ST SUBMITTAL: NO. TYPE: TI G A R D C A S E F I L E : # P D R 2 0 1 6 - 0 0 0 1 5 04/19/24 BAA RIVER TERRACE PARK PHASE 1 SS4 SIGNAGE & STRIPING DETAILS (3) PGE 5106 6 4 4 6 4 4 64 4 64 4 O O O O O O O O O O O O O O O O O O O O O O O O O O O O 14 4,140 SF 13 4,140 SF 11 4,674 SF 17 4,140 SF 16 4,140 SF 15 4,140 SF 8 4,140 SF 7 4,140 SF 6 4,140 SF 5 4,140 SF 4 4,140 SF 10 4,701 SF 9 4,140 SF 12 4,140 SF O O O O O O O O 14 4,140 SF 13 4,140 SF 11 4,674 SF 17 4,140 SF 16 4,140 SF 15 4,140 SF 8 4,140 SF 7 4,140 SF 6 4,140 SF 5 4,140 SF 4 4,140 SF 10 4,701 SF 9 4,140 SF 12 4,140 SF TRACT A 22,221 SF TRACT B 81,729 SF W W W W W W W W W W WWW SW 1 6 4 T H A V E 519'=13 R-12 R-7 R-7 R-12 505'=13 A D E234'=6 ST R E E T T R E E S A N D L A W N T O B E IN S T A L L E D A T T I M E O F H O M E B U I L D ST R E E T T R E E S A N D L A W N T O B E IN S T A L L E D A T T I M E O F H O M E B U I L D 9002 9003 9004 9005 9007 9008 9009 9010 9011 9012 9013 9014 9015 9016 9017 9018 9019 9077 9078 9079 9080 9136913791389139914091429143 L1.02 1-3 L1.03 1 SW PERTH RD PR O P E R T Y L I N E STREET TREE STREET TREE WITH OPEN SOIL STREET TREE WITH ROOT PATH L1.03 2 STAND B-1 AREA: 16,792 SF CANOPY: 20,990 SF STAND A-3 AREA: 19,450 SF CANOPY: 38,901 SF STAND A-1 AREA: 1,296 SF CANOPY: 2,591 SF STAND A-2 AREA: 22,837 SF CANOPY: 28,539 SF WETLAND B WETLAND C WATER QUALITY FACILITY SEE PHASE 2 SUBMITTAL EXISTING TREE TO REMAIN, TYP STAND B-2 AREA: 3,268 SF CANOPY: 4,085 SF STREET TREES BY STREET FRONTAGES FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES TOTAL = 40 REQUIRED STREET FRONTAGE TREES 190'=5 K STREET FRONTAGE IDENTIFIER FRONTAGE LENGTH REQUIRED STREET TREE QUANTITY LENGTH/40 505' / 40 = 13 TREES 165' / 40 = 4 TREES 180' / 40 = 5 TREES 519' / 40 = 13 TREES 234' / 40 = 6 TREES B A C D E TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER 8 CERCIDIPHYLLUM JAPONICUM / KATSURA TREE 2" CAL.B&B 12 CLADRASTIS KENTUKEA / AMERICAN YELLOWWOOD 2" CAL.B&B 22 GLEDITSIA TRIACANTHOS INERMIS / THORNLESS HONEY LOCUST 2" CAL.B&B STREET TREE PLANTING LEGEND TOTAL: 42 GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE 6,826 SF PRO-TIME 309 SUPREME MIX BY HOBBS & HOPKINS LTD,SEED RATE: 8 LBS. PER 1,000 SF STATEMENT: I, MICHELLE L. HUNDLEY, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. MICHELLE L. HUNDLEY REGISTERED LANDSCAPE ARCHITECT #1085 TREES IN THESE AREAS WILL BE PLANTED WITH OPEN SOIL. 5 0 4 5 0 4 6 4 4 6 4 4 18 5,043 SF 1 4,540 SF 20 5,050 SF 3 4,983 SF 2 4,725 SF 18 5,043 SF 1 4,540 SF 20 5,050 SF 3 4,983 SF 2 4,725 SF 19 5,808 SF W W W W W W W WW R-7 165'=4 B C 180'=5 ST R E E T T R E E S A N D L A W N T O BE I N S T A L L E D A T T I M E O F HO M E B U I L D ST R E E T T R E E S A N D L A W N T O BE I N S T A L L E D A T T I M E O F HO M E B U I L D 9001 9000 9006 9020 9021 9022 9023 9024 9025 9026 9035903690379038 L1.02 1-3 SW EVERTON ST PROPERTY LINE SW 1 6 4 T H A V E STREET TREE STREET TREE WITH OPEN SOIL L1.03 2 STREET TREE WITH ROOT PATHL1.03 1 KEY MAP SW 1 6 4 T H A V E SW PERTH RD SW EVERTON ST 6CA/E 0 1 INCH = 40 FEET 40 20 40 RIVER TERRACE PARK PHASE 1 /101 TREE CANOPY SITE PLAN TREE CANOPY SITE PLAN - AREA 11 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 1 ) T R E E C A N O P Y S I T E P L A N - P H 1 . d w g - S H E E T : L 1 . 0 1 M a y 0 6 , 2 0 2 4 - 4 : 3 5 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH PROPOSED AND PRESERVED TREE STANDS TRACT A TOTAL AREA TREE CANOPY AREA PROPOSED 22,837 SF 28,546 SF PRESERVED 21,376 SF 42,752 SF TRACT B TOTAL AREA TREE CANOPY AREA PROPOSED 20,060 SF 25,075 SF TREE CANOPY SITE PLAN - AREA 22 1 2 MATCHLINE SEE SHEET L1.01-2 MATCHLINE SEE SHEET L1.01-1 05-06-2024 MLH N2TE6 P/ANTE' A5EA6 8N'E5 6T5EET T5EE6 T2 %E 6EE'E' :ITH *5A66 6EE' 68P5EME MI; /A:N /A:N 6EE'E' P52TIME 30 68P5EME MI; *5A66 6EE' %Y H2%%6 AN' H2PKIN6 /T' 5ATE /%61000 648A5E FEET 1A PE5MANENT 8N'E5*528N' I55I*ATI2N 6Y6TEM :I// %E P529I'E' F25 A// 6T5EET T5EE6 /A:N A5EA6 2522T %A55IE56 6HA// %E IN6TA//E' ACC25'IN* T2 MAN8FACT85E 6 6PECIFICATI2N6 :HEN A T5EE I6 P/ANTE' :ITHIN FEET 2F ANY HA5' 685FACE PA9IN* 25 8TI/ITY %2; F25 /2CA/ 6T5EET 6EE 'ETAI/ 1 2 THI6 6HEET 3 IF 62I/ C2MPACTI2N 2CC856 %ACKH2E T85NIN* 6H28/' %E 86E' T2 /226EN THE 62I/ ·%ACKH2E T85NIN* 5EM29E ANY /AYE56 2F *22' T2P62I/ 6P5EA' 34 2F 25*ANIC6 HI*H/I*NIN C2MP26T 25 E6C6 E;PAN'E' 6HA/ECA/CINE C/AY AMEN'MENT 29E5 THE A5EA P5I25 T2 T85NIN* THE 62I/ MAINTAIN A 6AFE 'I6TANCE F52M PA9IN* 6I'E:A/K6 AN' 6T58CT85E6 86E %ACKH2E T2 T85N 62I/ T2 36 'EPTH %5EAK 62I/ INT2 /A5*E PE'6 AN' /226E/Y INC25P25ATE THE 62I/ AMEN'MENT MAINTAIN A 6/2PE 2F C2MPACTE' 62I/ AT THE E'*E 2F PA9IN* 62 A6 N2T T2 8N'E5MINE THE PA9IN* 68%%A6E HAN' T85NIN* MAY %E NECE66A5Y A/2N* THE E'*E 2F PA9IN* AN' AT :A//6 '2 N2T TI// T2 A 'EPTH *5EATE5 THAN THE %2TT2M 2F F22TIN* AFTE5 T85NIN* 5E6P5EA' T2P62I/ AN' 3 2F YA5' :A6TE 25*ANIC AMEN'MENT 29E5 THE 685FACE AN' /I*HT/Y TI// T2 %5EAK THE 62I/ TE;T85E 68ITA%/E T2 FINE *5A'E *ENE5A/ N2TE6 /AN'6CAPE P/AN 1THE C2NT5ACT25 6HA// 9E5IFY :ITH 2:NE5 AN' 8TI/ITY C2MPANIE6 THE /2CATI2N6 2F A// 8TI/ITIE6 P5I25 T2 C2N6T58CTI2N THE C2NT5ACT25 6HA// 'ETE5MINE IN THE FIE/' THE ACT8A/ /2CATI2N6 AN' E/E9ATI2N6 2F A// E;I6TIN* 8TI/ITIE6 :HETHE5 6H2:N 2N THE P/AN6 25 N2T THE C2NT5ACT25 6HA// CA// 8TI/ITY P52TECTI2N 6E59ICE 2 H2856 P5I25 T2 C2N6T58CTI2N 2THE C2NT5ACT25 6HA// E;AMINE FINI6H 685FACE *5A'E6 T2P62I/ 48A/ITY AN' 'EPTH '2 N2T 6TA5T ANY :25K 8NTI/ 8N6ATI6FACT25Y C2N'ITI2N6 HA9E %EEN C255ECTE' 9E5IFY /IMIT6 2F :25K %EF25E 6TA5TIN* 3C2NT5ACT25 T2 5EP25T A// 'AMA*E6 T2 E;I6TIN* C2N'ITI2N6 AN' INC2N6I6TENCIE6 :ITH P/AN6 T2 2'5 4A// P/ANT MA66E6 T2 %E C2NTAINE' :ITHIN A %A5K M8/CH %E' 8N/E66 N2TE' 2THE5:I6E86E ME'I8M A*E' 'A5K FI5 M8/CH APP/Y A 8NIF25M 34 INCH /AYE5 2F %A5K M8/CH A528N' T5EE6 AN' 6H58%6 IN *ENE5A/ /AN'6CAPE AN' 23 INCH /AYE5 IN 6T25M:ATE5 FACI/ITIE6 KEEP M8/CH AT /EA6T 6 INCHE6 A:AY F52M THE T58NK6 2F T5EE6 P/ACE AFTE5 62I/ %/EN' AN' 9E*ETATI2N IN6TA//ATI2N %E' E'*E T2 %E N2 /E66 THAN 11 AN' N2 M25E THAN 1 F52M 28TE5 E'*E 2F P/ANT MATE5IA/ %5ANCHIN* :HE5E *528N'C29E5 2CC856 P/ANT T2 /IMIT6 2F A5EA A6 6H2:N 6C2NT5ACT25 6HA// MAINTAIN P26ITI9E '5AINA*E IN A// /AN'6CAPE %E'6 AN' A// /A:N A5EA6 C2NT5ACT25 T2 FINE *5A'E AN' 52CKH28N' A// T85F A5EA6 P5I25 T2 6EE'IN* T2 P529I'E A 6M22TH AN' C2NTIN8A/ 685FACE F5EE 2F I55E*8/A5ITIE6 %8MP6 25 'EP5E66I2N6 E;T5ANE286 MATE5IA/ 25 'E%5I6 48ANTITIE6 6H2:N A5E INTEN'E' T2 A66I6T C2NT5ACT25 IN E9A/8ATIN* THEI5 2:N TAKE2FF6 AN' A5E N2T *8A5ANTEE' A6 ACC85ATE 5EP5E6ENTATI2N6 2F 5E48I5E' MATE5IA/6 THE C2NT5ACT25 6HA// %E 5E6P2N6I%/E F25 HI6 %I' 48ANTITIE6 A6 5E48I5E' %Y THE P/AN6 AN' 6PECIFICATI2N6 IF THE5E I6 A 'I6C5EPANCY %ET:EEN THE N8M%E5 /A%E/E' 2N THE P/ANT TA* AN' THE 48ANTITY 2F *5APHIC 6YM%2/6 6H2:N THE *5APHIC 6YM%2/ 48ANTITY 6HA// *29E5N C225'INATE /AN'6CAPE IN6TA//ATI2N :ITH IN6TA//ATI2N 2F 8N'E5*528N' 6P5INK/E5 AN' '5AINA*E 6Y6TEM6 10:ITH THE E;CEPTI2N 2F TH26E T5EE6 IN'ICATE' 2N THE T5EE 5EM29A/ P/AN C2NT5ACT25 6HA// N2T 5EM29E ANY T5EE6 '85IN* C2N6T58CTI2N :ITH28T THE E;P5E66 :5ITTEN C2N6ENT 2F THE 2'5 E;I6TIN* 9E*ETATI2N T2 5EMAIN 6HA// %E P52TECTE' A6 'I5ECTE' %Y THE 2'5 11:HE5E P52P26E' T5EE /2CATI2N6 2CC85 8N'E5 E;I6TIN* 29E5HEA' 8TI/ITIE6 25 C52:' E;I6TIN* T5EE6 N2TIFY 2'5 T2 A'-86T T5EE /2CATI2N6 12/AN'6CAPE MAINTENANCE PE5I2' %E*IN6 IMME'IATE/Y AFTE5 THE C2MP/ETI2N 2F A// P/ANTIN* 2PE5ATI2N6 AN' :5ITTEN N2TIFICATI2N T2 THE 2'5 MAINTAIN T5EE6 6H58%6 /A:N6 AN' 2THE5 P/ANT6 8NTI/ FINA/ ACCEPTANCE 25 0 'AY6 AFTE5 N2TIFICATI2N AN' ACCEPTANCE :HICHE9E5 I6 /2N*E5 135EM29E E;I6TIN* :EE'6 F52M P52-ECT 6ITE P5I25 T2 THE A''ITI2N 2F 25*ANIC AMEN'MENT6 AN' FE5TI/I=E5 APP/Y AMEN'MENT6 AN' FE5TI/I=E5 PE5 THE 5EC2MMEN'ATI2N6 2F THE 62I/ ANA/Y6I6 F52M THE 6ITE 14%ACK FI// MATE5IA/ F25 T5EE AN' 6H58% P/ANTIN* 6HA// C2NTAIN 2NE PA5T FINE *5A'E C2MP26T T2 2NE PA5T T2P62I/ %Y 92/8ME %2NE MEA/ PE5 MAN8FACT85E 6 5EC2MMEN'ATI2N AN' 6/2: 5E/EA6E FE5TI/I=E5 PE5 MAN8FACT85E5 6 5EC2MMEN'ATI2N 1*528N' C29E56 AN' PE5ENNIA/6 6HA// %E P/ANTE' :ITH A MA;IM8M 2 INCH C29E5 2F %A5K M8/CH :ITH N2 F2/IA*E C29E5E' 16C2NT5ACT25 6HA// 2%TAIN :5ITTEN APP529A/ F25 A// P/ANT MATE5IA/ 68%6TIT8TI2N6 F52M THE /AN'6CAPE A5CHITECT P5I25 T2 IN6TA//ATI2N P/ANT 68%6TIT8TI2N6 :ITH28T P5I25 :5ITTEN APP529A/ THAT '2 N2T C2MP/Y :ITH THE '5A:IN*6 AN' 6PECIFICATI2N6 MAY %E 5E-ECTE' %Y THE /AN'6CAPE A5CHITECT AT N2 C26T T2 THE 2:NE5 THE6E ITEM6 MAY %E 5E48I5E' T2 %E 5EP/ACE' :ITH P/ANT MATE5IA/6 THAT A5E IN C2MP/IANCE :ITH THE '5A:IN*6 1A// P/ANT MATE5IA/6 6HA// %E N856E5Y *52:N :ITH HEA/THY 522T 6Y6TEM6 AN' F8// %5ANCHIN* 'I6EA6E AN' IN6ECT F5EE AN' :ITH28T 'EFECT6 68CH A6 68N 6CA/' A%5A6I2N6 IN-85IE6 AN' 'I6FI*85EMENT 1A// P/ANT MATE5IA/ 6HA// %E IN6TA//E' AT THE 6I=E AN' 48ANTITY 6PECIFIE' THE /AN'6CAPE A5CHITECT I6 N2T 5E6P2N6I%/E F25 68%6TAN'A5' 5E68/T6 CA86E' %Y 5E'8CTI2N IN 6I=E AN'25 48ANTITY 2F P/ANT MATE5IA/6 16T25M:ATE5 FACI/ITY %/EN'E' 62I/ PE5 CITY 2F P25T/AN' 6ECTI2N 0104014 2062I/ P5EPA5ATI2N 6H28/' C2MP/Y :ITH MA6TE56PEC 6PECIFICATI2N 6ECTI2N 32113 21A// MATE5IA/6 A5E 68%-ECT T2 THE APP529A/ 2F THE /AN'6CAPE A5CHITECT AN' /AN' 2:NE5 AT ANY TIME /AN'6CAPE A5CHITECT T2 IN6PECT A// P/ANT /2CATI2N6 AN' P/ANT %E' C2N'ITI2N6 P5I25 T2 IN6TA//ATI2N 2N6ITE A'-86TMENT6 MAY %E 5E48I5E' 22C2NT5ACT25 T2 9E5IFY %E' MEA685EMENT6 AN' IN6TA// APP52P5IATE 48ANTITIE6 A6 *29E5NE' %Y P/ANT 6PACIN* PE5 6CHE'8/E P/ANT MATE5IA/ 48ANTITIE6 6H2:N 2N P/AN A5E MINIM8M 48ANTITIE6 A''ITI2NA/ MATE5IA/ MAY %E NEE'E' T2 MEET 6PACIN* 5E48I5EMENT6 AN' FIE/' C2N'ITI2N6 23ANY P/ANT MATE5IA/ IN6TA//E' IN AN INC255ECT /2CATI2N %Y THE -8'*EMENT 2F THE /AN'6CAPE A5CHITECT 6HA// %E 5EIN6TA//E' AT THE C2NT5ACT25 6 E;PEN6E 24/AN'6CAPE C2NT5ACT25 6HA// 9E5IFY A/I*NMENT AN' /2CATI2N 2F 8N'E5*528N' AN' A%29E*528N' 8TI/ITIE6 AN' P529I'E THE NECE66A5Y P52TECTI2N F25 THE 6AME %EF25E C2N6T58CTI2N %E*IN6 2N2 P/ANT MATE5IA/ 68%6TIT8TI2N6 :I// %E ACCEPTE' 8N/E66 APP529A/ I6 *5ANTE' %Y THE /AN'6CAPE A5CHITECT T2 THE /AN'6CAPE C2NT5ACT25 26C2NT5ACT25 T2 *I9E THE /AN'6CAPE A5CHITECT A MINIM8M 2F 4 H2856 N2TICE F25 5E48I5E' 25 5E48E6TE' -2% 6ITE 9I6IT C85% *8TTE5 6T5EET PL A N T E R S T R I P WI D T H V A R I E S CL 6' 12' 6I'E:A/K M8/CH T5EE T58NK T5EE TIE 6TAKE6 'EEP522T T5EE 522T %A55IE5 8%242 IN6TA// 2 %E/2: C85% *5A'E %2TH 6I'E6 12 /INEA5 FEET MIN 2' SCALE: DECIDUOUS TREE1 SCALE: TREE PLANTER & BARRIER FOR TREES IN RIGHT OF WAY2 DYH MIN 1 6T5EET 5I*HT :AY C25NE5 MIN 4 MIN 4 MIN 4 MIN 2 N2T C/26E5 THAN 20 MIN 2 12 F52M A HA5' 685FACE :ATE5 METE5 6T5EET /I*HT 6TAN'A5' FI5E HY'5ANT 8TI/ITY %2; 25 8TI/ITY P2/E CATCH %A6IN 6I'E:A/K '5I9E:AY 6I'E:A/K P/ANTE5 6T5IP P8E N2 T5EE6 H286E P25CH MIN 10 ANY 'I5ECTI2N P52PE5TY /INE /ATE5A/ 25 ANY 8N'E5*528N' 8TI/ITY P/ANTE5 6T5IP SCALE: CITY OF TIGARD STREET TREE SPACING3 1' M I N . RO O T B A L L DE P T H - 2 " DIAMETER OF ROOTBALL + 12" T5EE TIE 2 T2 %E 3 8N'E5 FI56T /IM%6 25 HI*H :HICH E9E5 I6 /2:E6T *A/9 6TEE/ :I5E /226EN T2 A//2: 4 2F M29EMENT IN A// 'I5ECTI2N6 FINI6H *5A'E C8T AN' 5EM29E T:INE %85/AP AN' :I5E %A6KET F52M T2P AN' 6I'E6 2F 522T%A// 2;2; :22' 6TAKE6 6ET 28T6I'E 522T%A// 2N :IN':A5' A;I6 5EM29E AFTE5 2NE YEA5 M8/CH A6 6PECIFIE' KEEP M8/CH C/EA5 2F T58NK %A6E N2TE 1TIE %5I*HT/Y C2/25E' P9C 5I%%2N 2N :I5E *8Y6 MIN 1 PE5 *8Y 2IN /A:N A5EA6 C8T T5EE CI5C/E AT 4 5A'I86 F52M T58NK %ACKFI// 62I/ 30 " M I N . RIVER TERRACE PARK PHASE 1 /102 TREE CANOPY PLANTING LEGEND AND NOTES N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 1 ) T R E E C A N O P Y S I T E P L A N - P H 1 . d w g - S H E E T : L 1 . 0 2 M a y 0 6 , 2 0 2 4 - 4 : 3 5 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH 5EM29A/ 6T25IN* AN' AMEN'E' 62I/6 F25 P/ANTE' A5EA6 C2NT5ACT25 6HA// 5EM29E A// 'E%5I6 F52M P/ANTE5 A5EA6 AN' E;CA9ATE T2 A 'EPTH 2F 36 INCHE6 6/2PE 6/I'E6 2F E;CA9ATI2N6 AT 11 6/2PE 25 6H25E E'*E6 T2 P5E9ENT 8N'E5MININ* 2F 9EHIC/E /2A' A5EA6 AN' T2 P529I'E A 6/2PE' P52FI/E T5AN6ITI2N %ET:EEN 62I/ TYPE6 AN' 6T58CT85A/ FI// 'I6P26E 2F 'E%5I6 AN' 68%62I/ 6T2CKPI/E E;CA9ATE' T2P62I/ IN APP529E' A5EA 2FF 6ITE E;I6TIN* AN' IMP25TE' T2P62I/ AMEN'MENT6 6HA// %E 'ETE5MINE' %Y THE /AN'6CAPE A5CHITECT AN' APP529E' %Y THE CITY A5%25I6T 62I/ MI;IN* 6HA// %E '2NE IN 'E6I*NATE' A5EA6 25 IN THE 68PP/IE56 YA5' MI; AMEN'MENT6 :ITH T2P62I/ :HEN 62I/ I6 IN A F5IA%/E C2N'ITI2N 2N/Y 'AMP AN' N2T M8''Y :ITH A'E48ATE M2I6T85E T2 %5EAK INT2 C/2'6 :HEN T85NE' AN' :I// N2T /EA9E A M8' 6TAIN 2N THE AN' PE5CENT 2F 62I/ MI;E6 :ITH A// AMEN'E' 62I/ T2 THE CITY P5I25 T2 IN6TA//ATI2N %/EN'E' 62I/ P/ACEMENT AN' C2MPACTI2N 62I/ 6HA// %E F5IA%/E :HEN P/ACE' AN' C2MPACTE' P/ACE 62I/ IN /AYE56 2F N2T M25E THAN 12 IN 'EPTH P529I'E 3 PA66E6 :ITH A 2 C2MPACT P/ATE 9I%5ATIN* C2MPACT25 C2MPACT T2 0 MA;IM8M '5Y 'EN6ITY A6 MEA685E' %Y THE P52CT25 TE6T 25 A6 APP529E' F25 6PECIFIC %/EN'E' 62I/ MI;E6 1PA5T 1 C29E5E' 62I/ MATE5IA/6 A C29E5E' 62I/ 6HA// C2N6I6T 2F THE F2//2:IN* MI;T85E 2F *5A9E/ 62I/ AN' A'MI;T85E6 1 C586HE' 52CK *5A'ATI2N 2F 100 PA66IN* 12 INCH MA; 30 PA66IN* 0 INCH 2 /2AM25*ANIC T2P62I/ 3 62I/ %IN'E5 68CH A6 ³6TA%I/I=E5´ 4 :ATE5 PA5T 2 P52P25TI2N6 2F C29E5E' 62I/ MATE5IA/6 A THE P52P25TI2N6 2F C29E5E' 62I/ MATE5IA/6 6HA// %E A6 F2//2:6 % THE TA5*ET M2I6T85E C2NTENT I6 20 %Y :EI*HT 2F THE T2P62I/ :EI*HT THE A%29E :ATE5 C2NTENT6 A668ME THE T2P I6 '5Y THE AM28NT 2F :ATE5 THAT :I// NEE' T2 %E A''E' :I// %E 'EPEN'ENT 2N THE M2I6T85E C2NTENT 2F THE 5A: MATE5IA/6 ACT8A/ AM28NT6 2F :ATE5 86E' 6HA// %E 'ETE5MINE' '85IN* MI;IN* PA5T 3 C29E5E' 62I/ MI;IN* P52CE'85E6 A MI; C29E5E' 62I/ IN %ATCHE6 2F AN APP52P5IATE 6I=E F25 THE E48IPMENT %EIN* 86E' THE EN' 5E68/T I6 T2 %E A MATE5IA/ THAT I6 8NIF25M/Y %/EN'E' T2*ETHE5 '2 N2T %ATCH IN 48ANTITIE6 THAT :I// N2T A//2: THE E48IPMENT T2 C2MP/ETE/Y MI; THE MATE5IA/ 'ETE5MINE %ATCH 6I=E AN' 48ANTITIE6 2F EACH MATE5IA/ NEE'E' F25 THE %ATCH % 6TA5T :ITH HA/F 2F THE C586HE' 52CK MATE5IA/ C A'' A// 2F THE T2P62I/ MATE5IA/ ' A'' THE 62I/ %IN'E5 E A'' HA/F 2F THE E6TIMATE' :ATE5 F A'' THE 2THE5 HA/F 2F THE C586HE' 52CK MATE5IA/ * MI; THE MATE5IA/ T2*ETHE5 H 6/2:/Y A'' :ATE5 T2 THE MI;T85E AN' C2NTIN8E T2 MI; THE FINA/ AM28NT 2F :ATE5 :I// 9A5Y :ITH M2I6T85E C2NTENT 2F THE C586HE' 52CK AN' T2P62I/ A'' :ATE5 IN INC5EMENTA/ AM28NT6 AN' MI; THE MATE5IA/ %ET:EEN THE A''ITI2N6 2F :ATE5 I 6T2P A''IN* :ATE5 AN' MI;IN* :HEN THE5E I6 A MIN8TE AM28NT 2F F5EE T2P62I/ 5EMAININ* THE T2P62I/ :I// C2AT THE C586HE' 52CK AN' N2T FA// 28T 2F THE MATE5IA/ A// 2F THE C586HE' 52CK 6HA// %E 8NIF25M/Y C2ATE' :ITH T2P62I/ THE5E 6HA// %E N2 C/8MP6 2F T2P62I/ 25 8NC29E5E' C586HE' 52CK IN THE MI;T85E - IF T22 M8CH :ATE5 I6 A''E' T2 THE MI;T85E :ATE5 :I// '5AIN 28T 2F THE MATE5IA/ AN' THE T2P62I/ :I// :A6H 2FF 2F THE C586HE' 52CK IF THI6 2CC856 THE %ATCH 2F MATE5IA/ 6HA// %E 'I6CA5'E' AN' 6HA// N2T %E INC25P25ATE' INT2 THE C2MP/ETE' :25K PA5T 4 P/ACEMENT 2F C29E5E' 62I/ A P52TECT 62I/6 AN' MI;E6 F52M A%625%IN* E;CE66 :ATE5 AN' F52M E526I2N AT A// TIME6 '2 N2T 6T25E MATE5IA/6 8NP52TECTE' F52M 5AINFA// E9ENT6 '2 N2T A//2: E;CE66 :ATE5 T2 ENTE5 6ITE P5I25 T2 C2MPACTI2N IF :ATE5 I6 INT52'8CE' INT2 THE MATE5IA/ AFTE5 *5A'IN* A//2: MATE5IA/ T2 '5AIN 25 AE5ATE T2 2PTIM8M C2MPACTI2N M2I6T85E C2NTENT % A// A5EA6 T2 5ECEI9E C29E5E' 62I/ MI;T85E 6HA// %E IN6PECTE' %Y THE P52-ECT /AN'6CAPE A5CHITECT AN'25 P52-ECT EN*INEE5 %EF25E 6TA5TIN* P/ACEMENT 2F MI;T85E A// 'EFECT6 68CH A6 INC255ECT *5A'IN* C2MPACTI2N AN' INA'E48ATE '5AINA*E ETC 6HA// %E C255ECTE' P5I25 T2 %E*INNIN* P/ACEMENT 2F C29E5E' 62I/ C C2NFI5M THAT THE 68%*5A'E I6 AT THE P52PE5 E/E9ATI2N AN' C2MPACTE' A6 5E48I5E' 68%*5A'E E/E9ATI2N6 6HA// 6/2PE PA5A//E/ T2 THE FINI6HE' *5A'E C/EA5 THE E;CA9ATI2N 2F A// C2N6T58CTI2N 'E%5I6 T5A6H 58%%/E AN' F25EI*N MATE5IA/ FI// ANY 29E5 E;CA9ATI2N :ITH APP529E' FI// AN' C2MPACT T2 THE 5E48I5E' 68%*5A'E C2MPACTI2N ' IN6TA// C29E5E' 62I/ IN 6INCH /IFT6 AN' 6P5EA' 8NIF25M/Y 29E5 THE A5EA C2MPACT EACH /IFT T2 THE 5E48I5E' PE5CENT 2F MA;IM8M 'EN6ITY 'E/AY P/ACEMENT 24 H2856 IF M2I6T85E C2NTENT E;CEE'6 MA;IM8M A//2:A%/E P52TECT C29E5E' 62I/ :ITH P/A6TIC 25 P/Y:22' '85IN* 'E/AY TAKE PA5TIC8/A5 CA5E N2T T2 'AMA*E 8TI/ITIE6 :HEN IN6TA//IN* C29E5E' 62I/ C29E5E' 62I/ THAT :I// %E THE %E''IN* F25 8TI/ITY /INE6 6HA// %E C2MPACTE' T2 C2NF25M T2 THE 5E48I5E' *5A'E 2F THE 8TI/ITY /INE '2 N2T C2MPACT THE IMME'IATE 9ICINITY A%29E A 8TI/ITY /INE 8NTI/ A FI// 'EPTH 2F AT /EA6T 12INCHE6 A%29E THE 8TI/ITY /INE I6 5EACHE' E%5IN* C29E5E' 62I/6 T2 FINI6HE' *5A'E6 A6 6H2:N IN THE APP529E' '5A:IN*6 IMME'IATE/Y P52TECT THE C29E5E' 62I/ MATE5IA/ F52M C2NTAMINATI2N %Y :ATE5 %Y C29E5IN* :ITH P/A6TIC 25 P/Y:22' MATE5IA/AM28NT F25 1 CY 2F C29E5E' 62I/ C586HE' 52CK T2P62I/ 62I/ %IN'E5 :ATE5 AM28NT F25 46 CY 2F C29E5E' 62I/ 232 C8%IC FEET C8%IC FEET 13 C8%IC FEET 16 *A//2N 4 C8%IC YA5'6 1 C8%IC YA5' 4 P28N'6 46 *A//2N6 6TAN'A5' C29E5E' 62I/ 92/8ME 6PECIFICATI2N6 SCALE: STREET TREE WITH ROOT PATH1 SCALE: STREET TREE WITH OPEN SOIL2 RIVER TERRACE PARK PHASE 1 /103 TREE CANOPY NOTES AND DETAILS N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 1 ) T R E E C A N O P Y S I T E P L A N - P H 1 . d w g - S H E E T : L 1 . 0 3 M a y 0 6 , 2 0 2 4 - 4 : 3 5 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH PGE 5106 6 4 4 6 4 4 PR O P E R T Y L I N E 12,762 SF ENCROACHED VEGETATED CORRIDOR 1,296 SF VEGETATED CORRIDOR TO REMAIN 23,681 SF VEGETATED CORRIDOR TO REMAIN 22,890 SF VEGETATED CORRIDOR MITIGATION 4,826 SF ENCROACHED VEGETATED CORRIDOR 14,629 SF VEGETATED CORRIDOR TO BE ENHANCED WATER QUALITY FACILITY SEE PHASE 2 SUBMITTAL SW PER T H R D SW 1 6 3 R D A V E WETLAND C WETLAND B EXISTING TREE TO REMAIN NOTES 1.ENHANCEMENT 2F 9E*ETATE' C255I'25 MITI*ATI2N A5EA6 PE5 C:6 FI/E N8M%E5 6P/ 160036. 2.VEGETATED CORRIDOR 6H58%6 AN' T5EE6 T2 %E P/ANTE' AT 6 0 T5IAN*8/A5 6PACIN* IN 52:6 PA5A//E/ :ITH THE 6/2PE 4TY 4TY T5EE6 6H58%6 223 3 42 26 26 21 4TY6YM%2/ 6EE'6 /%6 P/6AC5E 10 /%6 P/6AC5E /%6 P/6AC5E 9E*ETATE' C255I'25 ENHANCEMENT AN' MITI*ATI2N TYPICA/ P/ANTIN* P/AN 6YM%2/ 6YM%2/ 6' 6/2PE HI*H /2: 62I/ A5EA6 ! 2 6F 9E*ETATE' C255I'25 ENHANCEMENT MITI*ATI2N P/ANTIN* /E*EN' 06 AC5E 31 6F 26 %I* /EAF MAP/E ACRE MACROPHYLLUM %A5E 522T 10 2C C2MM2N NAME BOTANICAL NAME 6I=E AN' 'E6C5IPTI2N 25E*2N A6H FRAXINUS LATIFOLIA %A5E 522T 10 2C '28*/A6 FI5 PSEUDOTSUGA MENZIESII %A5E 522T 10 2C C2MM2N NAME BOTANICAL NAME 6I=E AN' 'E6C5IPTI2N 9INE MAP/E ACER CIRCINATUM 4 2C %A5E 522T 2CEAN6P5AY HOLODISCUS DISCOLOR 4 2C %A5E 522T TA// 25E*2N *5APE MAHONIA AQUIFOLIUM 4 2C %A5E 522T C/86TE5E' 526E ROSA PISOCAPA 4 2C %A5E 522T 6N2:%E55Y SYMPHORICARPOS ALBUS 4 2C %A5E 522T :E6TE5N 6:25' FE5N POLYSTICHUM MUNITUM 4 2C %A5E 522T C2MM2N NAME BOTANICAL NAME 6I=E AN' 'E6C5IPTI2N 6PIKE' %ENT*5A66 AGROSTIS EXARATA /%6 AC5E A6 NEE'E' F25 %A5E %/8E :I/' 5YE ELYMUS GLAUCUS 10 /%6 AC5E %I*/EAF /8PINE LUPINUS POLYPHYLLUS /%6 AC5E 4TY HE5%ACE286 6YM%2/C2MM2N NAME BOTANICAL NAME 6I=E AN' 'E6C5IPTI2N EXISTING VEGETATED CORRIDER IN DEGRADED & MARGINAL CONDITION TO BE ENHANCED TOTAL AREA = 0.34 AC (14,629 SF) LEGEND PROPOSED VEGETATED CORRIDOR MITIGATION TOTAL AREA = 0.53 AC (22,890 SF) EXISTING VEGETATED CORRIDOR IN GOOD CONDITION TO BE RETAINED TOTAL AREA = 0.57 AC (24,977 SF) VEGETATED CORRIDOR ENCROACHMENT TOTAL AREA = 0.40 AC (17,588 SF) EXISTING WETLANDS *ENE5A/ N2TE6 /AN'6CAPE P/AN 1THE C2NT5ACT25 6HA// 9E5IFY :ITH 2:NE5 AN' 8TI/ITY C2MPANIE6 THE /2CATI2N6 2F A// 8TI/ITIE6 P5I25 T2 C2N6T58CTI2N THE C2NT5ACT25 6HA// 'ETE5MINE IN THE FIE/' THE ACT8A/ /2CATI2N6 AN' E/E9ATI2N6 2F A// E;I6TIN* 8TI/ITIE6 :HETHE5 6H2:N 2N THE P/AN6 25 N2T THE C2NT5ACT25 6HA// CA// 8TI/ITY P52TECTI2N 6E59ICE 2 H2856 P5I25 T2 C2N6T58CTI2N 2THE C2NT5ACT25 6HA// E;AMINE FINI6H 685FACE *5A'E6 T2P62I/ 48A/ITY AN' 'EPTH '2 N2T 6TA5T ANY :25K 8NTI/ 8N6ATI6FACT25Y C2N'ITI2N6 HA9E %EEN C255ECTE' 9E5IFY /IMIT6 2F :25K %EF25E 6TA5TIN* 3C2NT5ACT25 T2 5EP25T A// 'AMA*E6 T2 E;I6TIN* C2N'ITI2N6 AN' INC2N6I6TENCIE6 :ITH P/AN6 T2 2'5 4A// P/ANT MA66E6 T2 %E C2NTAINE' :ITHIN A %A5K M8/CH %E' 8N/E66 N2TE' 2THE5:I6E86E ME'I8M A*E' 'A5K FI5 M8/CH APP/Y A 8NIF25M 34 INCH /AYE5 2F %A5K M8/CH A528N' T5EE6 AN' 6H58%6 IN *ENE5A/ /AN'6CAPE AN' 23 INCH /AYE5 IN 6T25M:ATE5 FACI/ITIE6 KEEP M8/CH AT /EA6T 6 INCHE6 A:AY F52M THE T58NK6 2F T5EE6 P/ACE AFTE5 62I/ %/EN' AN' 9E*ETATI2N IN6TA//ATI2N %E' E'*E T2 %E N2 /E66 THAN 11 AN' N2 M25E THAN 1 F52M 28TE5 E'*E 2F P/ANT MATE5IA/ %5ANCHIN* :HE5E *528N'C29E5 2CC856 P/ANT T2 /IMIT6 2F A5EA A6 6H2:N 6C2NT5ACT25 6HA// MAINTAIN P26ITI9E '5AINA*E IN A// /AN'6CAPE %E'6 AN' A// /A:N A5EA6 C2NT5ACT25 T2 FINE *5A'E AN' 52CKH28N' A// T85F A5EA6 P5I25 T2 6EE'IN* T2 P529I'E A 6M22TH AN' C2NTIN8A/ 685FACE F5EE 2F I55E*8/A5ITIE6 %8MP6 25 'EP5E66I2N6 E;T5ANE286 MATE5IA/ 25 'E%5I6 48ANTITIE6 6H2:N A5E INTEN'E' T2 A66I6T C2NT5ACT25 IN E9A/8ATIN* THEI5 2:N TAKE2FF6 AN' A5E N2T *8A5ANTEE' A6 ACC85ATE 5EP5E6ENTATI2N6 2F 5E48I5E' MATE5IA/6 THE C2NT5ACT25 6HA// %E 5E6P2N6I%/E F25 HI6 %I' 48ANTITIE6 A6 5E48I5E' %Y THE P/AN6 AN' 6PECIFICATI2N6 IF THE5E I6 A 'I6C5EPANCY %ET:EEN THE N8M%E5 /A%E/E' 2N THE P/ANT TA* AN' THE 48ANTITY 2F *5APHIC 6YM%2/6 6H2:N THE *5APHIC 6YM%2/ 48ANTITY 6HA// *29E5N C225'INATE /AN'6CAPE IN6TA//ATI2N :ITH IN6TA//ATI2N 2F 8N'E5*528N' 6P5INK/E5 AN' '5AINA*E 6Y6TEM6 10:ITH THE E;CEPTI2N 2F TH26E T5EE6 IN'ICATE' 2N THE T5EE 5EM29A/ P/AN C2NT5ACT25 6HA// N2T 5EM29E ANY T5EE6 '85IN* C2N6T58CTI2N :ITH28T THE E;P5E66 :5ITTEN C2N6ENT 2F THE 2'5 E;I6TIN* 9E*ETATI2N T2 5EMAIN 6HA// %E P52TECTE' A6 'I5ECTE' %Y THE 2'5 11:HE5E P52P26E' T5EE /2CATI2N6 2CC85 8N'E5 E;I6TIN* 29E5HEA' 8TI/ITIE6 25 C52:' E;I6TIN* T5EE6 N2TIFY 2'5 T2 A'-86T T5EE /2CATI2N6 12/AN'6CAPE MAINTENANCE PE5I2' %E*IN6 IMME'IATE/Y AFTE5 THE C2MP/ETI2N 2F A// P/ANTIN* 2PE5ATI2N6 AN' :5ITTEN N2TIFICATI2N T2 THE 2'5 MAINTAIN T5EE6 6H58%6 /A:N6 AN' 2THE5 P/ANT6 8NTI/ FINA/ ACCEPTANCE 25 0 'AY6 AFTE5 N2TIFICATI2N AN' ACCEPTANCE :HICHE9E5 I6 /2N*E5 135EM29E E;I6TIN* :EE'6 F52M P52-ECT 6ITE P5I25 T2 THE A''ITI2N 2F 25*ANIC AMEN'MENT6 AN' FE5TI/I=E5 APP/Y AMEN'MENT6 AN' FE5TI/I=E5 PE5 THE 5EC2MMEN'ATI2N6 2F THE 62I/ ANA/Y6I6 F52M THE 6ITE 14%ACK FI// MATE5IA/ F25 T5EE AN' 6H58% P/ANTIN* 6HA// C2NTAIN 2NE PA5T FINE *5A'E C2MP26T T2 2NE PA5T T2P62I/ %Y 92/8ME %2NE MEA/ PE5 MAN8FACT85E 6 5EC2MMEN'ATI2N AN' 6/2: 5E/EA6E FE5TI/I=E5 PE5 MAN8FACT85E5 6 5EC2MMEN'ATI2N 1*528N' C29E56 AN' PE5ENNIA/6 6HA// %E P/ANTE' :ITH A MA;IM8M 2 INCH C29E5 2F %A5K M8/CH :ITH N2 F2/IA*E C29E5E' 16C2NT5ACT25 6HA// 2%TAIN :5ITTEN APP529A/ F25 A// P/ANT MATE5IA/ 68%6TIT8TI2N6 F52M THE /AN'6CAPE A5CHITECT P5I25 T2 IN6TA//ATI2N P/ANT 68%6TIT8TI2N6 :ITH28T P5I25 :5ITTEN APP529A/ THAT '2 N2T C2MP/Y :ITH THE '5A:IN*6 AN' 6PECIFICATI2N6 MAY %E 5E-ECTE' %Y THE /AN'6CAPE A5CHITECT AT N2 C26T T2 THE 2:NE5 THE6E ITEM6 MAY %E 5E48I5E' T2 %E 5EP/ACE' :ITH P/ANT MATE5IA/6 THAT A5E IN C2MP/IANCE :ITH THE '5A:IN*6 1A// P/ANT MATE5IA/6 6HA// %E N856E5Y *52:N :ITH HEA/THY 522T 6Y6TEM6 AN' F8// %5ANCHIN* 'I6EA6E AN' IN6ECT F5EE AN' :ITH28T 'EFECT6 68CH A6 68N 6CA/' A%5A6I2N6 IN-85IE6 AN' 'I6FI*85EMENT 1A// P/ANT MATE5IA/ 6HA// %E IN6TA//E' AT THE 6I=E AN' 48ANTITY 6PECIFIE' THE /AN'6CAPE A5CHITECT I6 N2T 5E6P2N6I%/E F25 68%6TAN'A5' 5E68/T6 CA86E' %Y 5E'8CTI2N IN 6I=E AN'25 48ANTITY 2F P/ANT MATE5IA/6 16T25M:ATE5 FACI/ITY %/EN'E' 62I/ PE5 CITY 2F P25T/AN' 6ECTI2N 0104014 2062I/ P5EPA5ATI2N 6H28/' C2MP/Y :ITH MA6TE56PEC 6PECIFICATI2N 6ECTI2N 32113 21A// MATE5IA/6 A5E 68%-ECT T2 THE APP529A/ 2F THE /AN'6CAPE A5CHITECT AN' /AN' 2:NE5 AT ANY TIME /AN'6CAPE A5CHITECT T2 IN6PECT A// P/ANT /2CATI2N6 AN' P/ANT %E' C2N'ITI2N6 P5I25 T2 IN6TA//ATI2N 2N6ITE A'-86TMENT6 MAY %E 5E48I5E' 22C2NT5ACT25 T2 9E5IFY %E' MEA685EMENT6 AN' IN6TA// APP52P5IATE 48ANTITIE6 A6 *29E5NE' %Y P/ANT 6PACIN* PE5 6CHE'8/E P/ANT MATE5IA/ 48ANTITIE6 6H2:N 2N P/AN A5E MINIM8M 48ANTITIE6 A''ITI2NA/ MATE5IA/ MAY %E NEE'E' T2 MEET 6PACIN* 5E48I5EMENT6 AN' FIE/' C2N'ITI2N6 23ANY P/ANT MATE5IA/ IN6TA//E' IN AN INC255ECT /2CATI2N %Y THE -8'*EMENT 2F THE /AN'6CAPE A5CHITECT 6HA// %E 5EIN6TA//E' AT THE C2NT5ACT25 6 E;PEN6E 24/AN'6CAPE C2NT5ACT25 6HA// 9E5IFY A/I*NMENT AN' /2CATI2N 2F 8N'E5*528N' AN' A%29E*528N' 8TI/ITIE6 AN' P529I'E THE NECE66A5Y P52TECTI2N F25 THE 6AME %EF25E C2N6T58CTI2N %E*IN6 2N2 P/ANT MATE5IA/ 68%6TIT8TI2N6 :I// %E ACCEPTE' 8N/E66 APP529A/ I6 *5ANTE' %Y THE /AN'6CAPE A5CHITECT T2 THE /AN'6CAPE C2NT5ACT25 26C2NT5ACT25 T2 *I9E THE /AN'6CAPE A5CHITECT A MINIM8M 2F 4 H2856 N2TICE F25 5E48I5E' 25 5E48E6TE' -2% 6ITE 9I6IT 6CA/E 0 1 INCH = 40 FEET 40 20 40 RIVER TERRACE PARK PHASE 1 /201 VEGETATED CORRIDOR PLANTING PLAN VEGETATED CORRIDOR PLANTING PLAN & LEGEND1 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 2 ) V E G E T A T E D C O R R I D O R B U F F E R P L A N T I N G P L A N - P H 1 . d w g - S H E E T : L 2 . 0 1 M a y 0 6 , 2 0 2 4 - 4 : 3 5 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH RIVER TERRACE PARK PHASE 1 /202 VEGETATED CORRIDOR PLANTING NOTES & DETAILS IF 86IN* NATI9E T2P62I/ N2TE 16:A/E T2P62I/ 86E 6T2CKPI/E' NATI9E T2P62I/ F25 9E*ETATE' 6:A/E PE5 C/EAN :ATE5 6E59ICE6 6TAN'A5'6 C:6 C2N'ITI2N6 F25 9E*ETATI9E C255I'25 AN' MITI*ATI2N A5EA6 1C/EAN :ATE5 6E59ICE6 6HA// %E N2TIFIE' 2 H2856 P5I25 T2 THE 6TA5T AN' C2MP/ETI2N 2F ENHANCEMENT5E6T25ATI2N ACTI9ITIE6 ENHANCEMENT5E6T25ATI2N ACTI9ITIE6 6HA// C2MP/Y :ITH THE *8I'E/INE6 P529I'E' IN APPEN'I; A P/ANTIN* 5E48I5EMENT6 5 2 10 APPEN'I; A 2P5I25 T2 IN6TA//ATI2N 2F P/ANT MATE5IA/6 A// IN9A6I9E 9E*ETATI2N 68CH A6 HIMA/AYAN %/ACK%E55Y EN*/I6H I9Y AN' EN*/I6H HA:TH25N :ITHIN THE 9E*ETATE' C255I'25 6HA// %E 5EM29E' '85IN* 5EM29A/ 2F IN9A6I9E 9E*ETATI2N CA5E 6HA// %E TAKEN T2 MINIMI=E IMPACT6 T2 E;I6TIN* NATI9E T5EE6 AN' 6H58% 6PECIE6 35EM29A/ 2F IN9A6I9E N2NNATI9E 6PECIE6 %Y HAN' I6 5E48I5E' IN A// 9E*ETATE' C255I'256 5ATE' *22' 5EP/ANTIN* I6 5E48I5E' IN ANY C/EA5E' A5EA6 /A5*E5 THAN 2 648A5E FEET 4P/ANTIN*6 6HA// %E TA**E' F25 '25MANT 6EA62N I'ENTIFICATI2N TA*6 T2 5EMAIN 2N P/ANT MATE5IA/ AFTE5 P/ANTIN* F25 M2NIT25IN* P85P26E6 FINA/ C2N6T58CTI2N P/AN6 6HA// C/EA5/Y 'EPICT THE /2CATI2N AN' 'IMEN6I2N6 2F THE 6EN6ITI9E A5EA AN' THE 9E*ETATE' C255I'25 IN'ICATIN* *22' MA5*INA/ 25 'E*5A'E' C2N'ITI2N 6EN6ITI9E A5EA %28N'A5IE6 6HA// %E MA5KE' IN THE FIE/' 6P52TECTI2N 2F THE 9E*ETATE' C255I'256 AN' A662CIATE' 6EN6ITI9E A5EA6 6HA// %E P529I'E' %Y THE IN6TA//ATI2N 2F PE5MANENT FENCIN* AN' 6I*NA*E %ET:EEN THE 'E9E/2PMENT AN' THE 28TE5 /IMIT6 2F THE 9E*ETATE' C255I'256 6I*NA*E 6HA// MEET THE 5E48I5EMENT6 2F 6TAN'A5' 'ETAI/ 0 N2 6T58CT85E6 'E9E/2PMENT C2N6T58CTI2N ACTI9ITIE6 *A5'EN6 /A:N6 APP/ICATI2N 2F CHEMICA/6 8NC2NTAINE' A5EA6 2F HA=A5'286 MATE5IA/6 A6 'EFINE' %Y 25E*2N 'EPA5TMENT 2F EN9I52NMENTA/ 48A/ITY PET :A6TE6 '8MPIN* 2F MATE5IA/6 2F ANY KIN' 25 2THE5 ACTI9ITIE6 6HA// %E PE5MITTE' :ITHIN THE 6EN6ITI9E A5EA :HICH MAY NE*ATI9E/Y IMPACT :ATE5 48A/ITY E;CEPT TH26E A//2:E' %Y 6ECTI2N 304 AN' 30 P5I25 T2 ANY 6ITE C/EA5IN* *5A'IN* 25 C2N6T58CTI2N THE 9E*ETATE' C255I'25 AN' :ATE5 48A/ITY 6EN6ITI9E A5EA6 6HA// %E 6859EYE' 6TAKE' AN' TEMP25A5I/Y FENCE' PE5 APP529E' P/AN '85IN* C2N6T58CTI2N THE 9E*ETATE' C255I'25 6HA// 5EMAIN FENCE' AN' 8N'I6T85%E' E;CEPT A6 A//2:E' %Y 6ECTI2N 3061 AN' PE5 APP529E' P/AN6 P5I25 T2 ANY ACTI9ITY :ITHIN THE 6EN6ITI9E A5EA THE APP/ICANT 6HA// *AIN A8TH25I=ATI2N F25 THE P52-ECT F52M 25E*2N 'I9I6I2N 2F 6TATE /AN'6 '6/ AN' 86 A5MY C25P6 2F EN*INEE56 C2E THE APP/ICANT 6HA// P529I'E THE 'I6T5ICT 25 IT6 'E6I*NEE APP52P5IATE CITY :ITH C2PIE6 2F A// '6/ AN' C2E P52-ECT A8TH25I=ATI2N PE5MIT6 10AN APP529E' 25E*2N 'EPA5TMENT 2F F25E6T5Y N2TIFICATI2N I6 5E48I5E' F25 2NE 25 M25E T5EE6 HA59E6TE' F25 6A/E T5A'E 25 %A5TE5 2N ANY N2NFE'E5A/ /AN'6 :ITHIN THE 6TATE 2F 25E*2N 11APP52P5IATE %E6T MANA*EMENT P5ACTICE6 %MP V F25 E526I2N C2NT52/ IN ACC25'ANCE :ITH THE C:6 CHAPTE5 6 E526I2N P52TECTI2N AN' 6E'IMENT C2NT52/ 6HA// %E 86E' P5I25 T2 '85IN* AN' F2//2:IN* EA5TH 'I6T85%IN* ACTI9ITIE6 12P5I25 T2 C2N6T58CTI2N A 6T25M :ATE5 C2NNECTI2N PE5MIT F52M THE 'I6T5ICT 25 IT6 'E6I*NEE I6 5E48I5E' P8568ANT T2 25'INANCE 2 6ECTI2N 4% 13THE 'I6T5ICT 25 CITYC28NTY MAY 5E48I5E AN EA6EMENT 29E5 THE 9E*ETATE' C255I'25 C2N9EYIN* 6T25M 685FACE :ATE5 MANA*EMENT AN'25 6ANITA5Y 6E:E5 5I*HT6 T2 THE 'I6T5ICT 25 CITY THAT :28/' P5E9ENT THE 2:NE5 2F THE 9E*ETATE' C255I'25 F52M ACTI9ITIE6 AN' 86E6 INC2N6I6TENT :ITH THE P85P26E 2F THE C255I'25 AN' ANY EA6EMENT6 THE5EIN 14IN THE E9ENT 2F F/22'P/AIN *5A'IN* 29E5E;CA9ATE THE 68% *5A'E T2 EN685E 12 2F T2P62I/ CAN %E APP/IE' :ITH28T IMPACTIN* 685FACE :ATE5 E/E9ATI2N 1NATI9E 9E*ETATI2N A/2N* THE 6EN6ITI9E A5EA6 THE 9E*ETATE' C255I'25 6HA// %E 5ETAINE' T2 THE MA; 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NI*HT6HA'E 62/AN8M 6PECIE6 AN' :I/' C/EMATI6 C/EMATI6 /I*86TICIF2/IAAN' C 9ITA/%A KEEP M8/CH C/EA5 2F T58NK %A6E C/8MP 6CATTE5 P/ANT6 62 THAT A9E5A*E P/ANTIN* 'EN6ITY I6 E48I9A/ENT T2 *5I' 6PACIN* TYPICA/ 2C 2N CENTE5 P/ANTIN* *5I' 5AN'2M/Y MI; P/ANT 6PECIE6 AN' HEI*HT6 2FF6ET P/ANT6 T2 A92I' 6T5AI*HT 52:6 P/ACE 522T C2//A5 A%29E *5A'E E;I6TIN* 68%*5A'E /226EN 62I/ P5I25 T2 P/ANTIN* FI5M/Y PACK 62I/ :ITH F22T '2 N2T %EN' 25 %5EAK 522T6 N2 - 25 / 522T6 5EM29E %85/AP 25 C2NTAINE5 P/ANTIN* PIT6 T2 %E 12 *5EATE5 THAN THE 522T%A// M28N' F25 TEMP25A5Y :ATE5 %A6IN 23 2" BARK MULCH AT 18" DIA. CIRCLE 12 " M I N . 6" 6" SCALE BARE ROOT PLANTING2 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 2 ) V E G E T A T E D C O R R I D O R B U F F E R P L A N T I N G P L A N - P H 1 . d w g - S H E E T : L 2 . 0 2 M a y 0 6 , 2 0 2 4 - 4 : 3 5 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH SCALE CWS VEGETATED CORRIDOR SIGN1SCALE: RANDOM PLANTING PATTERN3 PROPERTY LINE PH A S E 1 PH A S E 2 PH A S E 2 PH A S E 1 SW S W A L L O W L N SW EVERTON ST SW PERTH ROAD PR O P E R T Y L I N E SW 1 6 4 T H A V E VEGETATED CORRIDOR, SEE SHEET L2.01 6CA/E 0 1 INCH = 60 FEET 60 30 60 RIVER TERRACE PARK PHASE 1 /301 FENCING PLAN 1 FENCING PLAN LEGEND ALUMINUM RAILING L3.02 1,2 N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 3 ) F E N C I N G P L A N . d w g - S H E E T : L 3 . 0 1 M a y 0 6 , 2 0 2 4 - 4 : 3 6 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH SCALE: RAILING1 MI'5AI/ 6TY/E :ITH :I'E 6/AT6 AN' A C2NTEMP25A5Y 648A5E T2P 5AI/ MATE5IA/ E;T58'E' A/8MIN8M FINI6H HI*H PE5F25MANCE C2ATIN* C2/25 %/ACK 25 APP529E' E48A/ 5AI/IN* EM%E' P26T IN 'IA P9C 6/EE9E 25 62N2 T8%E 32 MIN 4 MA; 25 6PECIFIE' %Y EN*INEE5 FINI6HE' *5A'E *E2TE;TI/E FA%5IC C2MPACTE' 68%*5A'E SCALE: BLOCK WALL / RAILING CONNECTION2 P/ANTE' A5EA/C P285E' C2NC5ETE CAP 29E5 C2MPACTE' *5A9E/RIVER TERRACE PARK PHASE 1 /302 FENCING DETAILS 1 - N: \ p r o j \ 1 4 6 - 0 0 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ S h e e t s - L a n d s c a p e P H 1 A s b u i l t s \ 1 4 6 0 0 4 . ( L 3 ) F E N C I N G P L A N . d w g - S H E E T : L 3 . 0 2 M a y 0 6 , 2 0 2 4 - 4 : 3 6 p m m i c h e l l e . h u n d l e y REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 MLH CONSTRUCTION 146-004 03/22/20246TH SUBMITTAL: NO. TYPE: T C TI E 08/04/2021 HC S D CRAEPA A L N EREREGIS OREGON T 1085 D VALID THROUGH 08/31/2024 05/06/2024 MLH