The URL can be used to link to this page

South River Terrace Phase 1SW DARLING LANE SW KESSLER LANE SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 0 ) C O V E R - P D M O D . d w g - S H E E T : 1 0 0 A p r 0 8 , 2 0 2 2 - 4 : 4 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 150 FEET 150 75 150 SCALE 0 WASHINGTON COUNTY BENCHMARK NO. 107, A BRASS DISK SET IN CONCRETE, SOUTH SIDE OF S.W. SCHOLLS FERRY RD NEAR PROJECTED CENTERLINE OF S.W. 175 AVE. ELEVATION DATUM: NGVD 29, ELEVATION = 306.552 BENCHMARK: TAYLOR MORRISON INC 703 BROADWAY ST VANCOUVER WA 98660 >P@ 360-695-7700 CONTACT: CHRIS WALTHER APPLICANT: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 >P@ 503-941-9484 CONTACT: KC SCHWART=KOPH 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: -ULIA KUHN PE TRAFFIC ENGINEER: GEOTECHNICAL ENGINEER: GROSS ACREAGE: 31.90 AC TAYLOR MORRISON INC OWNERS: PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 >P@ 503-941-9484 CONTACT: TRAVIS -ANSEN PLS PE SURVEYOR: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE STE 304 PORTLAND OR 97209 >P@ 503-224-0333 CONTACTS: MIRTH WALKER PWS CWD NATURAL RESOURCE CONSULTANT: TL 1200, 1300, 1302, 1303, 1305, 1400, 1900 & 2000 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 7 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON SOUTH RIVER TERRACE PHASE 1 PACIFIC COMMUNITY DESIGN INC 12564 SW MAIN ST. TIGARD OR 97223 >P@ 503-941-9484 CONTACT: KRISTINA KOLTAVARY RLA LANDSCAPE ARCHITECT: L3.01 MITIGATION - PLANTING PLAN L3.02 MITIGATION - PLANTING PLAN L3.03 MITIGATION - PLANTING PLAN L3.04 MITIGATION - PLANTING LEGEND, NOTES & DETAILS L3.05 MITIGATION - PLANTING NOTES L4.01 RIVER TERRACE BLVD - PLANTING PLAN L4.02 RIVER TERRACE BLVD - PLANTING PLAN L4.03 RIVER TERRACE BLVD - PLANTING PLAN L4.04 RIVER TERRACE BLVD - PLANTING LEGEND, DETAILS & NOTES L4.05 RIVER TERRACE BLVD - IRRIGATION SPECIFICATIONS L1.01 POND - LAYOUT PLAN & GRADING PLAN L2.01 POND - PLANTING PLAN, LEGEND & DETAILS L2.02 POND - PLANTING DETAILS L3.01 POND - CONSTRUCTION DETAILS L3.02 POND - CONSTRUCTION DETAILS L3.03 POND - CONSTRUCTION DETAILS L3.04 POND - CONSTRUCTION DETAILS L3.05 POND - CONSTRUCTION DETAILS EC1 EROSION & SEDIMENT CONTROL COVER SHEET EC2.1 EXISTING CONDITIONS & DEMOLITION PLAN EC2.2 EXISTING CONDITIONS & DEMOLITION PLAN EC2.3 EXISTING CONDITIONS & DEMOLITION PLAN EC3.1 EROSION AND SEDIMENT CONTROL PLAN EC3.2 EROSION AND SEDIMENT CONTROL PLAN EC4 EROSION AND SEDIMENT CONTROL DETAILS IL-1 ILLUMINATION NOTES AND DETAILS IL-2 LIGHTING TABLE IL-3 ILLUMINATION PLAN IL-4 ILLUMINATION PLAN S0.0 STRUCTURAL NOTES S0.1 CULVERT PLAN AND DETAILS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. 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. 100 COVER SHEET 101.1 GENERAL CONSTRUCTION NOTES 101.2 GENERAL CONSTRUCTION NOTES 102 EXISTING CONDITIONS & DEMOLITION PLAN 103 EXISTING CONDITIONS & DEMOLITION PLAN 104 EXISTING CONDITIONS & DEMOLITION PLAN 105 SITE PLAN - PHASE 1 NORTH 106 SITE PLAN - PHASE 1 SOUTH 107 OVERALL GRADING PLAN 108 GRADING PLAN - PHASE 1 NORTH 109 GRADING PLAN - PHASE 1 SOUTH 110 LOT GRADING SECTIONS 111 LOT GRADING SECTIONS 112.1 WALL DETAILS 112.2 WALL DETAILS 113 RIVER TERRACE CULVERT CROSSING 114 RIVER TERRACE CULVERT CROSSING 115 RIVER TERRACE CULVERT CROSSING 116 CULVERT CROSSING DETAILS 117 CULVERT CROSSING DETAILS 118 CULVERT CROSSING DETAILS 119 COMPOSITE UTILITY PLAN 120 TREE PRESERVATION AND REMOVAL PLAN 121 TREE PRESERVATION AND REMOVAL PLAN 122 TREE PRESERVATION AND REMOVAL PLAN 201 SW RIVER TERRACE BLVD STREET PLAN & PROFILE 202 SW RIVER TERRACE BLVD STREET PLAN & PROFILE 203 SW LEAF LANE + SW 169TH AVENUE STREET PLAN & PROFILE 204 SW COLORADO LANE STREET PLAN & PROFILE 205 SW 165TH AVENUE STREET PLAN & PROFILE 206 SW BEEMER AVENUE STREET PLAN & PROFILE 207 SW DARLING LANE + 165TH AVENUE + SW KESSLER LANE STREET PLAN & PROFILE 208 ALLEY STREET PLAN & PROFILE CR1 CURB RETURNS CR2 CURB RETURNS CR3 CURB RETURNS CR4 CURB RETURNS CR5 CURB RETURNS CR6 CURB RETURNS CR7 CURB RETURNS CR8 CURB RETURNS CR9 CURB RETURNS CR10 CURB RETURNS D2.01 STREET DETAILS D2.02 STREET DETAILS (2) D2.03 STREET DETAILS (3) SHEET INDEX: 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 ZIPLY, [P] 503-277-2383 WASTE MANAGEMENT, [P] 800-808-5901 COMCAST, [P] 800-266-2278 UTILITIES SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: SHEET INDEX CONT.: GEODESIGN, INC. 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. MORGAN HOLEN ASSOCIATES 3 MONROE PARKWAY SUITE P220 LAKE OSWEGO OR 97035 >P@ 971-409-9354 CONTACT: MORGAN HOLEN ARBORIST: (93 LOTS) VICINITY MAP S W R O Y R O G E R S R D . SW BULL MOUNTAIN RD. PROJECT SITE 301 SDLN-1 STORM PLAN & PROFILE 302 SDLN-2 STORM PLAN & PROFILE 303 SDLN-2 STORM PLAN & PROFILE 304 SDLN-3 STORM PLAN & PROFILE 305 SDLN-4 + SDLN-5 + SDLN-6 STORM PLAN & PROFILE 306 SDLN-7 STORM PLAN & PROFILE 307 SDLN-8 + SDLN-9 + SDLN-10 STORM PLAN & PROFILE 308 WATER QUALITY FACILITY PLAN & PROFILE 309 WATER QUALITY FACILITY PROFILE & DETAILS D3.01 STORM DETAILS D3.02 STORM DETAILS (2) D3.03 STORM DETAILS (3) D3.04 STORM DETAILS (4) D3.05 STORM DETAILS (5) 401 SSLN-A SANITARY SEWER PLAN & PROFILE 402 SSLN-A SANITARY SEWER PLAN & PROFILE 403 NOT USED 404 SSLN-B SANITARY SEWER PLAN & PROFILE 405 SSLN-B SANITARY SEWER PLAN & PROFILE 406 SSLN-C SANITARY SEWER PLAN & PROFILE 407 SSLN-E & SSLN-F SANITARY SEWER PLAN & PROFILE D4.01 SEWER DETAILS D4.02 SEWER DETAILS (2) 501 WATER PLAN 502 WATER PLAN 503 SW RIVER TERRACE BLVD WATER PLAN & PROFILE D5.01 WATER DETAILS D5.02 WATER DETAILS (2) SS1 SIGNAGE AND STRIPING PLAN SS2 SIGNAGE AND STRIPING DETAILS SS3 STRIPING DETAILS L1.01 TREE CANOPY - PLANTING PLAN L1.02 TREE CANOPY - PLANTING PLAN L1.03 TREE CANOPY - PLANTING PLAN L1.04 TREE CANOPY - PLANTING PLAN L1.05 TREE CANOPY - PLANTING LEGEND, NOTES & DETAILS L1.06 TREE CANOPY - PLANTING DETAILS L2.01 OPEN SPACE - PLANTING PLAN L2.02 OPEN SPACE - PLANTING PLAN L2.03 OPEN SPACE - LEGENDS, DETAILS & NOTES SHEET INDEX CONT.: COVER SHEET 100 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 1 ) N O T E S - P D M O D . d w g - S H E E T : 1 0 1 . 1 A p r 0 8 , 2 0 2 2 - 4 : 4 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 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.NO CONNECTION TO EXISTING WATER SYSTEM WILL BE ALLOWED UNTIL AFTER ALL TESTING & DISINFECTION HAS PASSED AND CITY OF TIGARD OPERATION STAFF HAS ACCEPTED. PRESSURE TESTING SHALL OCCUR IN SECTIONS. NUMBER OF SECTIONS TO BE DESIGNED BY ENGINEER AND ACCEPTED BY CITY OF TIGARD PRIOR TO TESTING. 17.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. 18.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. 19.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 PUBLIC STORM SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM CWS DESIGN AND CONSTRUCTION STANDARDS - R&O 07-20. 2. PUBLIC STORM SEWER PIPE SHALL BE THE SIZE AND MATERIALS SHOWN ON THE PLANS. 3.INSTALLATION OF THE STORM SEWER SYSTEM SHALL BE IN ACCORDANCE WITH STANDARD PRACTICES. ALL TRENCH BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE 3/4"-0 COMPACTED CRUSHED ROCK, (CLASS "B"). 4.ALL SERVICE LATERALS TO BE CONSTRUCTED AT A MINIMUM SLOPE OF 1/4" (2%) PER LINEAR FOOT UNLESS OTHERWISE SHOWN ON THE PLANS. LATERALS SHALL BE 4" DIAMETER. SIDE STORM SEWER PIPE TO BE WHITE IN COLOR AND CONFORM TO CWS STANDARD DWG NO. 170. 5.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PAST THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED WHITE, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 6.ALL SANITARY & STORM SEWER LINES MUST BE THOROUGHLY CLEANED PRIOR TO MANDRELLING OF PVC PIPE AND TELEVISING THE SYSTEM FOR ACCEPTANCE. 7.COMPACTION SHALL BE 95% T-99 FOR TRENCH BACKFILL IN STREET AND PARKING AREA. CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT AND METHOD USED TO ACHIEVE REQUIRED COMPACTION. 8.PRIVATELY MAINTAINED STORM SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE 918-701-0040(1)] STORM SEWERS 1.ALL PUBLIC SANITARY SEWER CONSTRUCTION AND ALL MATERIALS SHALL CONFORM WITH THE APPLICABLE SECTIONS OF THE SPECIFICATIONS OF THE CWS OF WASHINGTON COUNTY, OREGON. DESIGN AND CONSTRUCTION STANDARDS - R&O 07-20. ALL BACKFILL IN RIGHT-OF-WAY SHALL COMPLY WITH CWS R&O 07-20. 2.MAIN LINE PIPE SHALL BE 8" PVC AND SERVICE LATERALS SHALL BE 4" PVC CONFORMING TO ASTM D-3034. SIDE SANITARY SEWER PIPE TO BE GREEN IN COLOR UNLESS OTHERWISE SHOWN. 3.SERVICE LATERALS SHALL EXTEND A MINIMUM OF 10 FEET FROM THE MAIN AND TWO FEET PASSED THE P.U.E. INTO THE LOT. THE END OF EACH LATERAL SHALL BE MARKED WITH A 2"x4" PAINTED GREEN, EXTENDING FROM THE INVERT TO A MINIMUM OF THREE FEET ABOVE THE GROUND SURFACE, WITH THE DEPTH FROM THE TOP OF THE 2"x4" TO THE INVERT WRITTEN THEREON. 4.SERVICE LATERALS SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 2% WITH A MAXIMUM GRADE OF 100% (45°) AND CONFORM TO CWS STANDARD DWG NO. 170. 5.ALL MAIN SEWERS SHALL BE BALLED, FLUSHED, THOROUGHLY CLEANED, MANDRELLED, AND AIR-TESTED AFTER THE BACKFILL IS PLACED AND COMPACTED. A V.H.S. T.V. VIDEO TAPE AND REPORT AND AIR-TEST RESULTS SHALL BE PROVIDED TO CITY OF HILLSBORO. MANHOLES SHALL BE HYDROSTATIC OR VACUUM TESTED. 6.TRENCH BACKFILL IN STREET AREAS SHALL BE WITH 3/4"-0" ROCK, COMPACTED TO 95% T-99. 7.PRIVATELY MAINTAINED SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED TO THE STANDARDS AND SPECIFICATIONS OF THE 1994 EDITION OF THE U.P.C. AS AMENDED BY THE STATE OF OREGON, TITLED THE 1996 OREGON PLUMBING SPECIALTY CODE [OAR 918-701-0040(1)]. SANITARY SEWERS 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. REVISION 11/27/17 CONSTRUCTION NOTES 101.1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 1 ) N O T E S - P D M O D . d w g - S H E E T : 1 0 1 . 2 A p r 0 8 , 2 0 2 2 - 4 : 4 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 PRIOR TO PERMIT SUBMISSION: 1.THE CITY OF TIGARD IS RESPONSIBLE FOR THE APPROVAL OF NEW STREET NAMES AND ASSIGNING ADDRESSES FOR PARCELS WITHIN THE CITY OF TIGARD. SUBMIT AN AUTOCAD FILE OF THE PRELIMINARY PLAT FOR THE REVIEW OF STREET NAME AND ASSIGNING ADDRESSES. CONTACT OSCAR CONTRERAS WITH ENGINEERING DIVISION AT 503-718-2678 FOR THE SUBMISSION OF THE AUTOCAD FILE AND ENSURING THAT NEW STREET NAMES ARE APPROVED AND ADDRESSES ARE ASSIGNED. PRIOR TO PERMIT SUBMISSION PAY THE ADDRESSING FEE. THE ADDRESS FEE SHALL BE ASSESSED IN ACCORDANCE WITH THE CURRENT MASTER FEE SCHEDULE. PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS: 2.PRIOR TO ANY SITE WORK, 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. 3.THE PROJECT ARBORIST SHALL PERFORM SEMIMONTHLY (TWICE MONTHLY) SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVE SITE DEVELOPMENT AND CONSTRUCTION, 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. 4.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A FEE IN THE AMOUNT OF $18,785 FOR THE CITY'S COST OF COLLECTING AND PROCESSING THE INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN OF NINE RETAINED OPEN GROWN TREES, 649 PLANTED TREES, AND ONE RETAINED STAND OF TREES $168 FIRST TREE + $18,396 ($28 X 657) + ($221 X 1)= $18,785. SUBJECT TO FEE CHANGES EVERY JULY. 5.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL PROVIDE A TREE ESTABLISHMENT BOND IN THE AMOUNT OF $359,546 (649 PLANTED TREES X $554/TREE). FEES SUBJECT TO CHANGE EVERY JULY. 6.PRIOR TO ANY SITE WORK, THE APPLICANT SHALL SUBMIT A REVISED SOIL VOLUME PLAN TO DEMONSTRATE THE SOIL VOLUME STANDARD IS MET. 7.PRIOR TO ANY SITE WORK OR ISSUANCE OF ANY PERMITS (EXCEPT EARLY GRADING), THE APPLICANT SHALL WITHDRAW PRIOR LAND USE APPROVALS FOR THE SUBJECT SITE PDR2015-00004 AND PDR2016-00006. 8.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: ·CITY OF TIGARD PUBLIC IMPROVEMENT DESIGN STANDARDS ·CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS ·TIGARD COMMUNITY DEVELOPMENT CODES, MUNICIPAL CODES ·FIRE CODES ·OTHER APPLICABLE COUNTY, STATE, AND FEDERAL CODES AND STANDARD GUIDELINES 9.IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING STREET AND RIGHT OF WAY DEDICATION, UTILITIES, GRADING, WATER QUALITY AND QUANTITY FACILITY, STREETLIGHTS, EASEMENTS, EASEMENT LOCATIONS, AND UTILITY CONNECTION FOR FUTURE UTILITY EXTENSIONS ARE SUBJECT TO THE CITY ENGINEER'S REVIEW, MODIFICATION, AND APPROVAL. 10.PRIOR TO COMMENCING SITE IMPROVEMENTS, A PUBLIC FACILITY IMPROVEMENT (PFI) PERMIT IS REQUIRED FOR THIS PROJECT TO COVER ALL INFRASTRUCTURE WORK INCLUDING STORMWATER WATER QUALITY AND QUANTITY FACILITIES AND ANY OTHER WORK IN THE PUBLIC RIGHT-OF-WAY. FOUR (4) SETS OF DETAILED PUBLIC IMPROVEMENT PLANS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEERING DEPARTMENT. AN ENGINEERING COST ESTIMATE OF IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET, STREET GRADING, UTILITIES, STORMWATER QUALITY AND WATER QUANTITY FACILITIES, SANITARY SEWER, STREETLIGHTS, AND FRANCHISE UTILITIES SHALL BE REQUIRED AT THE TIME OF PFI PERMIT SUBMITTAL. WHEN THE WATER SYSTEM IS UNDER THE CITY OF TIGARD JURISDICTION, AN ENGINEERING COST ESTIMATE OF WATER IMPROVEMENT SHALL BE LISTED AS A SEPARATE LINE ITEM FROM THE TOTAL COST ESTIMATE. NOTE: THESE PLANS ARE IN ADDITION TO ANY DRAWINGS REQUIRED BY THE BUILDING DIVISION AND SHOULD ONLY INCLUDE SHEETS RELEVANT TO PUBLIC IMPROVEMENTS. PUBLIC FACILITY IMPROVEMENT PERMIT PLANS SHALL 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). 11.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMITTAL OF 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. 12.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL 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 SHALL BE PROVIDED ONSITE. 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 SHALL INCLUDE THE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES ASSOCIATED WITH THE PROJECT. 13.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL PROVIDE ENGINEERING DIVISION A PHOTOMETRIC ANALYSIS FOR THE REVIEW AND APPROVAL. NEW LED STREETLIGHTS ARE REQUIRED BASED ON THE PHOTOMETRIC ANALYSIS; THE APPLICANT SHALL SUBMIT PLANS SHOWING THE LOCATION OF STREETLIGHTS INCLUDING IN THE PRIVATE STREET TO ENGINEERING DIVISION FOR REVIEW AND APPROVAL. TYPE AND COLOR OF POLE AND LIGHT FIXTURE SHALL ALSO BE INCLUDED ON THE PLAN FOR REVIEW AND APPROVAL. 14.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT PLANS SHOWING THE FOLLOWING ITEMS TO ENGINEERING FOR REVIEW AND APPROVAL (INCLUDING CURB AND GUTTER, STREET TREES IN THE PLANTER STRIP SPACED PER TCD REQUIREMENTS, STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS, CURB RADII MEETING WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS, INTERSECTION ADA RAMPS MEETING HE PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG), STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS, UNDERGROUND UTILITIES, STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING MEETING THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WASHINGTON COUNTY AND THE CITY OF TIGARD STANDARDS, STREET PROFILE AND CENTER LINE RADIUS MEETING WASHINGTON COUNTY AND CITY OF TIGARD STANDARDS): SW ROY ROGERS RD ADJACENT TO THE DEVELOPMENT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·49-FOOT FROM CENTERLINE RIGHT OF WAY DEDICATION ·39-FOOT FROM CENTERLINE HALF STREET: ··7-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··8-FOOT BIKE LANE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING WASHINGTON COUNTY AND CITY OF TIGARD -ARTERIAL STREET CROSS SECTION ·5-FOOT PLANTER ·8-FOOT CONCRETE SIDEWALK ·10-FOOT LANDSCAPE TRACT ·NOTE: THE ADDITIONAL 2 FEET NEEDED (IN ADDITION TO THE 49 FEET) FOR SIDEWALK AREA CAN BE HANDLED IN A PEDESTRIAN EASEMENT OVER THE REQUIRED 10 FOOT LANDSCAPE TRACT. THE SIDEWALK CAN ALSO MEANDER WITHIN THE 10 FEET OF THE LANDSCAPE TRACT, PROVIDED THE EASEMENT COVERS THE FULL 10 FOOT WIDTH. ·IMPROVEMENTS ON ROY ROGERS RD SHALL COMPLY WITH THE RECOMMENDED CONDITONS BY WASHINGTON COUNTY LUT DATED APRIL 13, 2015. THE APPLICANT'S WASHINGTON COUNTY FACILITIES PERMIT CONSTRUCTION DRAWINGS SHALL INDICATE THAT FULL HALF-STREET IMPROVEMENTS, MEETING COUNTY AND CITY STANDARDS, SHALL BE CONSTRUCTED ALONG THE ROY ROGERS ROAD FRONTAGE AS DESCRIBED ABOVE. THE DRAWINGS WILL PROVIDE FOR ROW DEDICATION, SHOW IMPROVEMENTS IN PLAN VIEW AND WILL PROVIDE THE APPROVED CROSS-SECTION. CONSTRUCTION LEVEL DRAWINGS WILL BE DEFERRED TO ALLOW FOR THE DEVELOPMENT OF A WASHINGTON COUNTY-CITY OF TIGARD MSTIP PROJECT. ROW DEDICATIONS WILL NOT BE DEFERRED. SW BULL MOUNTAIN RD EAST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·74-FOOT RIGHT OF WAY DEDICATION ·50-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALKS ·ROUNDABOUT AT RIVER TERRACE BLVD SW BULL MOUNTAIN RD WEST OF LOT 8 SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·74-FOOT RIGHT OF WAY DEDICATION ·50-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/TURN LANE ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·6.5-FOOT PLANTER ON THE NORTH SIDE OF THE STREET ·5-FOOT CONCRETE SIDEWALK ON THE NORTH SIDE OF THE STREET ·8-FOOT PLANTER ON THE SOUTH SIDE OF THE STREET ·6-FOOT CONCRETE SIDEWALK ON THE SOUTH SIDE OF THE STREET, A PORTION OF WHICH TO BE CONSTRUCTED WITHIN A PUBLIC SIDEWALK EASEMENT SW PERTH RD WEST OF SW 168 AVENUE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·70-FOOT RIGHT OF WAY DEDICATION ·46-FOOT FULL STREET: ··12-FOOT HALF MEDIAN/TURN LANE ··TWO 11-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5.5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALK ·ADEQUATE RIGHT OF WAY CORNER RADIUS FOR FUTURE SIGNAL AT PERTH RD/ROY ROGERS RD SW PERTH RD EAST OF SW 168TH AVENUE AND WEST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·58-FOOT RIGHT OF WAY DEDICATION ·34-FOOT FULL STREET ··TWO 11-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·5.5-FOOT PLANTERS ·6-FOOT CONCRETE SIDEWALK ·ROUNDABOUT AT RIVER TERRACE BLVD SW PERTH RD EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·58-FOOT RIGHT OF WAY DEDICATION ·36-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··6-FOOT BIKE LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - NEIGHBORHOOD ROUTE CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·ROUNDABOUT AT RIVER TERRACE BLVD SW RIVER TERRACE BLVD NORTH OF SW PERTH AVENUE AND SOUTH OF SW NOOSA COURT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·110-FOOT RIGHT OF WAY DEDICATION ·52-FOOT FULL STREET: ··14-FOOT HALF MEDIAN/RAINWATER SWALE, INCLUDING 2 FOOT CLEARANCE FROM TRAVEL LANES ··TWO 11-FOOT TRAVEL LANES ··8-FOOT PARKING OR PLANTER LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·WEST SIDE OF THE STREET: ··5-FOOT CURB TIGHT CONCRETE SIDEWALK ··3 TO 23-FOOT PLANTER/SWALE ··12-FOOT MEANDERING MULTI-USE PATH ··3 TO 23-FOOT PLANTER ·EAST SIDE OF THE STREET: ··7-FOOT PLANTER ··6-FOOT WALK ·ROUNDABOUT AT RIVER TERRACE BLVD AND PERTH RD SW RIVER TERRACE BLVD SOUTH OF SW PERTH AVENUE AND NORTH OF SENSITIVE AREA CROSSING SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·68.5-FOOT RIGHT OF WAY DEDICATION ·24-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·WEST SIDE OF THE STREET: ··3 TO 23-FOOT PLANTER/SWALE ··12-FOOT MEANDERING MULTI-USE PATH ··3 TO 23-FOOT PLANTER ·EAST SIDE OF THE STREET: ··6-FOOT CURB-TIGHT SIDEWALK SW RIVER TERRACE BLVD WHERE CROSSING SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·44-FOOT RIGHT OF WAY DEDICATION ·24-FOOT FULL STREET: ··TWO 12-FOOT TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD - COLLECTOR STREET CROSS SECTION ·12-FOOT CONCRETE CURB-TIGHT SIDEWALK ON THE WEST SIDE OF THE STREET, NOT INCLUDING CURB WIDTH ·6-FOOT CONCRETE CURB TIGHT SIDEWALK ON THE EAST SIDE OF THE STREET, NOT INCLUDING CURB WIDTH SW BEEMER ST AND EVERTON ST EAST OF RIVER TERRACE BLVD SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·54-FOOT RIGHT OF WAY DEDICATION ·32-FOOT FULL STREET: ··TWO TRAVEL LANES WITH ON STREET PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS SW COLORADO LANE, EVERTON ST WEST OF RIVER TERRACE BLVD, LEAF LANE, RUBICON LANE, DARLING LANE, YARA LANE, RIVERDELL LANE, ALBANY TERRACE, 165TH AVE, 168TH AVE, AND 169TH AVE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·50-FOOT RIGHT OF WAY DEDICATION ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET CROSS SECTION ·5-FOOT PLANTERS ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS ·SUBMIT SKINNY STREET CRITERIA FOR REVIEW AND APPROVAL SW KESSLER LANE AT SW 165TH AVE ADJACENT TO SENSITIVE AREA SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·45-FOOT RIGHT OF WAY DEDICATION ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON ONE SIDE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL SKINNY STREET CROSS SECTION ·5-FOOT PLANTER ON THE WEST SIDE ·5-FOOT CONCRETE SIDEWALKS ·EYEBROW CORNER MEETING WASHINGTON COUNTY STANDARDS SW CAYENNE CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·41-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON ONE SIDE ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT PLANTER ON THE WEST SIDE ·5-FOOT CONCRETE SIDEWALKS SW NOOSA CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·35-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALKS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION SW RIO PLACE AND DEVIN CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·36-FOOT PRIVATE STREET TRACT ·24-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE ·5-FOOT PLANTER ON THE WEST SIDE ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION SW CHETCO COURT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·35.5-FOOT PRIVATE STREET TRACT ·28-FOOT FULL STREET: ··TWO TRAVEL LANES WITH PARKING ON BOTH SIDES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·5-FOOT CONCRETE SIDEWALK ON THE WEST SIDE ·STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION PRIVATE ALLEY OFF CAYENNE CT SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·20-FOOT PRIVATE ALLEY TRACT WITH TURNOUT ·20-FOOT FULL STREET: ··TWO TRAVEL LANES, INCLUDING CURB AND GUTTER ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·MOUNTABLE CURB AND GUTTER ·STREETLIGHTS AS RECOMMENDED FROM THE APPROVED PHOTOMETRIC ANALYSIS ·INTERSECTION ADA RAMPS MEETING THE PROWAG ·STORM DRAINAGE IMPROVEMENT MEETING CWS DESIGN AND CONSTRUCTION STANDARDS ·UNDERGROUND UTILITIES ·STREET SIGNS, NAMES AND TRAFFIC CONTROL DEVICES, STRIPING MEETING THE MUTCD, AND CITY OF TIGARD STANDARDS ·STREET PROFILE AND CENTER LINE RADIUS MEETING CITY OF TIGARD STANDARDS ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION PRIVATE AISLE SHALL INCLUDE AND SHALL BE SHOWN TO HAVE: ·20-FOOT FULL STREET: ··TWO TRAVEL LANES ··ASPHALT PAVEMENT STRUCTURAL SECTION MEETING CITY OF TIGARD -LOCAL STREET CROSS SECTION ·MUST PROVIDE TVFR APPROVAL FOR PROPOSED PAVED SECTION 15.PRIOR TO COMMENCING PHASE 2 SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A WASHINGTON COUNTY TEMPORARY RIGHT-OF-WAY PERMIT FOR CONSTRUCTION ACCESS TO THE SITE USING ROY ROGERS ROAD (OPERATIONS DIVISION, 503-846-7623). 16.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT A FINAL STORM DRAINAGE REPORT AND SITE PLANS AS PART OF THE PFI PERMIT INDICATING HOW RUN-OFF GENERATED BY THE DEVELOPMENT WILL BE COLLECTED, CONVEYED, TREATED AND DETAINED TO ENGINEERING DIVISION FOR REVIEW AND APPROVAL. WATER QUANTITY DESIGN AND CALCULATIONS MUST BE PREPARED IN ACCORDANCE WITH TRUST HYDRAULIC MODEL. THE STORM DRAINAGE REPORT SHALL BE PREPARED AND INCLUDE A MAINTENANCE PLAN IN ACCORDANCE WITH CWS DESIGN AND CONSTRUCTION STANDARDS AND THE CITY OF TIGARD STANDARDS. 17.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A CWS STORMWATER CONNECTION AUTHORIZATION PRIOR TO ISSUANCE OF THE CITY OF TIGARD PFI PERMIT. PLANS SHALL BE SUBMITTED TO THE CITY OF TIGARD FOR REVIEW. THE CITY WILL FORWARD PLANS TO CWS AFTER PRELIMINARY REVIEW. THE APPLICANT'S SITE PLANS INDICATES THAT A STORM DRAINAGE PIPE SERVING THE RESIDENTIAL UNITS ON TRACT X TO BE BORED UNDER THE ADJACENT WETLAND. ALTHOUGH IMPACT TO THE WETLAND IS MINIMIZED WHEN BORE CONSTRUCTION IS PROPOSED, LONG TERM MAINTENANCE OF THE PIPE UNDER THE WETLAND IS A CONCERN TO THE CITY. THE CITY REQUIRES THAT RUN-OFF GENERATED FROM IMPERVIOUS AREAS TO BE TREATED LOCALLY ON TRACT X PRIOR TO RELEASING TO THE ADJACENT WETLAND. PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AND CALCULATIONS AN ALTERNATIVE DESIGN FOR THE STORM DRAINAGE INCLUDING WATER QUALITY AND DETENTION LOCALLY WITHIN TRACT X FOR REVIEW AND APPROVAL. PHASE 2 REGIONAL DETENTION FACILITY TO OVER DETAIN FOR RUNOFF FROM THESE RESIDENTIAL UNITS. 18.PRIOR TO COMMENCING OF SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING THE PROPOSED SANITARY SEWER SYSTEM AND ASSOCIATED FACILITIES TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TIGARD AND CWS DESIGN AND CONSTRUCTION STANDARDS. 19.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT EVIDENCES INDICATING THAT THERE ARE SUFFICIENT PUMP STATION CAPACITY AND ASSOCIATED FORCE MAINS AND GRAVITY MAINS TO SERVE THE PROPOSED DEVELOPMENT. 20.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT SITE PLANS AS PART OF THE PFI PERMIT SHOWING ALL PROPOSED AND/OR EXTENSIONS OF PUBLIC WATER LINES, HYDRANTS AND WATER SERVICES TO BE DESIGNED IN ACCORDANCE WITH THE CITY OF TIGARD STANDARDS TO ENGINEERING FOR REVIEW AND APPROVAL. LOOPED SYSTEMS WILL BE REQUIRED WHERE POSSIBLE. DEAD END MAINS MUST BE APPROVED BY THE CITY ENGINEER. 21.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL DEMONSTRATE THROUGH CALCULATIONS, PLANS, EXHIBITS AND ANY OTHER NECESSARY DOCUMENTS OR AGREEMENTS THAT SUFFICIENT WATER CAPACITY IS AVAILABLE. 22.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT WILL BE REQUIRED TO PROVIDE WRITTEN APPROVAL FROM TUALATIN VALLEY FIRE AND RESCUE (TVF&R) FOR FIRE FLOW, HYDRANT PLACEMENT, EMERGENCY VEHICULAR ACCESS, TURN AROUND, AND PRIVATE STREET WIDTHS WITH AND WITHOUT PARKING. 23.PRIOR TO COMMENCING SITE IMPROVEMENTS, AN EROSION CONTROL PLAN SHALL BE PROVIDED AS PART OF THE PFI PERMIT DRAWINGS. THE PLAN SHALL CONFORM TO THE "CWS EROSION PREVENTION AND SEDIMENT CONTROL DESIGN AND PLANNING MANUAL” (CURRENT EDITION) AND SUBMITTED TO CITY OF TIGARD WITH THE PFI PLANS. 24.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN A 1200-C GENERAL PERMIT ISSUED THROUGH THE CITY OF TIGARD PURSUANCE TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 25.PRIOR TO COMMENCING SITE IMPROVEMENTS, THE APPLICANT SHALL OBTAIN ANY APPLICABLE U.S. ARMY CORPS OF ENGINEERS/DEPARTMENT OF STATE LANDS PERMITS. 26.PRIOR TO COMMENCING SITE IMPROVEMENTS, A FINAL GRADING PLAN SHALL BE SUBMITTED SHOWING THE EXISTING AND PROPOSED CONTOURS. THE PLAN SHALL DETAIL THE PROVISIONS FOR SURFACE DRAINAGE OF ALL LOTS, AND SHOW THAT THEY WILL BE GRADED TO ENSURE THAT SURFACE DRAINAGE IS DIRECTED TO THE STREET OR A PUBLIC STORM DRAINAGE SYSTEM APPROVED BY THE ENGINEERING DIVISION. 27.A MEMO PREPARED BY GEODESIGN DATED APRIL 4, 2018 LISTED SEVERAL REPORTS AND MEMOS RELEVANT TO THE PROPOSED DEVELOPMENT. PRIOR TO COMMENCING SITE IMPROVEMENTS SUBMIT A SUMMARY AND RELEVANT RECOMMENDATIONS TO THE PROPOSED DEVELOPMENT TO ENGINEERING FOR REVIEW AND APPROVAL. THE RECOMMENDATIONS SHALL BE INCORPORATED INTO THE FINAL GRADING PLAN AND A FINAL CONSTRUCTION SUPERVISION REPORT MUST BE FILED WITH THE ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 28.THE DESIGN ENGINEER SHALL 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. 29.PRIOR TO COMMENCING OF SITE IMPROVEMENTS, THE APPLICANT SHALL SUBMIT SITE PLANS SHOWING LOCATION OF THE STREET MONUMENTS TO ENGINEERING FOR REVIEW AND APPROVAL. 30.PRIOR TO COMMENCING SITE IMPROVEMENTS, SUBMIT AUTOCAD FILE OF THE CONSTRUCTION PLAN TO THE CITY FOR GIS PURPOSES. PRIOR TO FINAL PLAT APPROVAL 31.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT A WRITTEN DETERMINATION PROVIDED BY THE PARKS AND FACILITIES DIVISION MANAGER REGARDING DEDICATION OF PROPOSED PARKS, PLAYGROUNDS OR OTHER PUBLIC USES. 32. PRIOR TO FINAL PLAT APPROVAL AND PERMIT ISSUANCE OF THE PROPOSED SALES OFFICE AND MODEL HOMES, THE APPLICANT SHALL DEMONSTRATE THAT THE FOLLOWING MEASURES ARE IN PLACE: a.PROVISION OF ADEQUATE FIRE ACCESS AND WATER SUPPLY, INCLUDING FIRE HYDRANTS, AS DETERMINED BY THE TVF&R. b.PROVISION OF SAFE AND ADEQUATE PEDESTRIAN AND VEHICLE ACCESS, INCLUDING A SIDEWALK ALONG THE FRONTAGE OF EACH MODEL HOME LOT AND CURBS AND THE FIRST LIFT OF ASPHALT ON ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. c.INSTALLATION OF UTILITIES WITHIN ALL STREETS PROPOSED TO SERVE EACH MODEL HOME LOT. d.PROVISION OF ADEQUATE PARKING. 33. PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL PROVIDE AUTHORIZATION, BINDING ITS SUCCESSORS AND ASSIGNS, FOR THE CITY TO ENTER THE PROPERTY AND TAKE SUCH ACTIONS AS ARE NECESSARY TO DEMOLISH AND REMOVE ANY TEMPORARY SALES OFFICE OR MODEL HOME THAT HAS BEEN DECLARED A NUISANCE. THE APPLICANT SHALL POST A PERFORMANCE BOND IN FAVOR OF THE CITY IN AN AMOUNT DESIGNATED IN THE TEMPORARY USE APPROVAL AS A REASONABLE ESTIMATE OF THE COST SUFFICIENT FOR THIS PURPOSE. THE BOND SHALL BE RELEASED UPON FINAL PLAT APPROVAL. 34.PRIOR TO FINAL PLAT APPROVAL, ALL IMPROVEMENTS ASSOCIATED WITH PUBLIC INFRASTRUCTURES INCLUDING BUT NOT LIMITED TO STREET IMPROVEMENT UNDER THE CITY OF TIGARD JURISDICTION SHALL BE COMPLETED OR BONDED FOR. THE APPLICANT SHALL OBTAIN CONDITIONAL ACCEPTANCE FROM THE CITY, AND PROVIDE A ONE-YEAR MAINTENANCE ASSURANCE FOR SAID IMPROVEMENTS. 35.PRIOR TO FINAL PLAT APPROVAL, ALL PUBLIC UTILITY FACILITIES INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, WATER QUALITY AND QUANTITY, SANITARY SEWER, WATER, GAS, ELECTRICAL, COMMUNICATION, AND WIRELESS SHALL BE COMPLETED OR BONDED FOR. PUBLIC STORM WATER QUALITY AND QUANTITY FACILITIES SHALL BE PROVIDED WITH THREE YEARS OF MAINTENANCE. 36.PRIOR TO FINAL PLAT APPROVAL THE APPLICANT'S FINAL PLAT SHALL CONTAIN STATE PLANE COORDINATES ON TWO MONUMENTS WITH A TIE TO THE CITY'S GLOBAL POSITIONING SYSTEM (GPS) GEODETIC CONTROL NETWORK (GC 22). THESE MONUMENTS SHALL BE ON THE SAME LINE AND SHALL BE OF THE SAME PRECISION AS REQUIRED FOR THE SUBDIVISION PLAT BOUNDARY. ALONG WITH THE COORDINATES, THE PLAT SHALL 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. 37.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. 38.THE FINAL PLAT AND DATA OR NARRATIVE SHALL BE DRAWN TO THE MINIMUM STANDARDS SET FORTH BY THE OREGON REVISED STATUTES (ORS 92.05), WASHINGTON COUNTY, AND BY THE CITY OF TIGARD. 39.FINAL PLAT WILL INCLUDE SIGNATURE LINES FOR THE CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR. NOTE: WASHINGTON COUNTY WILL NOT BEGIN THEIR REVIEW OF THE FINAL PLAT UNTIL THEY RECEIVE NOTICE FROM THE ENGINEERING DEPARTMENT INDICATING THAT THE CITY HAS REVIEWED THE FINAL PLAT AND SUBMITTED COMMENTS TO THE APPLICANT'S SURVEYOR. 40.AFTER THE CITY AND COUNTY HAVE REVIEWED THE FINAL PLAT, SUBMIT ONE COPY OF THE FINAL PLAT FOR CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR SIGNATURES. 41.SUBMIT A CHECK IN THE AMOUNT OF THE CURRENT FINAL PLAT REVIEW FEE (CONTACT PLANNER ON DUTY, AT 503718-2421). 42.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT'S TRAFFIC ENGINEER SHALL SUBMIT AN ADDENDUM TO THEIR TRAFFIC ME DATED, MARCH 5, 2018. THE ADDENDUM SHALL IDENTIFY THE WARRANT THRESHOLD FOR THE SIGNAL AT SW PERTH RD AND ROY ROGERS RD. PROVIDE A CONSTRUCTION ESTIMATE AND RECOMMEND POLYGON'S PROPORTIONATE SHARE COST FOR THIS SUBDIVISION. 43.SUBMIT A CHECK TO WASHINGTON COUNTY FOR APPROVED PROPORTIONATE SHARE OF SIGNAL CONSTRUCTION. 44.PRIOR TO FINAL PLAT APPROVAL, PROVIDE EVIDENCES FROM WASHINGTON COUNTY THAT THE CONDITIONS OF APPROVAL ON THE MEMO DATED JUNE 25, 2018 FROM WASHINGTON COUNTY HAVE BEEN CONSTRUCTED, COMPLETED, AND/OR SATISFIED. 45.PRIOR TO FINAL PLAT APPROVAL, THE APPLICANT SHALL SUBMIT TO THE ENGINEERING DIVISION THE FINAL INTERSECTION SIGHT DISTANCE CERTIFICATIONS FOR ALL THE INTERSECTIONS INTERNAL TO AND ADJACENT TO THE DEVELOPMENT FOR REVIEW AND APPROVAL. 46.PRIOR TO FINAL PLAT APPROVAL, A PUBLIC UTILITY EASEMENT (PUE) ALONG ALL PUBLIC RIGHTS OF WAY AND PRIVATE TRACTS. AN EIGHT-FOOT AND A SIX-FOOT PUE SHALL BE REQUIRED ALONG THE PUBLIC RIGHTS OF WAY AND THREE-FOOT PUE ALONG TRACTS K, R, AND Y. 47.PRIOR TO FINAL PLAT APPROVAL, PROVIDE EVIDENCES THAT THE HOA HAS BEEN ESTABLISHED AND MAINTENANCE AGREEMENT FOR THE PRIVATE STREETS IS IN PLACE. 48.PRIOR TO FINAL PLAT APPROVAL, PROVIDE AUTOCAD FILES OF THE AS-BUILT DRAWINGS OR BOND FOR IMPROVEMENTS. PRIOR TO ISSUANCE OF BUILDING PERMITS: 49.AT THE TIME OF BUILDING PERMIT APPLICATION SUBMITTAL, THE APPLICANT SHALL SUBMIT PLANS AND ELEVATIONS DEMONSTRATING THAT EACH SINGLE FAMILY DWELLING UNIT IS DESIGNED AND CONSTRUCTED TO CONFORM TO THE APPLICABLE DESIGN STANDARDS IN 18.660.070.I. 50.PRIOR TO ISSUANCE OF BUILDING PERMITS, THE APPLICANT SHALL PROVIDE ELEVATION DRAWINGS SHOWING THAT ALONG THE VERTICAL FACE OF SINGLE-FAMILY ATTACHED AND MULTIPLE-FAMILY STRUCTURES, OFFSETS OCCUR AT A MINIMUM OF EVERY 30 FEET. THIS MAY BE DEMONSTRATED BY PROVIDING ANY TWO OF THE FOLLOWING: A)RECESSES, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, OF A MINIMUM DEPTH OF EIGHT FEET; B) EXTENSIONS, E.G., DECKS, PATIOS, ENTRANCES, FLOOR AREA, OF A MINIMUM DEPTH OF EIGHT FEET, A MAXIMUM LENGTH OF AN OVERHANG SHALL BE 25 FEET; AND C) OFFSETS OR BREAKS IN ROOF ELEVATIONS OF THREE OR MORE FEET IN HEIGHT. CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL CONSTRUCTION NOTES 101.2 260 270 28 0 2 8 0 2 5 4 256 258 262 264 266 268 272 274 276 278 260 270270 270 252254256258 262 264 266268 272 274 250248 252 254 260 27 0 28 0 2 9 0 3 0 0 3 0 0 30 0 3 1 0 320 330 25 6 2 5 8 262 264 266 2 6 8 272272 272 2 7 4 27 6 2 7 8 2 8 2 284 2 8 6 2 8 8 2 9 2 294 29 4 2 9 4 29 6 2 9 6 296 29 6 2 9 6 298 2 9 8 2 9 8 302 3 0 4 3 0 6 3 0 8 31 2 3 1 2 312 3 1 2 3 1 2 31 4 316 318 3 2 2 32 4 32 6 328 332 270 280 290 300 310 320 330 2 7 2 27 4 2 7 6 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 324 326 328 332 334 336 338 270 29 0 30 0 31 0 3 2 0 33 0 28 2 28 4 28 6 28 8 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 3 1 2 3 1 4 31 6 31 8 32 2 3 2 2 32 2 32 4 32 6 32 8 33 2 33 4 336 33 8 338 42.5' PAV'T TAX MAP: 2S 1 7 TAX LOT: 2000 TAX MAP: 2S 1 7 TAX LOT: 1100 TAX MAP: 2S 1 7 TAX LOT: 1900 TAX MAP: 2S 1 7 TAX LOT: 1300 TAX MAP: 2S 1 7 TAX LOT: 1305 TAX MAP: 2S 1 7 TAX LOT: 1302 TAX MAP: 2S 1 7 TAX LOT: 1303 THE WOODS EXISTING PROPERTY LINE, TYP. EXISTING CURB INLET EXISTING DITCH INLET EXISTING WETLAND EXISTING WETLAND BUFFER EXISTING WETLAND TAX MAP: 2S 1 7 TAX LOT: 300 EXISTING WETLAND FILLED UNDER PERMIT # NWP-2015-422 55 56 58 59 60 61 62 TRACT H TRACT I 93 TAX MAP: 2S 1 7 TAX LOT: 1200 EXISTING RETAINING WALL SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) EXISTING CATCH BASIN EXISTING CATCH BASIN EXISTING WATER BLOW OFF VALVE EXISTING WATER BLOW OFF VALVE EXISTING LIDA FACILITY 242 241 240 239 238 237 236 235 234 233 232 185 184 183 182 181 180 179 178 TRACT T N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 2 ) E X I S T - P D M O D . d w g - S H E E T : 1 0 2 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCH SHEET 103 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 EXISTING CONDITIONS & DEMO PLAN 102 26 0 2 5 4 2 5 6 25 8 26 2 26 4 266 2 6 6 3 1 0 31 0 32 0 32 0 33 0 3 3 0 31 2 31 2 31 4 31 4 31 6 31 6 3 1 8 31 8 32 2 3 2 2 32 4 3 2 4 32 6 3 2 6 32 8 3 2 8 33 2 3 3 2 33 4 33 6 33 8338338 290 300 284 286 288 292 294 296 298 302 304 306 308 250 250 26 0 270 28 0 290 300 242242 244 244 246 246 248 248 252 252 254 254 256 256 258 258 2 6 2 264 266 268 272 274 276 27 8 282 284 286 288 292 294 296 298 302304 306 308 220 220 230 23 0 240 240 250 250 260 270 280 290 300 310 320 33 0 222 222224 224 226 22 6 228 22 8 232 23 2 234 23 4 236 236238 238 242 242 244 244 246 246 248 248 252 252 254 256 258 262 264 266 268 272 274 276 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 324 326 32 8 33 2 33 4 336 300 310 320 330 340 340 294 296 298 302 304 306 308 312 314 316 318 322 324 326 328 332334336 3 3 8 342 342 344 344 27 0 28 0 29 0 30 0 31 0 32 0 33 0 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 31 2 31 4 31 6 31 8 3 2 2 3 2 4 32 6 32 8 3 3 2 33 4 3 3 6 33 833 8 260 260 270 270 280 290 290 290 254254256 256 258 258 262 262 264 264 266 266 268 268 272 274 276 278 282 282 282 284 284 284 286 286 286 288288 288 288288 41.0' PAV'T PAV'T TAX MAP 2S1W07 TAX LOT 1200 TAX MAP 2S1W07 TAX LOT 1400 12' CONCRETE ACCESS 6' CONCRETE CULVERT EXISTING TREE DRIPLINE EXISTING STRUCTURES REMOVED PER DEMOLITION PERMIT # BUP2016-00342 EXISTING STRUCTURES REMOVED PER DEMOLITION PERMIT # BUP2016-00310 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) KESSLER LANE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 2 ) E X I S T - P D M O D . d w g - S H E E T : 1 0 3 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 MATCH SHEET 104 MATCH SHEET 102 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 INCH = 60 FEET 60 30 60 SCALE 0 EXISTING CONDITIONS & DEMO PLAN 103 2 4 0 25 0 26 0 27 0 28 0 29 0 30 0 31 0 3 2 0 23 8 242 24 4 24 6 24 8 2 5 2 2 5 4 25 6 25 8 26 2 26 4 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 29 6 29 8 30 2 3 0 4 3 0 6 30 8 3 1 2 3 1 4 3 1 6 3 1 8 240 250 260 232 234 236 238 242 244 246 248 252 254 256 258 262 264 260 270 280 2 5 2 254 256 258 262 264 266 268 272 274 276 278 282 284 25 0 260 27 0 280 290 2 4 2 24 4 24 6 2 4 8 25 2 25 4 25 6 25 8 262 264 26 6 26 8 272 274 276 278 282 284 286 288 292 26 0 2 7 0 28 0 2 9 0 30 0 2 6 2 2 6 4 2 6 6 2 6 8 2 7 2 27 4 27 6 27 8 28 2 28 4 28 6 2 8 8 28 8 28 8 29 2 29 4 29 6 29 8 30 2 30 4 30 6 30 8 42.5' PAV'T SLOPE EASEMENT AND DRAINAGE EASEMENT PUBLIC UTILITY EASEMENT 19' GRAVEL DRIVE ACCESS EX. BROKEN DRAINAGE TILE EX. CREEK (DRAINING OFFSITE) TAX MAP 2S1W07 TAX LOT 1400 SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 2 ) E X I S T - P D M O D . d w g - S H E E T : 1 0 4 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 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 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCH SHEET 103 EXISTING SIDEWALK EXISTING PAVEMENT EXISTING GRAVEL EXISTING BUILDING EXISTING WETLAND EXISTING WETLAND BUFFER EXISTING WATERS EXISTING CONDITIONS & DEMO PLAN 104 WATER QUALITY FACILITY SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE 28+14 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 14+14 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20+ 0 0 20+31 11+0012+0013+0014+00 15 + 0 0 15 + 2 5 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0022+07 43 + 4 5 4 4 + 0 0 4 5 + 0 0 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 50 + 0 0 51 + 0 0 52 + 0 0 19 + 2 0 20+ 0 0 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28 + 5 8 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP.6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. L1 C1 L2 C 2 L3 C3 L4 L5 L6 C4 C5 L7 L8C6 C7 L 1 2 L1 1 C 1 2 C1 1 C1 0 WETLANDS DETENTION FACILITY 51 56 5752535455 90 91 92 93 94 95 85 837781 84 78 82798042434445404139 96 66 TRACT J 65 64 63 62 61 60 59 31302928 3332 DETENTION FACILITY SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 SEE GENERAL NOTE 1 TRACT A12 5987 12 11 13 34610 18 25 TRACT D 22 21 19 20 15 17 14 16 23 24 27 26 TRACT C 38 50 TRACT I76746773727170697568TRACT N 89 58 47 464948 34373536 868788 LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 LENGTH 414.14' 395.03' 783.35' 86.51' 436.41' 63.68' 1056.03' 107.00' 187.77' 69.59' 383.54' 45.23' 471.03' 784.74' 152.85' BEARING N89° 54' 00"W S0° 29' 25"E S89° 54' 00"E N29° 15' 00"E N0° 06' 00"E N7° 46' 56"E S89° 54' 00"E S89° 54' 00"E S0° 06' 00"W S0° 06' 00"W S0° 06' 00"W S15° 02' 03"E N89° 33' 01"E N0° 26' 59"W S89° 54' 00"E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 RADIUS 70.00' 71.00' 41.00' 198.00' 166.00' 185.00' 185.00' 275.00' 275.00' 710.00' 1164.00' 710.00' 94.00' LENGTH 110.68' 110.80' 43.54' 100.74' 22.26' 21.74' 21.74' 99.37' 102.01' 82.63' 135.47' 187.54' 148.56' CHORD DIRECTION S44° 48' 17"W S45° 11' 43"E N59° 40' 30"E N14° 40' 30"E N3° 56' 28"E S86° 32' 02"E S86° 32' 02"E S10° 48' 07"E S10° 31' 37"E S3° 26' 03"W S3° 26' 03"W S7° 28' 02"E N44° 49' 30"E N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 5 ) S I T E - P D M O D . d w g - S H E E T : 1 0 5 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 MATCH SHEET 106 1 INCH = 60 FEET 60 30 60 SCALE 0 LEGEND PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE PROPOSED HANDICAP RAMP PROPOSED A.C. PAVING EXISTING A.C. PAVING PROPOSED SIDEWALK PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK EXISTING GRAVEL EXISTING WETLAND EXISTING WATERS EXISTING BUFFER IN GOOD CONDITION TO BE RETAINED EXISTING BUFFER IN DEGRADED CONDITION TO BE ENHANCED (INCLUDES TEMP. ENCROACHMENT) PROPOSED BUFFER MITIGATION TRACT TABLE TRACT A OPEN SPACE AND PARK TRACT TRACT B 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2' AERIAL EASEMENT TRACT C OPEN SPACE AND PARK TRACT TRACT D WATER QUALITY AND DETENTION FACILITY TRACT TRACT E NATURAL RESOURCE AND WETLAND TRACT TRACT F WATER QUALITY AND DETENTION FACILITY TRACT TRACT G NATURAL RESOURCE AND WETLAND TRACT TRACT H OPEN SPACE TRACT FOR PARK PURPOSES TRACT I RECREATION AND PARK TRACT TRACT J OPEN SPACE AND PARK TRACT TRACT K NATURAL RESOURCE AND WETLAND TRACT TRACT L RECREATION AND PARK TRACT TRACT M FUTURE DEVELOPMENT TRACT GENERAL NOTES: 1.BULL MOUNTAIN ROAD SIDEWALKS, STRIPING AND RAMPS TO BE BUILT WITH THIS PROJECT. REFER TO APPROVED BULL MOUNTAIN ROAD CONSTRUCTION PLANS DESIGNED UNDER PFI2016-00103 FOR DESIGN STREET SECTION, STRIPING, DETAILS & CURB RETURNS. SITE PLAN 105 X X X X X X X X X X X X SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW 1 6 5 T H A V E N U E SW DARLING LANE 52 + 0 0 53 + 0 0 54 + 0 0 5 5 + 0 0 5 6 + 0 0 57 + 0 0 58 + 0 0 11+00 12+00 13+00 14+00 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19+00 19+33 17 + 8 5 18 + 0 0 19+00 20+00 SW R I V E R T E R R A C E B O U L E V A R D L1 0 L9 C 9 C 8 L13 L1 4 C13 L15 WETLANDS WETLANDS 900.00' PHASE 1 PROJECT LIMITS TRACT H TRACT M TRACT K DETENTION FACILITY TRACT D 100108109 TRACT L 101102104 971059810699107103 TRACT E TRACT G TRACT F LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 LENGTH 414.14' 395.03' 783.35' 86.51' 436.41' 63.68' 1056.03' 107.00' 187.77' 69.59' 383.54' 45.23' 471.03' 784.74' 152.85' BEARING N89° 54' 00"W S0° 29' 25"E S89° 54' 00"E N29° 15' 00"E N0° 06' 00"E N7° 46' 56"E S89° 54' 00"E S89° 54' 00"E S0° 06' 00"W S0° 06' 00"W S0° 06' 00"W S15° 02' 03"E N89° 33' 01"E N0° 26' 59"W S89° 54' 00"E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 RADIUS 70.00' 71.00' 41.00' 198.00' 166.00' 185.00' 185.00' 275.00' 275.00' 710.00' 1164.00' 710.00' 94.00' LENGTH 110.68' 110.80' 43.54' 100.74' 22.26' 21.74' 21.74' 99.37' 102.01' 82.63' 135.47' 187.54' 148.56' CHORD DIRECTION S44° 48' 17"W S45° 11' 43"E N59° 40' 30"E N14° 40' 30"E N3° 56' 28"E S86° 32' 02"E S86° 32' 02"E S10° 48' 07"E S10° 31' 37"E S3° 26' 03"W S3° 26' 03"W S7° 28' 02"E N44° 49' 30"E N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 5 ) S I T E - P D M O D . d w g - S H E E T : 1 0 6 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCH SHEET 105 TRACT TABLE TRACT A OPEN SPACE AND PARK TRACT TRACT B 10' TRACT ALONG ROY ROGERS CONTAINING 8' PUE AND 2' AERIAL EASEMENT TRACT C OPEN SPACE AND PARK TRACT TRACT D WATER QUALITY AND DETENTION FACILITY TRACT TRACT E NATURAL RESOURCE AND WETLAND TRACT TRACT F WATER QUALITY AND DETENTION FACILITY TRACT TRACT G NATURAL RESOURCE AND WETLAND TRACT TRACT H OPEN SPACE TRACT FOR PARK PURPOSES TRACT I RECREATION AND PARK TRACT TRACT J OPEN SPACE AND PARK TRACT TRACT K NATURAL RESOURCE AND WETLAND TRACT TRACT L RECREATION AND PARK TRACT TRACT M FUTURE DEVELOPMENT TRACT LEGEND PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED CURB AND GUTTER EXISTING CURB AND GUTTER PROPOSED CENTERLINE EXISTING CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE PROPOSED HANDICAP RAMP PROPOSED A.C. PAVING EXISTING A.C. PAVING PROPOSED SIDEWALK PROPOSED SIDEWALK BY OTHERS EXISTING SIDEWALK EXISTING GRAVEL EXISTING WETLAND EXISTING WATERS EXISTING BUFFER IN GOOD CONDITION TO BE RETAINED EXISTING BUFFER IN DEGRADED CONDITION TO BE ENHANCED (INCLUDES TEMP. ENCROACHMENT) PROPOSED BUFFER MITIGATION SITE PLAN 106 X X X X X X X X XXXXXXXXXX 26 0 260 270 28 0 2 8 0 2 5 4 254 2 5 6 256 258 25 8 26 2 262 264 266 268 272 274 276 278 230230 240 2 4 0 250 2 5 0 260 260 270 270 280 28 0 28 0 280 290 2 9 0 29 0 290 300 300 310 310310 310 320 232 232 234 234 236 236 238 238 242 2 4 2 244 2 4 4 246 2 4 6 248 2 4 8 252 2 5 2 254 2 5 4 256 2 5 6 258 25 8 262 262 264 264 266 266 268 268 272 272 274 274 276 2 7 6 276 276 278 278 278278 282 282 28 4 284 28 6 286 28 8 288 2 9 2 292 2 9 4 294 2 9 6 296 298 298 302 302 304 3 0 4 304 304 306 306 308 308 312 312 314 3 1 4 316 3 1 6 31 8 3 1 8 3 1 8 3 1 8 322 32 4 32 6 2 9 0 3 0 0 3 1 0 32 0 3 3 0 2 8 2 2 8 4 2 8 6 2 8 8 2 9 2 2 9 4 2 9 6 2 9 8 3 0 2 3 0 4 3 0 6 3 0 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 32 2 3 2 2 32 4 3 2 6 3 2 8 3 3 2 3 3 4 3 3 6 3 3 8 3 3 0 3 2 6 3 2 8 3 3 2 28 0 290 300 310 320 27 8 28 2 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 270 2 8 0 290 300 310 320 330 262 264 266 268 272 2 7 4 2 7 6 2 7 8 2 8 2 2 8 4 28 6 288 292 294 296 298 30 2 30 4 306 308 312 314 316 318 322 324 326 328 332334336 338 27 0 270 280 280 2 8 0 280 290 2 9 0 3 0 0 300 3 1 0 31 0 320 330 2 6 4 264 26 6 266 26 8 268 27 2 272 274 27 4 276 27 6 278 27 8 282 282 284 2 8 4 286 2 8 6 288 2 8 8 292 2 9 2 294 2 9 4 296 29 6 2 9 8 29 8 3 0 2 302 3 0 4 304 3 0 6 306 3 0 8 308 3 1 2 312 3 1 4 314 316 318 322 324 326 328 332 334 336 3 3 8 280 280 290 290 300 310 272 2 7 2 274 274 276 276 278 278 282 282 284 284 286 286 288 288 292 292 294 294 296 296 298 298 302 304 306 308 312 314 316 318 30 0 29 2 29 4 29 6 29 8 30 2 30 4 250252252 252254 256258 260 260 252 254 254 256 256 258 258 26 0 26 0 2 6 0 2 7 0 25 2 25 4 25 6 25 8 2 6 2 26 2 2 6 2 2 6 4 2 6 6 2 6 8 2 9 0 2 8 6 2 8 8 2 9 2 2 9 4 2 9 6 3 0 0 2 9 8 3 0 2 3 0 4 3 3 0 3 2 2 3 2 4 3 2 6 3 2 8 290 29 0 300 310 292 29 2 29 4 294 296 298 302 304 306 308 SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE SW DARLING LANE SW KESSLER LANE AA B B C C D D E E F F Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 100.00% Area 867531.17 95921.73 86881.80 Color 50.0.% 1 INCH = 80 FEET 80 40 80 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 7 ) G R A D O V E R A L L - P D M O D . d w g - S H E E T : 1 0 7 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 324 320 324 320 OVERALL GRADING PLAN 107 EX 2-FT CONTOUR EX 10-FT CONTOUR PROPOSED RETAINING WALL LEGEND FG 2-FT CONTOUR FG 10-FT CONTOUR CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE DECEMBER 5, 2014 GEOTECHNICAL REPORT AND APRIL 4, 2018 GEOTECHNICAL REPORT UPDATE FOR THE SITE. CAST-IN-PLACED RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE (4/10/2019) RETAINING WALL DESIGN MEMO AND LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE (7/26/2019) RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC PROPOSED CIP RETAINING WALL SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE 58 51 56 5752535455 90 91 92 93 94 95 85 837781 84 78 82798042434445404139 96 TRACT J 65 64 63 62 61 60 59 31 18 30 TRACT A 29 25 28 12 TRACT D 3332 38 22 21 19 20 23 24 27 26 TRACT C 9 8 7 12 11 13 34610 15 17 14 16 5 66 TRACT I76746773727170697568TRACT N 89 50 474948 46 34373536 868788 260 270 2 8 0 254 256 258 262 264 266 268 272 274 276 278 260 270 280 28 0 28 0 290 2 9 0 29 0 300 310310 310 25 8 262 264 266 268 272 274 2 7 6 276 276 278 278278 282 28 4 28 6 28 8 2 9 2 2 9 4 2 9 6 298 302 304 3 0 4 304 306 308 312 3 1 4 3 1 6 3 1 8 3 1 8 3 1 8 2 9 0 3 0 0 3 1 0 32 0 3 3 0 2 8 2 2 8 4 2 8 6 2 8 8 2 9 2 2 9 4 2 9 6 2 9 8 3 0 2 3 0 4 3 0 6 3 0 8 3 1 2 3 1 4 3 1 6 3 1 8 3 2 2 32 2 3 2 2 32 4 3 2 6 3 2 8 3 3 2 3 3 4 3 3 6 3 3 8 270 28 0 290 300 310 320 330 262 264 266 268 272 2 7 4 2 7 6 2 7 8 2 8 2 2 8 4 2 8 6 288 292 294 296 298 30 2 30 4 306 308 312 314 316 318 322 324 326 328 332 334 336 338 27 0 270 280 280 2 8 0 280 290 2 9 0 3 0 0 300 3 1 0 310 320 330 2 6 4 264 26 6 266 26 8 268 27 2 272 274 27 4 276 27 6 278 27 8 282 282 284 2 8 4 286 2 8 6 288 2 8 8 292 2 9 2 294 2 9 4 296 29 6 2 9 8 29 8 3 0 2 302 3 0 4 304 3 0 6 306 3 0 8 308 3 1 2 312 3 1 4 314 316 318 322 324 326 328 332 334 336 3 3 8 280 290 300 310 272 274 276 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 260 258 260 26 0 2 6 0 27 0 2 7 0 2 6 2 26 2 2 6 2 2 6 4 2 6 6 2 6 8 2 9 0 2 8 6 2 8 8 2 9 2 2 9 4 2 9 6 3 0 0 2 9 8 3 0 2 3 0 4 25 0 2 6 0 25 2 25 4 25 6 2 5 8 2 9 0 29 0 300 310 320 32 0 320 330 286 286 288 28 8 29 2 2 9 4 2 9 6 298 3 0 2 30 2 302 304 304 3 0 4 306 308 312 314 316 3 1 8 31 8 318 322324 326 328 332 3 3 4 336 338 338338338338 338 270 280 290 262 264 266 268 272 274 276 278 282 284 286 288 2 9 2 294 29 0 30 0 3 1 0 28 4 28 6 28 8 29 2 29 4 29 6 29 8 3 0 2 3 0 4 3 0 6 3 0 8 3 1 2 3 1 4 3 1 6 3 1 8 252 254 256 26 0 25 2 25 4 25 6 25 8 3 0 0 2 9 4 2 9 6 2 9 8 3 0 2 3 0 4 30 4 TW FG '294.5 294.8 0.3 TW FG '293.9 295.8 1.9 TW FG '280.0 281.0 1.0 TW FG'0.3 270.9 271.2 TW FG'0.5 270.0 270.5 TW FG'0.5 281.0 281.5 TW FG'5.0 288.9 293.9 TW FG'1.0 282.0 283.0 TW FG '296.9 303.6 6.7 TW FG '297.3 297.8 0.5 TW FG'6.9 295.1 302.0 TW FG'7.6 294.6 302.2 TW FG'9.1 292.1 301.2 TW FG'1.0 283.5 284.5 TW FG'2.1 280.8 282.0 TW FG'4.8 268.6 273.4 TW FG'5.0 268.0 273.0 TW FG'6.5 266.0 272.5 TW FG '267.7 273.0 5.3 TW FG '267.0 273.0 6.0 TW FG '266.0 272.0 6.0 TW FG'1.0 295.5 296.5 TW FG'0.4 288.8 289.2 TW FG'5.1 281.8 286.9 TW FG '314.2 315.0 0.8 TW FG '312.0 315.2 3.2 TW FG '298.5 299.5 1.0 TW FG '297.0 300.3 3.3 TW256.5 TW FG'4.0 255.0 259.0 TW FG'3.0 257.0 260.0 TW FG'2.0 258.0 260.0 TW FG'1.5 258.5 260.0 TW FG'4.0 260.0 264.0 TW FG'5.0 260.0 265.0 TW FG'0.2 263.8 264.0 TW FG'0.5 264.0 264.5 TW FG'0.5 260.0 260.5 TW FG'8.6 284.0 292.6 TW FG'0.3 294.6 294.9 TW FG'0.3 291.8 292.1 TW FG'3.7 292.9 296.6 TW FG'0.3 278.8 279.1 TW FG'5.2 279.5 284.7 TW FG'0.5 282.8 283.3 TW FG'3.8 280.7 284.5 TW FG'4.2 271.0 275.2 TW FG'1.0 278.2 279.2 TW FG'1.5 251.5 253.0 TW FG'4.0 250.0 254.0 TW FG'0.0 253.0 253.0 TW FG'0.1 260.0 260.1 TW FG'3.5 260.0 263.5 TW FG'4.0 256.0 260.0 TW FG'4.0 254.0 258.0 TW FG '268.0 272.4 4.4 TW FG '270.1 274.9 4.8 TW FG '275.7 276.0 0.3 TW FG'2.2 268.5 270.7 TW FG '281.5 287.6 6.1 TW FG '290.9 292.7 1.8 TW FG '290.0 289.2 0.8 TW FG '298.9 305.7 6.8 TW FG '306.7 307.0 0.3 TW FG '309.3 310.6 1.3 CAST-IN-PLACE WALL CAST-IN-PLACE WALL. SEE SHEET 308 WATER QUALITY SWALE OUTFALL DETAIL FOR CUT OUT LOCATION CAST-IN-PLACE WALL TW FG'6.6 288.1 294.7 TW FG'0.3 280.7 281.0 TW FG'2.0 251.0 253.0 TW FG'4.0 249.0 253.0 TW FG'1.0 252.0 253.0 TW FG'4.0 260.0 264.0 1 INCH = 50 FEET 50 25 50 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 8 ) G R A D - P D M o d . d w g - S H E E T : 1 0 8 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 MATCH SHEET 109 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 EX WETLANDS BUFFER EX STREAM EX WETLANDS PROPOSED WETLANDS BUFFER 324 320 FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW HCUT/FILL SLOPE DETAIL CUT OR FILL SLOPE TOP OF SLOPE TOE OF SLOPE PA* H/2; 2' MIN. & 20' MAX. PA* * PERMIT AREA BOUNDARY NATURAL OR FINISH GRADE OVERLAND FLOW LOCK+LOAD WALL CAST-IN-PLACE WALL GRADING PLAN 108 X X X X X X X X X X X X X X X SW KESSLER LANE SW DARLING LANE SW 1 6 5 T H A V E N U E TRACT E TRACT G TRACT F TRACT M TRACT K TRACT H 101102 104 97105 98 106 99107100108 109 103 TRACT L 26 0 2 5 4 2 5 6 25 8 26 2 26 4 2 6 6 230 230 240 2 4 0 250 2 5 0 260 270 280 290 300 310 320 33 0 330 232 232 234 234 236 236 238 238 242 2 4 2 244 2 4 4 246 2 4 6 248 2 4 8 25 2 2 5 2 254 2 5 4 256 2 5 6 258 25 8 262 264 266 268 272 274 276 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 32 4 32 6 3 2 8 33 2 332 33 4 334 336336 3 3 6 3 3 6 33 6 336 33 8 338 338 338 31 0 3 1 0 32 0 32 0 3 3 0 306 3 0 6 308 3 0 8 31 2 3 1 2 31 4 3 1 4 31 6 3 1 6 31 8 3 1 8 3 2 2 3 2 2 3 2 4 3 2 4 32 6 3 2 8 3 3 2 33 4 3 3 6 280 290 300 310 320 278 282 284 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 280 290 2 7 2 274 276 278 282 284 286 288 292 294 296 298 290 29 0 300 310 292 29 2 29 4 294 296 298 302 304 306 308 30 0 29 2 29 4 29 6 29 8 30 2 30 4 250 252 254 256 258 2 9 0 290 300 310 292 294 296 296 296 298 298 298302 304 306 308 312 314 316 318 31 8318 29 0284 2 8 4 28 6 28 8 29 2 29 4 300 29 2 294 296 298 302 30 4 260 258 290 284 286 288 292 294 TW FG'13.0 270.0 283.0 TW FG'20.0 256.0 276.0 TW FG'30.0 245.0 275.0 TW FG'14.3 259.8 274.1 TW FG'21.2 252.0 273.2 TW FG'9.2 263.0 272.2 TW FG '257.0 273.0 16.0 TW FG '259.8 274.2 14.4 TW FG '254.0 276.0 22.0 TW FG '272.0 284.1 12.1 TW FG '286.0 290.0 4.0 TW FG '290.0 291.0 1.0 TW FG '291.7 292.0 0.3 TW FG'14.1 273.0 287.1 TW FG '292.4 294.2 1.8 TW FG '287.0 288.2 1.2 TW FG '287.6 288.0 0.4 TW FG'0.5 253.7 254.2 TW FG'2.6 253.9 256.5 TW FG'12.2 269.7 281.9 TW FG'12.2 270.3 282.5 TW FG'12.3 270.9 283.2 TW FG'9.3 282.3 291.6 TW FG'6.1 287.7 293.8 TW FG '290.0 291.1 1.1 TW FG '288.4 289.6 1.2 TW FG'13.9 272.0 285.9 TW FG'0.5 296.2 296.7 TW FG'3.5 296.1 299.6 TW FG'0.5 301.0 301.5 1 INCH = 50 FEET 50 25 50 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 0 8 ) G R A D - P D M o d . d w g - S H E E T : 1 0 9 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 MATCH SHEET 108 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 2-FT CONTOUR FG 10-FT CONTOUR LEGEND 324 320 EX WETLANDS BUFFER EX STREAM EX WETLANDS PROPOSED WETLANDS BUFFER 324 320 FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW H CUT/FILL SLOPE DETAIL CUT OR FILL SLOPE TOP OF SLOPE TOE OF SLOPE PA* H/2; 2' MIN. & 20' MAX. PA* * PERMIT AREA BOUNDARY NATURAL OR FINISH GRADE OVERLAND FLOW GRADING PLAN 109 270 280 290 300 310 320 330 270 280 290 300 310 320 330 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+75 SW ROY ROGERS BLVD TR A C T B LOT 16 SW 169TH AVE LOT 51 LOT 52 LOT 53 LOT 54 LOT 55 LOT 56 LOT 57 SW RIVER TERRACE BLVD LOT 58 (SOUTH RIVER TERRACE AREA A CONSTRUCTED UNDER SEPARATE PERMIT) SW 165TH AVE LOT 63 FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPE 240 250 260 270 280 290 240 250 260 270 280 290 0+00 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 ROY ROGERS BLVD TR A C T B TRACT D LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94 LOT 95 LOT 96SW RIVER TERRACE BLVD RETAINING WALL 3:1 MAX SLOPE RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE FINISH GRADE, TYP.EXISTING GRADE, TYP. POND BOTTOM=249.0 FREQUENT FLOOD STORAGE ELEVATION=250.1 25-YR STORM WATER ELEVATION=259.0 1.00' FREE BOARD 3:1 MAX SLOPE POND ACCESS ROAD RETAINING WALL 260 270 280 290 300 310 260 270 280 290 300 310 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SW RIVER TERRACE BLVD LOT 109 SW KESSLER BLVD FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPELOT 108 LOT 107 LOT 106 LOT 105 LOT 104 LOT 103 LOT 102 LOT 101 LOT 100 LOT 99 LOT 98 LOT 97 RETAINING WALL RETAINING WALL N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 0 ) L O T S E C - P D M O D . d w g - S H E E T : 1 1 0 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SECTION AA HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION BB HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION CC HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' LOT SECTIONS 110 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+75 TRACT D LOT 27 TR A C T C LOT 26 LOT 25 LOT 23 LOT 22 LOT 21 LOT 19 LOT 18 LOT 17 LOT 14 LOT 13 LOT 12 SW BULL MOUNTAIN ROAD 3:1 MAX SLOPE RETAINING WALL 3:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. POND BOTTOM=249.0 FREQUENT FLOOD STORAGE ELEVATION=250.1 25-YR STORM WATER ELEVATION=259.0 1.00' FREE BOARD 3:1 MAX SLOPE 2:1 MAX SLOPE LOT 24 LOT 20 LOT 15LOT 16 250 260 270 280 290 300 310 320 250 260 270 280 290 300 310 320 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 TRACT E LOT 32 SW COLORADO LANE LOT 35 LOT 44 SW BEEMER LANE LOT 47 LOT 56 SW LEAF LANE LOT 2 SW BULL MOUNTAIN ROAD 2:1 MAX SLOPE 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 TRACT K LOT 96 SW COLORADO LANE LOT 85 LOT 84 LOT 82 LOT 68 LOT 58 (SOUTH RIVER TERRACE AREA A CONSTRUCTED UNDER SEPARATE PERMIT) SW BEEMER LANE SW BULL MOUNTAIN ROAD FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 0 ) L O T S E C - P D M O D . d w g - S H E E T : 1 1 1 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SECTION DD HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION EE HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' SECTION FF HORIZONTAL SCALE: 1" = 80' VERTICAL SCALE: 1" = 10' LOT SECTIONS 111 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 2 ) W A L L D E T A I L S - P D M O D . d w g - S H E E T : 1 1 2 . 1 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 TYPE A RETAINING WALLS - LOCK AND LOAD WALL DETAILS 112.1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 2 ) W A L L D E T A I L S - P D M O D . d w g - S H E E T : 1 1 2 . 2 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 TYPE A RETAINING WALLS - LOCK AND LOAD TYPE B RETAINING WALLS - SCHEDULE TYPE B RETAINING WALLS - CONCRETE CAST IN PLACE (WATER QUALITY FACILITY) GEOGRID DESIGN TABLE - LOCK AND LOAD WALL DETAILS 112.2 X X X X X X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W 8.00' PUE, TYP. W W W W W W W W W W W 8.00' PUE, TYP. 27 5 2 7 5 28 0 28 5 2 7 2 272 2 7 3 27 3 27 4 2 7 4 27 6 27 7 27 8 27 9 28 1 28 2 28 3 28 4 28 6 28 7 26 6 2 6 8 2 6 0 2 5 4 2 5 6 2 5 8 2 6 2 2 6 4 266 260 25 8 26 2 2 6 4 27 0 2 6 6 26 8 2 7 2 27 4 27 6 2 4 8 2 5 0 248 2 4 2 25 0 26 0 2 4 6 24 8 25 2 25 4 25 6 25 8 26 2 26 4 2 6 6 26 8 2 5 0 2 6 0 27 0 2 4 8 2 5 2 2 5 4 2 5 6 2 5 8 2 6 2 2 6 4 26 6 26 8 27 2 27 4 27 6 27 8 2 4 0 2 4 2 SW RIVER TERRACE BOULEVARD 2 5 0 2 6 0 2 5 2 2 5 4 2 5 6 2 5 8 2 6 2 26 4 246 248 24 2 TW FG'4.8 268.6 273.4 TW FG'5.0 268.0 273.0 TW FG'6.5 266.0 272.5 TW FG'13.0 270.0 283.0TW FG'33.0 242.8 275.8TW FG'30.5 242.8 273.3TW FG'9.2 263.0 272.2 TW FG '267.7 273.0 5.3 TW FG '267.0 273.0 6.0 TW FG '266.0 272.0 6.0 TW FG '242.8 273.4 30.6 TW FG '242.8 275.9 33.1 TW FG '272.0 284.1 12.1 55016" 41018" A B D E WETLAND RIP RAP AT CULVERT FOOTING, CLASS 50, 5' WIDE BUT NOT WITHIN WETLAND BUFFER, RUNNING ALONG FOOTING AND EXTENDING 5' PAST AT BOTH ENDS, 2' THICK GEOGRID 3XT GEOGRID 8XT GEOGRID 3XT GEOGRID 8XT GEOGRID 3XT GEOGRID 3XT GEOGRID 3XT SD S D SD SD 220 230 240 250 260 270 280 290 300 220 230 240 250 260 270 280 290 300 52+50 53+00 54+00 54+75 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 15.67'15.67' 2.00' 5.00' 42'-7" SPAN 15'-6" RISE BOTTOM OF FOOTING: 240.81' TOP OF FOOTING: 242.81' CROWN OF ARCH: 259.81'WETLAND FOOTING EXCAVATION AREA BRIDGECOR ARCH STRUCTURE PROPOSED 18" (PVC ASTM F679) STORM LINE 16" D.I. WATER 18" D.I. WATER RIP RAP AT CULVERT FOOTING, CLASS 50, 5' WIDE BUT NOT WITHIN WETLAND BUFFER, RUNNING ALONG FOOTING AND EXTENDING 5' PAST AT BOTH ENDS, 2' THICK 1:1 SLOPE SEE GENERAL NOTES FOR CULVERT BACKFILL SPECIFICATIONS GEOGRID 3XT AND 8XT PROPOSED 8" (PVC ASTM D3034) SANITARY SEWER LINE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 3 A p r 0 8 , 2 0 2 2 - 4 : 4 9 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET 112.1 AND 112.2. 2.PER GEOTECHNICAL CULVERT CROSSING DESIGN MEMORANDUM DATED SEPTEMBER 20, 2018: THE TOP AND SIDES OF THE CULVERTS SHOULD BE BACKFILLED AND COMPACTED WITH IMPORTED GRANULAR MATERIAL CONSISTING OF PIT- OR QUARRY-RUN ROCK, CRUSHED ROCK, OR CRUSHED GRAVEL AND SAND. IMPORTED GRANULAR MATERIAL SHOULD BE FAIRLY WELL GRADED BETWEEN COARSE AND FINE MATERIAL, HAVE LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE, AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE MATERIAL SHOULD BE PLACED IN LIFTS WITH A MAXIMUM UNCOMPACTED THICKNESS OF 12 INCHES AND COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D1557. TYPICALLY, GRANULAR BACKFILL SHOULD EXTEND AT LEAST A HORIZONTAL DISTANCE OF 5 TO 6 FEET ON EITHER SIDE OF THE CULVERT AND SHOULD BE AT LEAST 2 TO 3 FEET THICK AT THE CROWN OF THE CULVERT. THE ACTUAL EXTENT OF THE GRANULAR BACKFILL SHOULD BE INSTALLED AS RECOMMENDED BY THE CULVERT MANUFACTURER, CONTECH ENGINEERED SOLUTIONS. BACKFILL SHOULD BE KEYED INTO THE ADJACENT ROAD EMBANKMENT BACKFILL. CONTECH ENGINEERED SOLUTIONS TYPICALLY RECOMMENDS INSTALLING A GEOTEXTILE FABRIC LAYER TO PROVIDE SEPARATION OF THE GRANULAR BACKFILL AND THE ADJACENT ROAD EMBANKMENT BACKFILL. IF USED, THE GEOTEXTILE FABRIC SHOULD MEET THE REQUIREMENTS FOR SUBGRADE GEOTEXTILE IN OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION – 2018 (OSSC) 02320(GEOSYNTHETICS) FOR SUBGRADE GEOTEXTILES AND BE INSTALLED IN CONFORMANCE WITH OSSC 00350 (GEOSYNTHETIC INSTALLATION). GENERAL NOTES FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION 30" 55" 4" 84" 24" 2" 6" STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET CONCRETE BLOCK COLUMN WITH STONE VENEER AND PRECAST CONCRETE CAP STEEL PICKETS STEEL RAILS STEEL FENCING WITH CONCRETE COLUMNS NOT TO SCALE SW RIVER TERRACE BLVD CULVERT CROSSING PLAN & PROFILE 113 220 230 240 250 260 270 280 290 300 220 230 240 250 260 270 280 290 300 0+00 1+00 2+00 2+45 TOP OF WALL EXISTING GROUND @ SEC A-A 15.67'15.67' 2.00' 5.00' 42'-7" SPAN 15'-6" RISE BOTTOM OF FOOTING: 240.81' TOP OF FOOTING: 242.81' CROWN OF ARCH: 259.81' RETAINING WALL PROPOSED 8" (PVC ASTM D3034) SANITARY SEWER LINE BRIDGECOR ARCH STRUCTURE PROPOSED 18" (PVC ASTM F679) STORM LINE 16" D.I. WATER 18" D.I. WATER RIP RAP AT CULVERT FOOTING, TYP.EXCAVATION AREA 1:1 SLOPE FOOTING WETLAND RIP RAP AT CULVERT FOOTING, CLASS 50, 5' WIDE BUT NOT WITHIN WETLAND BUFFER, RUNNING ALONG FOOTING AND EXTENDING 5' PAST AT BOTH ENDS, 2' THICK 220 230 240 250 260 270 280 290 300 220 230 240 250 260 270 280 290 300 0+001+002+002+45 TOP OF WALL EXISTING GROUND @ SEC A-A 15.67'15.67' 2.00' 5.00' 42'-7" SPAN 15'-6" RISE BOTTOM OF FOOTING: 240.81' TOP OF FOOTING: 242.81' CROWN OF ARCH: 259.81' FOOTING RETAINING WALLPROPOSED 8" (C900) SANITARY SEWER LINE BRIDGECOR ARCH STRUCTURE PROPOSED 18" (PVC ASTM F679) STORM LINE 16" D.I. WATER 18" D.I. WATER 12" STORM 8" SANITARY RIP RAP AT CULVERT FOOTING, TYP. EXCAVATION AREA 1:1 SLOPE WETLAND RIP RAP AT CULVERT FOOTING, CLASS 50, 5' WIDE BUT NOT WITHIN WETLAND BUFFER, RUNNING ALONG FOOTING AND EXTENDING 5' PAST AT BOTH ENDS, 2' THICK N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 4 A p r 0 8 , 2 0 2 2 - 4 : 4 9 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD CROSSING SECTION BB PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BOULEVARD CROSSING SECTION AA PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET 112.1 AND 112.2. GENERAL NOTES FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION 30" 55" 4" 84" 24" 2" 6" STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET CONCRETE BLOCK COLUMN WITH STONE VENEER AND PRECAST CONCRETE CAP STEEL PICKETS STEEL RAILS STEEL FENCING WITH CONCRETE COLUMNS NOT TO SCALE SW RIVER TERRACE BLVD CULVERT CROSSING PLAN & PROFILE 114 X X X X X X SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W 8.00' PUE, TYP. W W W W W W W W W W W W W W W W 8.00' PUE, TYP. 27 5 2 7 5 28 0 28 5 2 7 2 272 2 7 3 27 3 27 4 2 7 4 27 6 27 7 27 8 27 9 28 1 28 2 28 3 28 4 28 6 28 7 26 6 2 6 8 2 6 0 2 5 4 2 5 6 2 5 8 2 6 2 2 6 4 266 260 25 8 26 2 2 6 4 27 0 2 6 6 26 8 2 7 2 27 4 27 6 2 4 8 2 5 0 248 2 4 2 25 0 26 0 2 4 6 24 8 25 2 25 4 2 5 6 25 8 26 2 26 4 2 6 6 26 8 2 5 0 2 6 0 27 0 2 4 8 2 5 2 2 5 4 2 5 6 2 5 8 2 6 2 2 6 4 26 6 26 8 27 2 27 4 27 6 27 8 2 4 0 2 4 2 SW RIVER TERRACE BOULEVARD 2 5 0 2 6 0 2 5 2 2 5 4 2 5 6 2 5 8 2 6 2 26 4 246 248 24 2 TW FG'4.8 268.6 273.4 TW FG'5.0 268.0 273.0 TW FG'6.5 266.0 272.5 TW FG'13.0 270.0 283.0TW FG'33.0 242.8 275.8TW FG'30.5 242.8 273.3TW FG'9.2 263.0 272.2 TW FG '267.7 273.0 5.3 TW FG '267.0 273.0 6.0 TW FG '266.0 272.0 6.0 TW FG '242.8 273.4 30.6 TW FG '242.8 275.9 33.1 TW FG '272.0 284.1 12.1 T PGE PGE 644 55016" 41018" A B D E WETLAND RIP RAP AT CULVERT FOOTING, CLASS 50, 5' WIDE BUT NOT WITHIN WETLAND BUFFER, RUNNING ALONG FOOTING AND EXTENDING 5' PAST AT BOTH ENDS, 2' THICK GEOGRID 3XT GEOGRID 8XT GEOGRID 3XT GEOGRID 8XT GEOGRID 3XT GEOGRID 3XT GEOGRID 3XT SD S D SD SD 220 230 240 250 260 270 280 290 220 230 240 250 260 270 280 290 -0+25 0+00 1+00 CL R/WR/W 8.00' WETLAND BUFFER 8.00' WETLAND BUFFER FINISH GRADE @ SEC D-D BOTTOM OF FOOTING: 240.81' TOP OF FOOTING: 242.81' EXISTING GROUND @ SEC D-D1.5' WALL STEM 2.00' 5.00' BRIDGECOR ARCH STRUCTURE RETAINING WALL RETAINING WALL SANITARY STORM 18" WATER 16" WATER EXCAVATION AREA 1:1 SLOPE GEOGRID 3XT GEOGRID 3XT 220 230 240 250 260 270 280 290 220 230 240 250 260 270 280 290 -0+25 0+00 1+00 CLR/W R/W 8.00' WETLAND BUFFER 8.00' WETLAND BUFFER FINISH GRADE @ SEC D-D BOTTOM OF FOOTING: 240.81' TOP OF FOOTING: 242.81' EXISTING GROUND @ SEC D-D 1.5' WALL STEM 2.00' 5.00' BRIDGECOR ARCH STRUCTURE RETAINING WALL RETAINING WALL SANITARY STORM 18" WATER 16" WATER EXCAVATION AREA 1:1 SLOPE GEOGRID 3XT GEOGRID 3XT N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 5 A p r 0 8 , 2 0 2 2 - 4 : 4 9 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD CROSSING PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD CROSSING SECTION DD PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1.FOR SITE WALLS REFER TO DETAILS PER SHEET 112.1 AND 112.2. GENERAL NOTES FG = FINISH GRADE SURFACE TW = TOP OF WALL SW = SIDEWALK ABBREVIATION LEGEND: FG BOTTOM OF WALL, CAP STONE, BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE PLANS. REFER TO WALL DETAILS AND SPECIFICATIONS. SW TW REFER TO GEOTECHNICAL REPORT FOR APPROX. DEPTH OF OVER-EXCAVATION 30" 55" 4" 84" 24" 2" 6" STEEL FENCING WITH CONCRETE COLUMNS, SEE DETAIL, THIS SHEET CONCRETE BLOCK COLUMN WITH STONE VENEER AND PRECAST CONCRETE CAP STEEL PICKETS STEEL RAILS STEEL FENCING WITH CONCRETE COLUMNS NOT TO SCALE SW RIVER TERRACE BOULEVARD CROSSING SECTION EE PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BLVD CULVER CROSSING PLAN & PROFILE 115 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 6 A p r 0 8 , 2 0 2 2 - 4 : 4 9 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SW RIVER TERRACE BLVD CULVER CROSSING DETAILS 116 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 7 A p r 0 8 , 2 0 2 2 - 4 : 5 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SW RIVER TERRACE BLVD CULVER CROSSING DETAILS 117 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 3 ) R I V E R T E R R A C E C U L V E R T - P D M O D . d w g - S H E E T : 1 1 8 A p r 0 8 , 2 0 2 2 - 4 : 5 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 15'-6" SW RIVER TERRACE BLVD CULVER CROSSING DETAILS 118 X X X X X X X X XXXXXXXXXX S C SD SD SD SD SD SD S D S D S D SD SD S D S C SS S S SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S G G G G G G G G G G G G G G G PG E 577 P G E 5 7 7 P G E 6 4 4 PGE 644 P G E 6 4 4 P G E 5 0 4 PGE 644 P G E 6 4 4 PGE 644 P G E 6 4 4 P G E 6 4 4 PGE 644 PGE 577 PGE1730PGE1730PGE1730 PGE 1730 PG E 1730 PG E 1730 PGE1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE1730 PGE1730 PGE 1730 P G E 173 0 P G E 173 0 P G E 173 0 P G E 173 0 P G E 1 7 3 0 T T T T T T T T T T T T T T TTT T T T T T T T T T T T T T T T T T TTTT T T TTTT T T T T T SC PGE 1730 T PGE1730 T PG E 1730T PG E 1730T P G E 6 4 4 PG E 1730T PG E 1730T PG E 1730T P G E 173 0T P G E 6 4 4 PGE 233 T PGE 233 TPGE 233 T PGE 233 P G E 6 4 4 P G E 5 1 0 6 TPGE 233 PG E 644 P G E 6 4 4 PGE1730 T PGE1730T PGE1730 T PGE1730T PGE1730T P G E 6 4 4 P G E 6 4 4 P G E 5 7 7 P G E 6 4 4 PGE1730 T PG E 644 PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T SS SS SS SD SD SDSS 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 W W W W W W W W W W W W W CONNECT TO EXISTING 16" WATER LINE CONNECT TO EXISTING 18" WATER LINE 550 PRESSURE ZONE 550 PRESSURE ZONE 550 PRESSURE ZONE 550 PRESSURE ZONE410 PRESSURE ZONE 550 PRESSURE ZONE S C ROY ROGERS STORM WATER FACILITY SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CONNECT TO EXISTING PIPE PROVIDED BY ROY ROGERS STORM WATER FACILITY CONSTRUCTION PROPOSED STORMWATER FACILITY 550 PRESSURE ZONE 550 PRESSURE ZONE 550 PRESSURE ZONE W W W W SC SC SC W W D D D D X S D X S D X S D X S D X S D X S D X S D X S D XSD S SS S SC S X S S X S S X S S X S S X S S X S S XS S XS S X S S X S S X S S X S S X S S X S S 55 0 16 " 41 0 18 " 55 0 16 " 41 0 18 " 55 0 16 " 41 0 18 " 55 0 16 " 41 0 18 " SD SD SD SD SD W W SS SS SS SD SC SS SS SC 66 TRACT J 65 64 63 62 61 60 59 TRACT H 31302928 3332 90 91 92 93 94 95 85 837781 84 78 827980 42 43 44 45 40 41 39 96 51 56 5752535455 TRACT K 58 13 22 21 19 20 17 14 16 23 24 27 26 TRACT C 18 25 12 38 74 71 70 6975 68 50 5 9 8 7 1 21134610 TRACT D 101102104 97105106 107 100108103 TRACT M 48 47 4649 36 343735 SDMH 2L SDMH 7FSDMH 7E SDCO 5A.1 SDMH 2I SDMH 5A SDMH 10A SDMH 3I SDMH 1- SDMH 7C SDMH 2F SDMH 4B SDMH 7B SDMH 4C SDMH 2D SDMH 2C SDMH 3E SDMH 1G SDMH 6A SDMH 1E ID 60 SDMH 3C ID SDMH 3A SDMH 2B SDMH 3B SDMH 2A SDMH 1B SDMH 4A SDMH 3D SDMH 1I SDMH 1H SDCO 8A SDMH 2K SDMH 2- SDMH 7D SDMH 3F SDMH 7A SDMH 1F SDMH 1D SDMH 1C SDMH 11D FC SDMH 11C SDMH 11D.1 SDMH 11B SDMH 11A SDMH 12A WQ SDMH 1A FS SDCO 7F.1 SSMH B4 SSMH F4 SSMH F3 SSCO E1 SSMH D4 SSMH C4 SSMH F2 SSMH B2 SSMH F1 SSMH A11 SSMH A9 ID SSMH A10 SSMH B1 SSMH D2 SSMH C1 SSMH A5 ID SSMH A1 ID SSMH A6 SSMH A7 ID SSMH A2 SSMH A3 SSMH A4 SSMH A8 SSMH D1 SSMH C3 SSMH C2 SSCO F4.1 SSCO A11.1 SDMH 9A SDMH 2G SDLN SEE SHEET PUBLIC 1 301 SDLN SEE SHEET PUBLIC 1 301 SDLN SEE SHEET PUBLIC 2 302 SDLN SEE SHEET PUBLIC 2 302 SDLN SEE SHEET PUBLIC 2 303 SDLN SEE SHEET PUBLIC 2 303 SDLN SEE SHEET PUBLIC 3 304 SDLN SEE SHEET PUBLIC 3 304 SDLN SEE SHEET PUBLIC 4 305 SDLN SEE SHEET PUBLIC 4 305 SDLN SEE SHEET PUBLIC 5 305 SDLN SEE SHEET PUBLIC 6 305 SDLN SEE SHEET PUBLIC 7 306 SDLN SEE SHEET PUBLIC 8 307 SDLN SEE SHEET PUBLIC 9 307 SDLN SEE SHEET PUBLIC 10 307 SDLN SEE SHEET PUBLIC 11 308 SDLN SEE SHEET PUBLIC 12 308 SSLN SEE SHEET PUBLIC A 401 SSLN SEE SHEET PUBLIC A 401 SSLN SEE SHEET PUBLIC A 402 SSLN SEE SHEET PUBLIC A 402 SSLN SEE SHEET PUBLIC A 402 SSLN SEE SHEET PUBLIC B 403 SSLN SEE SHEET PUBLIC B 404 SSLN SEE SHEET PUBLIC B 405 SSLN SEE SHEET PUBLIC C 406 SSLN SEE SHEET PUBLIC D 406 SSLN SEE SHEET PUBLIC E 407 SSLN SEE SHEET PUBLIC F 407 SSLN SEE SHEET PUBLIC F 407 SDMH 3G SSMH D3 SDMH 3H SDMH 2E SDMH 9B SSMH B3 SSMH B2.1 SDCO 9C SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW LEAF LANE SW BEEMER LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE SW KESSLER LANE SW 1 6 5 T H A V E N U E SW DARLING LANE SW BEEMER LANE 76 88 86 87 1 INCH = 80 FEET 80 40 80 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 1 9 ) C U P - P D M o d . d w g - S H E E T : 1 1 9 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 NOTES: 1.SANITARY SEWER TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. 2.WATER LINES TO BE 8" IN DIAMETER UNLESS OTHERWISE NOTED. PROPOSED THRUST BLOCK PROPOSED AIR RELEASE VALVE EX AIR RELEASE VALVE PROPOSED BLOW-OFF EX BLOW-OFF PROPOSED WATER VALVE EX WATER VALVE PROPOSED WATER METER EX WATER METER PROPOSED FIRE HYDRANT EX FIRE HYDRANT PROPOSED STORM CLEANOUT EX STORM CLEANOUT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE PROPOSED WATER LINE EX WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE D C D S C XT S XCOM XOH XE XSD XW W XG LEGEND XSS SS SD EXISTING WETLAND EXISTING WATERS EXISTING DEGRADED BUFFER EXISTING GOOD BUFFER PROPOSED BUFFER EXISTING SIGNIFICANT TREE GROVE COMPOSITE UTILITY PLAN 119 X X X X X X X C B A A B B B B B C CC C C C STREAM CENTERLINE EXISTING WETLAND AND BUFFER STAND 1 PROPOSED WETLANDS BUFFER REFER TO ENLARGED PLAN 3 PER SHEET 116 REFER TO ENLARGED PLAN 1 PER SHEET 115 EXISTING WETLANDS BUFFER PROVIDE TREE PROTECTION FENCING PER DETAIL THIS SHEET, TYP. EXISTING SIGNIFICANT TREE GROVE DRIP LINE SW KESSLER LANE SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) 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 HOLEN ISA CERTIFIED ARBORIST PN-6145A DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 2 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEET 108-112 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS 113 FOR THE PRELIMINARY UTILITY PLAN. 6.SEE SHEETS L1.01 -L3.01 FOR LANDSCAPE PLAN. EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY EXISTING WETLANDS BUFFER EXISTING DEGRADED WETLANDS BUFFER TO BE IMPROVED PROPOSED WETLANDS BUFFER PROPOSED SIGNIFICANT TREE GROVE EXISTING SIGNIFICANT TREE GROVE PROPOSED TO REMAIN. NOTE: 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. DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) 1 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' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 0 ) T R E E P R E S E R V A T I O N - P D M O D . d w g - S H E E T : 1 2 0 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 100 FEET 100 50 100 SCALE 0 TREE PRESERVATION AND REMOVAL PLAN 120 X X X X X X X X X X X X X X X S W R I V E R T E R R A C E B L V D PROVIDE TREE PROTECTION FENCING PER DETAIL ON SHEET 114 STAND 1 EXISTING GRAVEL DRIVEWAY PROPOSED WOOD CHIP TRAIL TO BE FIELD LOCATED TO AVOID EX. TREES PROPOSED WOOD CHIP TRAIL TO BE FIELD LOCATED TO AVOID EX. TREES 70111 70112 70113 70114 70115 70116 70117 70118 70119 70120 70121 70122 70123 70124 70125 70126 70127 70128 70129 70130 70131 70132 701337013470135 70136 70137 70138 70139 70140 70141 70142 7029770298 70299 70679 71133 71134 71135 71136 71137 71138 71139 71140 71141 71142 71143 71144 7114571146 71147 7114871149 71151 71152 71153 71154 71155 71156 71157 71158 71159 71160 71161 71162 71163 71164 71167 71168 71169 71170 71171 71172 71173 71175 71176 71177 71178 71179 71180 71181 71182 71183 71184 71185 71186 71187 71188 71189 71190 71191 71192 71193 71194 71197 71198 71199 71200 71201 71202 71203 71204 71205 71206 71207 71208 71209 71210 71211 71212 71213 71214 71215 71216 71217 71218 71219 71220 71221 71222 71231 71232 71233 71234 71235 71236 71237 71238 71239 71195 71196 71240 71241 71242 71243 71244 71246 71247 71248 71249 71250 71251 71252 71253 71254 71255 71256 71257 71258 71259 71260 71261 71262 7126371264 71265 71223 71224 71225 71226 71227 71228 71229 71230 71150 71165 71166 71245 71174 REDUCE HEIGHT OF TREE 71191 TO 10' AND LEAVE AS SNAG FOR WILDLIFE HABITAT. STAND 1 1 ENLARGED TREE PROTECTION PLAN EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, SHEET 114 MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY EXISTING WETLANDS BUFFER EXISTING DEGRADED WETLANDS BUFFER TO BE IMPROVED PROPOSED WETLANDS BUFFER PROPOSED SIGNIFICANT TREE GROVE EXISTING SIGNIFICANT TREE GROVE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 0 ) T R E E P R E S E R V A T I O N - P D M O D . d w g - S H E E T : 1 2 1 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 TREE PRESERVATION AND REMOVAL PLAN 121 70222 70000 70001 70002 70003 70004 70005 70006 70007 70008 70009 70010 70011 70012 70013 70014 70015 70016 70017 70018 70019 70020 70021 70022 70023 70024 70025 70026 70027 70028 70029 70030 70031 70032 70033 70034 70035 70036 70037 70038 70039 70040 70041 70042 70043 70044 70045 70046 70047 70048 70049 70050 70051 70052 7005370054 70055 70056 70057 70058 70059 70060 70061 70062 70063 70064 70065 70066 70067 7006870069 70070 70071 70072 70073 70074 70075 70076 70077 70078 70079 70080 7008170082 70083 70084 70085 7008670087 70088 70089 70090 70091 70092 70093 70094 70095 70096 70097 70098 70099 70100 70101 70102 70103 70104 70105 70106 70107 70108 70109 70110 70129 70143 70144 70145 7014670147 70148 70149 70150 70151 70152 70153 70154 70155 70156 70157 70158 70159 70160 70161 70162 70163 7016470165 70166 70167 70168 70169 70170 70171 70172 70173 70174 70175 70176 70177 70178 70179 70180 70181 70182 70183 70184 70185 70186 70187 70188 70189 70190 70191 70192 70193 70194 70195 70196 70197 70198 70199 70200 70201 7020270203 70204 70205 70206 70207 7020870209 70210 70211 70212 70213 70214 70215 70216 70217 70218 70219 70220 70221 7022370224 7022570226 70227 70228 70229 70230 70231 70232 70233 70234 70235 70236 70237 70238 70239 7024070241 70242 70243 70244 70245 70246 70247 70248 70249 70250 70251 70252 70253 70254 70255 7025670257 70258 70259 70260 70261 70262 70263 70264 7026570266 7026770268 7026970270 7027170272 70273 70274 70275 70276 1 INCH = 60 FEET 60 30 60 SCALE 0 EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, SHEET 114 MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY EXISTING WETLANDS BUFFER EXISTING DEGRADED WETLANDS BUFFER TO BE IMPROVED PROPOSED WETLANDS BUFFER PROPOSED SIGNIFICANT TREE GROVE EXISTING SIGNIFICANT TREE GROVE N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 1 2 0 ) T R E E P R E S E R V A T I O N - P D M O D . d w g - S H E E T : 1 2 2 A p r 0 8 , 2 0 2 2 - 4 : 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 3 ENLARGED TREE PROTECTION PLAN TREE PRESERVATION AND REMOVAL PLAN 122 SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W 1 8.00' PUE, TYP. 8.00' PUE, TYP. 1 21 1 2 1 2 1 1 2 1 2 4 W W W W W W W W W S C S C W W 11+00 13 + 0 0 14+00 15 + 0 0 16 + 0 0 43+45 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 23 + 0 0 24 + 0 0 25 + 0 0 41+00 42+00 43+00 SD SD SD PGE 577 PGE 504 PG E 173 0 PG E 173 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 17 3 0 P G E 17 3 0 PG E 173 0 T T T T T T T T T T T T PG E 233 PGE 5106 33 32 90 77 44 45 56 571 1 2 SD BULL MOUNTAIN ROAD SIDEWALKS, STRIPING AND RAMPS TO BE BUILT WITH THIS PROJECT. REFER TO APPROVED BULL MOUNTAIN ROAD CONSTRUCTION PLANS DESIGNED UNDER PFI2016-00103 FOR DESIGN STREET SECTION, STRIPING, DETAILS & CURB RETURNS. S C SW B U L L M O U N T A I N R D ( C . R . N O . 2 6 2 ) SW L E A F L A N E SW RIVER TERRACE BOULEVARD SW B E E M E R L A N E SW C O L O R A D O L A N E 77 4456 90 TRACT A 32 46 34 76 89 TRACT N 1 2 260 270 280 290 300 310 320 330 340 350 44+7545+00 46+00 47+00 48+00 49+00 50+00 51+00 51+70 -5.00% -8.0 7 % -5.00% -8.4 3 % -5.00% -5.00% PVI STA: 47+53.45 PVI ELEV: 301.48 K: 15.00 LVC: 46.03 BV C S : 4 7 + 3 0 . 4 3 BV C E : 3 0 3 . 3 4 EV C S : 4 7 + 7 6 . 4 6 EV C E : 3 0 0 . 3 3 PVI STA: 50+19.55 PVI ELEV: 283.88 K: 15.00 LVC: 51.43 BV C S : 4 9 + 9 3 . 8 4 BV C E : 2 8 6 . 0 5 EV C S : 5 0 + 4 5 . 2 7 EV C E : 2 8 2 . 6 0 PVI STA: 45+43.48 PVI ELEV: 318.42 K: 20.00 LVC: 141.37 BV C S : 4 4 + 7 2 . 8 0 BV C E : 3 1 9 . 1 3 EV C S : 4 6 + 1 4 . 1 7 EV C E : 3 1 2 . 7 2 PVI STA: 48+94.30 PVI ELEV: 294.44 K: 20.00 LVC: 68.58 BV C S : 4 8 + 6 0 . 0 2 BV C E : 2 9 6 . 1 5 EV C S : 4 9 + 2 8 . 5 9 EV C E : 2 9 1 . 5 5 PVI STA: 51+45.25 PVI ELEV: 277.60 K: 20.00 LVC: 20.00 BVCS: 51+35.25 BVCE: 278.10 EVCS: 51+55.25 EVCE: 277.00 44+00 44+75 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE ST A = 4 4 + 8 4 . 5 1 ( R I V E R T E R R A C E ) EL E V = 3 1 8 . 9 8 BE G I N C O N S T R U C T I O N 260 270 280 290 300 310 320 330 340 350 41+00 42+00 43+00 44+00 -6.00 % -7.0 0 % 1.00%0.08%0.55% PV I S T A = 4 2 + 0 0 . 4 4 EL E V = 3 2 2 . 0 8 PV I S T A = 4 3 + 2 9 . 4 4 EL E V = 3 1 9 . 3 4 PV I S T A = 4 3 + 7 5 . 5 4 EL E V = 3 1 9 . 3 8 PVI STA:39+25.44 PVI ELEV:338.58 K:30.75 LVC:499.99 EV C S : 4 1 + 7 5 . 4 3 EV C E : 3 2 3 . 5 8 PVI STA:42+50.71 PVI ELEV:318.56 K:6.25 LVC:50.00 BV C S : 4 2 + 2 5 . 7 1 BV C E : 3 2 0 . 3 1 EV C S : 4 2 + 7 5 . 7 1 EV C E : 3 1 8 . 8 1 -1.00% PV I S T A = 4 4 + 2 2 . 0 4 EL E V = 3 1 9 . 6 4 ST A = 4 5 + 5 1 . 0 0 ( R I V E R T E R R A C E ) EL E V = 3 1 6 . 8 2 ST A = 1 0 + 0 0 . 0 0 ( L E A F ) IN T E R S E C T I O N PROPOSED 18" WATER PROPOSED 16" WATER ST A = 4 8 + 1 9 . 0 6 ( R I V E R T E R R A C E ) EL E V = 2 9 8 . 2 0 ST A = 1 4 + 8 4 . 4 1 ( B E E M E R ) IN T E R S E C T I O N ST A = 5 0 + 8 7 . 1 7 ( R I V E R T E R R A C E ) EL E V = 2 8 0 . 5 0 ST A = 2 4 + 3 8 . 1 0 ( C O L O R A D O ) IN T E R S E C T I O N 2.50% TRAVEL 13' SW 6' 52' PAVEMENT LC R/W PUE 8' PLANT. 7' 2.50% SW 5' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. 5:1 MA X . TC = CL - 0.23'TC = CL - 0.23' MEDIAN 9' TRAVEL 13' PARKING 8' PARKING 8' CONCRETE STANDARD CURB PER DETAIL 125, SHEET D2.01. TMC = CL + 0.38'TMC = CL + 0.38' STREET L 110' ROW CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. CORRIDOR 38' TRAIL TRAIL 12' MEANDERING 72' STREET CORRIDOR 0.5' 0.5' PUE 8' 5:1 MAX. N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD (STANDARD SECTION)F1 C 0.5'0.5' 0.5'0.5' 4.5'4.5' 15.0' CENTERLINE OFFSET R/W N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 1 - 2 0 2 ) S T - R I V E R T E R R A C E - P D M o d . d w g - S H E E T : 2 0 1 A p r 0 8 , 2 0 2 2 - 4 : 5 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 R I V E R T E R R A C E B L V D S E E S H E E T 2 0 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTION F1, THIS SHEET. 2.REFER TO CR3, CR4, AND CR6 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 CARRIES. CONTRACTOR SHALL COORDINATESW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.01. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET D2.02. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. 1 2 COLORADO LANE SEE SHEET 204 COLORADO LANE SEE SHEET 204 BEEMER AVENUE SEE SHEET 206 BEEMER AVENUE SEE SHEET 206 LEAF LANE SEE SHEET 203 4 PD MOD DRIVEWAY STATIONS PD LOT#STREET STATION WIDTH PD LOT 58 NORTH 45+36.90, 24.20' LT 22.00 PD LOT 58 SOUTH 47+09.23, 26.00' LT 22.00 SW RIVER TERRACE BOULEVARD STREET PROFILE 201 X X X X X X X X X X X X S C SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS W W W 2 8.00' PUE, TYP. 8.00' PUE, TYP. 2 2 W 3 W W W 25.00' STORM AND SANITARY EASEMENT 8.00' PUE, TYP. 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 11 + 0 0 SEE SHEETS 113-116 FOR RIVER TERRACE CULVERT DESIGN FUTURE STREET EXTENSION T PGE 577 PGE 644 PG E 1730 T PG E 1730 T PG E 1730 T 33 90 91 92 SS SD 1 1 SW RIVER TERRACE BOULEVARD SW D A R L I N G L A N E 6 91 92 90 105 106 107 108 109 TR A C T L 230 240 250 260 270 280 290 300 310 320 330 340 51+70 52+00 53+00 54+00 55+00 56+00 56+36 -6.00 % 10.55 % 5.00% 5.00% PV I S T A = 5 5 + 9 0 . 4 5 EL E V = 2 9 2 . 0 2 PVI STA: 53+13.38 PVI ELEV: 267.51 K: 13.40 LVC: 221.75 BV C S : 5 2 + 0 2 . 5 0 BV C E : 2 7 4 . 1 6 EV C S : 5 4 + 2 4 . 2 5 EV C E : 2 7 9 . 2 0 LOW PT. STA: 52+82.90 LOW PT ELEV: 271.75 PVI STA: 55+05.42 PVI ELEV: 287.76 K: 20.00 LVC: 110.96 BV C S : 5 4 + 4 9 . 9 3 BV C E : 2 8 1 . 9 1 EV C S : 5 5 + 6 0 . 9 0 EV C E : 2 9 0 . 5 4 230 240 250 260 270 280 290 300 310 320 330 340 56+36 57+00 58+00 59+00 60+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3:1 SLOPE MAX ST A = 5 6 + 3 5 . 7 8 ( R I V E R T E R R A C E ) EL E V = 2 9 4 . 3 2 EN D C O N S T R U C T I O N 9.34% 5.00% 5.00% PV I S T A = 5 8 + 5 3 . 5 0 EL E V = 3 0 9 . 6 7 PVI STA:57+81.18 PVI ELEV:306.05 K:20.00 LVC:86.81 BV C S : 5 7 + 3 7 . 7 7 BV C E : 3 0 2 . 0 0 EV C S : 5 8 + 2 4 . 5 8 EV C E : 3 0 8 . 2 2 PVI STA:59+75.70 PVI ELEV:315.78 K:20.00 LVC:190.00 BV C S : 5 8 + 8 0 . 7 0 BV C E : 3 1 1 . 0 3 PVI STA:56+77.52 PVI ELEV:296.37 K:26.00 LVC:112.85 EV C S : 5 7 + 3 3 . 9 4 EV C E : 3 0 1 . 6 4 FUTURE GRADE @ STREET CENTERLINE 2.50% TRAVEL 13' SW 6' 52' PAVEMENT LC R/W PUE 8' PLANT. 7' 2.50% SW 5' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. 5:1 MA X . TC = CL - 0.23'TC = CL - 0.23' MEDIAN 9' TRAVEL 13' PARKING 8' PARKING 8' CONCRETE STANDARD CURB PER DETAIL 125, SHEET D2.01. TMC = CL + 0.38'TMC = CL + 0.38' STREET L 110' ROW CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. CORRIDOR 38' TRAIL TRAIL 12' MEANDERING 72' STREET CORRIDOR 0.5' 0.5' PUE 8' 5:1 MAX. N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD (STANDARD SECTION)F1 C 0.5'0.5' 0.5'0.5' 4.5'4.5' 15.0' CENTERLINE OFFSET R/W 2.50% TRAVEL 12' SW TRAVEL 12' 6' 24' PAVEMENT LC R/W N.T.S. 2-LANE NEIGHBORHOOD COLLECTOR - SW RIVER TERRACE BOULEVARD (NARROW SECTION)F2 2.50% R/W SW 12' 2 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. TC = CL+0.12'TC = CL+0.12' 0.5'0.5'0.5'0.5' L 44' ROW 3.0' CENTERLINE OFFSET N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 1 - 2 0 2 ) S T - R I V E R T E R R A C E - P D M o d . d w g - S H E E T : 2 0 2 A p r 0 8 , 2 0 2 2 - 4 : 5 3 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 R I V E R T E R R A C E B L V D S E E S H E E T 2 0 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTIONS F1 AND F2, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.01. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01 AND PER DETAIL 142, SHEET D2.03. SEE PD MOD DRIVEWAY STATIONING TABLE FOR STATIONING. 1 2 DARLING LANE SEE SHEET 207 3 PD MOD DRIVEWAY STATIONS PD LOT#STREET STATION WIDTH TRACT L 54+71.91, 12.00' LT 20.00 6 SW RIVER TERRACE BOULEVARD STREET PROFILE 202 SD SD SD S D S D SD SD SD S S S S S S SS SS SS SS S S S S W W W W W 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. (TYP) W W W W G G G G G G G G G G G G G P G E 6 4 4 P G E 17 3 0 PGE 1730 PGE 1730 TT T T P G E 1 7 3 0 T PGE1730 T PGE 1730 T P G E 6 4 4 PGE 1730 T PGE1730 T PGE1730 T PGE 1730 T PG E 644 15+0 0 16+0017+0018+0019+00 20 + 0 0 15+0 019+20 20 + 0 0 72 2 2 1 2 SEE SUPERELEVATION DIAGRAM 3 SEE SUPERELEVATION DIAGRAM 2 SW ROY ROGERS RD. (C.R. NO. 3150) SW 169TH AVENUE SW B E E M E R L A N E 1 39 51 1825 12 5038 9 11 13 10 22 21 1920 1517 14162324 27 26 TRACT B TR A C T C 280 290 300 310 320 330 340 280 290 300 310 320 330 340 9+7510+0011+0012+0013+0014+0015+00 -2.50%-2.00% -5.02% PVI STA: 10+86.73 PVI ELEV: 314.98 K: 20.00 LVC: 60.35 BVCS: 10+56.55 BVCE: 315.58 EVCS: 11+16.91 EVCE: 313.46 HIGH PT. STA: 10+56.55 HIGH PT ELEV: 315.58 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 1 0 + 0 0 . 0 0 ( L E A F ) EL E V = 3 1 6 . 8 4 ST A = 4 5 + 5 1 . 0 0 ( R I V E R T E R R A C E ) IN T E R S E C T I O N SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS W W W W W W W W W 6.00' PUE, TYP. 6.00' PUE, TYP. (TYP) (TYP) SC SC W G G G G P G E 5 7 7 PGE 644 P G E 6 4 4 PGE1730PGE1730PGE1730 PGE 1730 PG E 1730 PG E 173 0 P G E 1730 P G E 1730 P G E 1730 P G E 1730 T T TTT T T T T T T PGE1730 T PGE1730 T P G E 6 4 4 15 + 0 0 11+0012+0013+0014+00 15 + 0 0 4 4 + 0 0 4 5 + 0 0 46 + 0 0 X W X W 7 2 7 2 1A 2 SEE SUPERELEVATION DIAGRAM 1 SW LEAF LANE SW R I V E R T E R R A C E BO U L E V A R D 51 56 5752535455 TRACT A 12 5987 12 11 13 34610 15 14 260 270 280 290 300 310 260 270 280 290 300 310 15+0016+0017+0018+0019+0020+00 -5.00% -10.0 0 % -4.94% PV I S T A = 1 5 + 2 4 . 8 2 EL E V = 2 9 2 . 9 9 PVI STA: 19+86.27 PVI ELEV: 260.42 K: 13.40 LVC: 207.43 BV C S : 1 8 + 8 2 . 5 5 BV C E : 2 7 0 . 7 9 EV C S : 2 0 + 8 9 . 9 9 EV C E : 2 6 6 . 1 0 PVI STA: 17+94.02 PVI ELEV: 279.64 K: 20.00 LVC: 100.00 BV C S : 1 7 + 4 4 . 0 2 BV C E : 2 8 2 . 1 4 EV C S : 1 8 + 4 4 . 0 2 EV C E : 2 7 4 . 6 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 1 7 + 2 2 . 1 0 ( 1 6 9 T H N ) EL E V = 2 8 3 . 2 4 ST A = 1 0 + 0 0 . 0 0 ( B E E M E R ) IN T E R S E C T I O N 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE 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 + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 3 - 2 0 5 ) S T - L E A F , 1 6 9 T H , C O L O R A D O , 1 6 5 T H - P D M o d . d w g - S H E E T : 2 0 3 A p r 0 8 , 2 0 2 2 - 4 : 5 4 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD SEE SHEET 201 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW 169TH AVE AND SW LEAF LANE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR3 AND CR5 SHEETS FOR CURB RETURN INFORMATION. SW LEAF LANE & SW 169TH AVENUE PLAN SCALE: 1" = 50' SW 169TH AVENUE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 1 2 1A SW LEAF LANE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' BEEMER LANE SEE SHEET 206 C O L O R A D O L A N E SE E S H E E T 20 4 SW 169TH AVENUE PLAN SCALE: 1" = 50' 1 6 9 T H A V E N U E S E E T H I S S H E E T LE A F L A N E SE E TH I S SH E E T DRIVEWAY STATIONS LOT#STREET STATION WIDTH 51 14+06.43, 14.00' LT 17.00 52 13+56.43, 14.00' LT 17.00 53 13+06.43, 14.00' LT 17.00 54 12+47.89, 14.00' LT 17.00 55 11+89.21, 14.00' LT 17.00 56 11+39.18, 14.00' LT 17.00 57 11+09.43, 14.00' LT 17.00 7 2.50%2.50% CL FULL SHED STA: 10+74.54 FLAT CROSS SLOPE STA: 10+99.53 FULL CROWN STA: 11+24.53 TO C E L E V : 31 5 . 8 7 TO C E L E V : 31 4 . 6 8 TO C E L E V : 31 3 . 1 8 CL CLTO C E L E V : 31 5 . 2 4 TO C E L E V : 31 4 . 3 6 TO C E L E V : 31 3 . 1 8 SUPERELEVATION DIAGRAM 1 2.50%0.00% 2.50% 2.50% FULL SHED STA: 10+49.53 TO C E L E V : 31 6 . 7 0 CLTO C E L E V : 31 5 . 5 7 4.50% 4.50% 2.50%2.50% CL FULL SHED STA: 17+63.51 FLAT CROSS SLOPE STA: 17+88.51 FULL CROWN STA: 18+13.51 TO C E L E V : 28 1 . 1 7 TO C E L E V : 27 9 . 5 2 TO C E L E V : 27 7 . 5 6 CL CLTO C E L E V : 28 1 . 8 0 TO C E L E V : 27 9 . 8 4 TO C E L E V : 27 7 . 5 6 SUPERELEVATION DIAGRAM 3 2.50% 2.50% 2.50%0.00% 2.50%2.50% CL FULL SHED STA: 16+81.50 FLAT CROSS SLOPE STA: 16+56.50 FULL CROWN STA: 16+31.50 TO C E L E V : 28 5 . 3 4 TO C E L E V : 28 6 . 5 8 TO C E L E V : 28 7 . 8 2 CL CLTO C E L E V : 28 5 . 9 7 TO C E L E V : 28 6 . 9 0 TO C E L E V : 28 7 . 8 2 SUPERELEVATION DIAGRAM 2 2.50% 2.50% 2.50%0.00% PD MOD DRIVEWAY STATIONS PD LOT#STREET STATION WIDTH 1 11+22.35, 14.00' RT 17.00 2 11+58.34, 14.00' RT 17.00 3 11+94.34, 14.00' RT 17.00 4 12+30.34, 14.00' RT 17.00 5 12+55.34, 14.00' RT 17.00 6 13+06.34, 14.00' RT 17.00 7 13+41.34, 14.00' RT 15.00 8 13+77.34, 14.00' RT 15.00 9 14+03.34, 14.00' RT 17.00 10 14+35.69, 18.14' RT 12.00 11 14+51.47, 23.86' RT 10.00 12 14+66.76, 26.17' RT 10.00 13 14+81.99, 25.08' RT 10.00 14 14+98.76, 20.06' RT 10.00 15 15+29.07, 14.00' RT 16.00 16 15+62.57, 14.00' RT 11.00 17 16+00.82, 14.00' RT 15.50 18 16+25.32, 14.00' RT 15.50 19 16+65.07, 14.00' RT 16.00 20 17+16.82, 14.00' RT 15.50 21 17+41.07, 14.00' RT 15.50 22 17+93.07, 14.00' RT 16.00 23 18+32.07, 14.00' RT 16.00 24 18+76.07, 14.00' RT 16.00 25 19+16.07, 14.00' RT 16.00 26 19+54.42, 23.04' RT 13.00 27 19+71.36, 26.10' RT 11.00 SW LEAF LANE & SW 169TH AVE STREET PROFILE 203 255 260 270 280 290 300 310 255 260 270 280 290 300 310 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 1.01% 5.48% 4.10% -2.50%-2.00%2.00%2.50% PV I S T A = 2 4 + 1 2 . 1 0 EL E V = 2 7 9 . 8 5 PVI STA: 19+86.27 PVI ELEV: 260.42 K: 13.40 LVC: 207.43 BV C S : 1 8 + 8 2 . 5 5 BV C E : 2 7 0 . 7 9 EV C S : 2 0 + 8 9 . 9 9 EV C E : 2 6 6 . 1 0 LOW PT. STA: 20+16.55 LOW PT ELEV: 264.09 PVI STA: 24+94.96 PVI ELEV: 279.23 K: 15.00 LVC: 45.16 BVCS: 24+72.38 BVCE: 279.68 EVCS: 25+17.54 EVCE: 279.46 LOW PT. STA: 25+02.38 LOW PT ELEV: 279.38 PVI STA: 28+35.76 PVI ELEV: 282.68 K: 13.40 LVC: 122.06 BV C S : 2 7 + 7 4 . 7 3 BV C E : 2 8 2 . 0 6 EV C S : 2 8 + 9 6 . 7 9 EV C E : 2 8 8 . 8 5 PVI STA: 22+05.96 PVI ELEV: 272.46 K: 20.00 LVC: 27.53 BV C S : 2 1 + 9 2 . 1 9 BV C E : 2 7 1 . 7 0 EV C S : 2 2 + 1 9 . 7 2 EV C E : 2 7 3 . 0 2 PVI STA: 23+61.46 PVI ELEV: 278.84 K: 20.00 LVC: 42.07 BV C S : 2 3 + 4 0 . 4 3 BV C E : 2 7 7 . 9 7 EV C S : 2 3 + 8 2 . 5 0 EV C E : 2 7 9 . 2 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 2 4 + 3 8 . 1 0 ( C O L O R A D O ) EL E V = 2 8 0 . 5 0 ST A = 5 0 + 8 7 . 1 7 ( R I V E R T E R R A C E ) IN T E R S E C T I O N SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W 2 (TYP) 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. (T Y P ) W W PGE 644 P G E 6 4 4 P G E 6 4 4 PGE 644 PGE 577 PGE 1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE 1730 PGE 1730 T T T T T T T T T T T T T TT TT S C PGE 233 T PGE 233 P G E 5 1 0 6 TPGE 233 29 + 0 0 19 + 0 0 20+ 0 0 50 + 0 0 51 + 0 0 52 + 0 0 19 + 2 0 20+ 0 0 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 1A 1A 1 122 76 7 8 SEE SUPERELEVATION DIAGRAM 4 SEE SUPERELEVATION DIAGRAM 5 SW COLORADO LANE SW COLORADO LANE 91 92 93 94 95 85 88 96 36 90 31302928 TRACT D 3332 34383735 868789 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE 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 + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDESB3 2.50% TRAVEL 12' 45' R.O.W. 28' PAVEMENT R/W SW 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5'LC N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 3 - 2 0 5 ) S T - L E A F , 1 6 9 T H , C O L O R A D O , 1 6 5 T H - P D M o d . d w g - S H E E T : 2 0 4 A p r 0 8 , 2 0 2 2 - 4 : 5 4 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD SEE SHEET 202 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW COLORADO LANE PER TYPICAL STREET SECTIONS A AND B, THIS SHEET. 2.REFER TO CR6 AND CR7 SHEETS FOR CURB RETURN INFORMATION. SW COLORADO LANE PLAN SCALE: 1" = 50' SW COLORADO LANE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 16 9 T H A V E N U E SE E S H E E T 20 3 RIVER TERRACE BLVD SEE SHEET 201 1 6 5 T H A V E N U E S E E S H E E T 2 0 5 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL CURB-TIGHT DRIVEWAY PER DETAIL 142, SHEET D2.02. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. 1 2 6 DRIVEWAY STATIONS LOT#STREET STATION WIDTH TRACT D 20+40.84, 14.00' RT 17.00 28 20+84.34, 14.00' RT 17.00 29 21+34.34, 14.00' RT 17.00 30 21+84.34, 14.00' RT 17.00 31 22+34.34, 14.00' RT 17.00 32 22+84.34, 14.00' RT 17.00 33 23+14.33, 14.00' RT 17.00 34 23+29.74, 14.00' LT 28.25 35 & 36 22+99.74, 14.00' LT 12.00 37 & 38 22+51.43, 14.00' LT 12.00 86 27+14.64, 14.00' LT 28.25 87 26+62.64, 14.00' LT 28.25 88 & 89 25+62.17, 14.00' LT 12.00 90 25+14.18, 14.00' RT 17.00 91 25+64.18, 14.00' RT 17.00 92 26+14.18, 14.00' RT 17.00 93 26+64.18, 14.00' RT 17.00 94 27+14.18, 14.00' RT 17.00 95 27+44.17, 14.00' RT 17.00 96 27+98.05, 25.27' RT 17.00 1A 7 8 STA: 27+76.62 TO 28+57.53STA: 20+30.64 TO 27+76.62 2.50%2.50% CL FLAT CROSS SLOPE STA: 25+33.70 FULL CROWN STA: 25+58.70 TO C E L E V : 27 9 . 7 2 TO C E L E V : 27 9 . 9 8 CL TO C E L E V : 27 9 . 8 6 TO C E L E V : 27 9 . 9 8 SUPERELEVATION DIAGRAM 5 2.50% 2.50%2.50% CL FULL SHED STA: 23+90.96 FLAT CROSS SLOPE STA: 23+40.96 FULL CROWN STA: 23+15.96 TO C E L E V : 27 9 . 2 8 TO C E L E V : 27 8 . 1 0 TO C E L E V : 27 . 0 7 CL CLTO C E L E V : 28 0 . 4 4 TO C E L E V : 27 8 . 4 2 TO C E L E V : 27 7 . 0 7 SUPERELEVATION DIAGRAM 4 4.50% 4.50% 2.50%0.00% FULL SHED STA: 24+83.70 TO C E L E V : 27 9 . 3 5 CLTO C E L E V : 28 0 . 4 8 4.50% 4.50% FULL SHED STA: 25+08.73 TO C E L E V : 27 9 . 5 0 CLTO C E L E V : 27 9 . 9 3 0.90% 2.50% FULL SHED STA: 23+65.96 TO C E L E V : 27 8 . 9 6 CLTO C E L E V : 27 9 . 5 9 2.50% 2.50%1.40% SW COLORADO LANE STREET PROFILE 204 S D S D SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W 6.00' PUE, TYP. 6.00' PUE, TYP. (TYP) 6.00' PUE, TYP. (TYP) 2 2 S D S D PGE 577 P G E 6 4 4 P G E 5 7 7 PG E 1730 PG E 1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T T T T T T PGE 644 P G E 1 7 3 0 T 29 + 0 0 30+00 31+00 32+00 33+00 34+00 35+00 19 + 0 0 20 + 0 0 28 + 0 0 1 2 + 0 0 1 3 + 0 0 X W X W X W X W S S 711 1 1 6 7 42 2 2 8 SW 165TH AVENUE SW B E E M E R L A N E SW B U L L M O U N T A I N R D ( C . R . N O . 2 6 2 ) 6 83 96 66 TRACT J65646362616059 TRACT I 67 68 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 35+75 10.12 % 5.00% 5.00% 11.6 3 % 2.00%2.50% PVI STA = 35+42.83 ELEV = 338.98 PVI STA: 28+35.76 PVI ELEV: 282.68 K: 13.40 LVC: 122.06 BV C S : 2 7 + 7 4 . 7 3 BV C E : 2 8 2 . 0 6 EV C S : 2 8 + 9 6 . 7 9 EV C E : 2 8 8 . 8 5 PVI STA: 32+60.48 PVI ELEV: 313.77 K: 13.40 LVC: 88.84 BV C S : 3 2 + 1 6 . 0 6 BV C E : 3 1 1 . 5 5 EV C S : 3 3 + 0 4 . 9 0 EV C E : 3 1 8 . 9 3 PVI STA: 30+28.48 PVI ELEV: 302.17 K: 20.00 LVC: 102.32 BV C S : 2 9 + 7 7 . 3 2 BV C E : 2 9 7 . 0 0 EV C S : 3 0 + 7 9 . 6 3 EV C E : 3 0 4 . 7 3 PVI STA: 34+63.77 PVI ELEV: 337.40 K: 8.00 LVC: 77.01 BV C S : 3 4 + 2 5 . 2 6 BV C E : 3 3 2 . 9 3 EV C S : 3 5 + 0 2 . 2 8 EV C E : 3 3 8 . 1 7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 3 1 + 1 9 . 7 5 ( 1 6 5 T H N ) EL E V = 3 0 6 . 7 4 ST A = 1 9 + 5 9 . 4 0 ( B E E M E R ) IN T E R S E C T I O N ST A = 3 5 + 0 3 . 4 5 ( 1 6 5 T H N ) EL E V = 3 3 8 . 2 0 EN D C O N S T R U C T I O N ST A = 3 5 + 6 7 . 1 3 ( 1 6 5 T H N ) EL E V = 3 3 9 . 5 9 ST A = 1 2 + 6 1 . 4 0 ( B U L L M T N ) IN T E R S E C T I O N N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDESB3 2.50% TRAVEL 12' 45' R.O.W. 28' PAVEMENT R/W SW 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5'LC 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE 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 + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 3 - 2 0 5 ) S T - L E A F , 1 6 9 T H , C O L O R A D O , 1 6 5 T H - P D M o d . d w g - S H E E T : 2 0 5 A p r 0 8 , 2 0 2 2 - 4 : 5 5 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SW 165TH AVENUE PLAN SCALE: 1" = 50' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. CONSTRUCT COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY. 1 2 SW 165TH AVENUE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' BEEMER LANE SEE SHEET 206 COLO R A D O L A N E SEE SH E E T 204 BEEMER LANE SEE SHEET 206 4 6 7 DRIVEWAY STATIONS LOT#STREET STATION WIDTH 59 34+66.75, 14.00' RT 17.00 60 34+34.76, 14.00' RT 17.00 61 33+84.76, 14.00' RT 17.00 62 33+34.76, 14.00' RT 17.00 63 32+84.76, 14.00' RT 17.00 64 32+34.76, 14.00' RT 17.00 65 31+84.76, 14.00' RT 17.00 66 30+45.75, 14.00' RT 17.00 84 29+55.96, 14.00' LT 16.00 85 28+98.94, 14.00' LT 19.00 GENERAL NOTES: 1.CONSTRUCT SW 165TH AVE PER TYPICAL STREET SECTIONS B AND B3, THIS SHEET. 2.REFER TO CR1 AND CR2 SHEETS FOR CURB RETURN INFORMATION. STA: 28+57.53 TO 30+19.37STA: 30+19.37 TO 35+03.45 SW 165TH AVE STREET PROFILE 205 270 280 290 300 310 320 330 270 280 290 300 310 320 330 9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0022+25 2.50% 2.50% 2.50%2.00% -2.50% -2.00% -2.50%-2.00% 3.38% 2.00% 2.49% 2.00% -0.38% PV I S T A = 1 0 + 1 4 . 0 0 EL E V = 2 8 3 . 5 9 PVI STA = 19+73.41 ELEV = 306.39 PVI STA = 15+10.41 ELEV = 297.55 PV I S T A = 1 4 + 5 8 . 4 1 EL E V = 2 9 7 . 5 5 PV I S T A = 1 9 + 1 9 . 9 1 EL E V = 3 0 5 . 8 8 PV I S T A = 1 9 + 4 5 . 4 1 EL E V = 3 0 6 . 3 9 PVI STA = 21+03.53 ELEV = 304.04 PVI STA: 10+53.69 PVI ELEV: 284.38 K: 13.40 LVC: 18.54 BV C S : 1 0 + 4 4 . 4 2 BV C E : 2 8 4 . 2 0 EV C S : 1 0 + 6 2 . 9 7 EV C E : 2 8 4 . 7 0 PVI STA: 14+20.18 PVI ELEV: 296.79 K: 20.00 LVC: 27.68 BV C S : 1 4 + 0 6 . 3 4 BV C E : 2 9 6 . 3 2 EV C S : 1 4 + 3 4 . 0 2 EV C E : 2 9 7 . 0 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE ST A = 1 0 + 0 0 . 0 0 ( B E E M E R ) EL E V = 2 8 3 . 2 4 ST A = 1 7 + 2 2 . 1 0 ( 1 6 9 T H N ) IN T E R S E C T I O N ST A = 1 4 + 8 4 . 4 0 ( B E E M E R ) EL E V = 2 9 8 . 2 0 ST A = 4 8 + 1 9 . 0 6 ( R I V E R T E R R A C E ) IN T E R S E C T I O N ST A = 1 9 + 5 9 . 4 0 ( B E E M E R ) EL E V = 3 0 6 . 7 4 ST A = 3 1 + 1 9 . 7 5 ( 1 6 5 T H N ) IN T E R S E C T I O N ST A = 2 1 + 0 4 . 8 0 ( B E E M E R ) EL E V = ? ? ? BEGIN CONSTRUCTION PVI STA: 15+51.78 PVI ELEV: 296.72 K: 13.40 LVC: 60.13 BV C S : 1 5 + 2 1 . 7 1 BV C E : 2 9 7 . 3 2 EV C S : 1 5 + 8 1 . 8 5 EV C E : 2 9 7 . 4 7 LOW PT. STA: 15+48.51 LOW PT ELEV: 297.06 PVI STA: 20+87.49 PVI ELEV: 304.10 K: 13.40 LVC: 21.72 BV C S : 2 0 + 7 6 . 6 3 BV C E : 3 0 4 . 3 2 EV C S : 2 0 + 9 8 . 3 5 EV C E : 3 0 4 . 0 6 PROPOSED WATERLINE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 20+56.03, 14.00' L (BEEMER) BEGIN FACE OF CURB TAPER 21+04.95, 11.93' L (BEEMER) END FACE OF CURB TAPER 20+56.03, 14.00' R (BEEMER) BEGIN FACE OF CURB TAPER 21+04.80, 12.17' R (BEEMER) END FACE OF CURB TAPER SD SD SD SD SD SD W W 31 + 0 0 32 + 0 0 17 + 0 0 18 + 0 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0022+07 48 + 0 0 49 + 0 0 PGE 644 P G E 6 4 4 P G E 5 0 4 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T T T T T TTTT T T PG E 173 0T P G E 6 4 4 PG E 173 0T TPGE 233 T PGE 233 P G E 6 4 4 S D S C SS SS SS PD 50 (TYP) 7 7 (TYP) (TYP) 7 1 1 2 1A 1A 1 1 1 1 1 1 2 2 2 4 10 SEE SUPERELEVATION DIAGRAM 6 SEE SUPERELEVATION DIAGRAM 7 SEE SUPERELEVATION DIAGRAM 8 SEE SUPERELEVATION DIAGRAM 9 SW BEEMER LANE SW R I V E R T E R R A C E BO U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SKINNY STREET 47 465049 TR A C T I 76 74 67737271 70 6975 68 TRACT N 66 65 8377817882798042434445404139 48 2.50% TRAVEL 16' SWPARKING 8'5' 54' R.O.W. 32' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - STANDARD STREET PARKING BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 D2.01CONCRETE 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 + 0.02'TC = CL + 0.02' PARKING 8' 0.5'0.5' 0.5'0.5' STA: 10+00.00 TO 19+59.40 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MA X .5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' STA: 19+59.40 TO 21+04.73 1 INCH = 50 FEET 50 25 50 SCALE 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 6 ) S T - B E E M E R - P D M o d . d w g - S H E E T : 2 0 6 A p r 0 8 , 2 0 2 2 - 4 : 5 5 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 RIVER TERRACE BLVD SEE SHEET 201 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SW BEEMER LANE PLAN SCALE: 1" = 50' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL 12' ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET D2.03, WITH REMOVABLE BOLLARD PER DETAIL 2, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY. CITY TO COUNTY CURB & GUTTER SECTION TRANSITION, CONSTRUCT SECTION OF CURB & GUTTER PER WASHINGTON COUNTY DETAIL 2010, SHEET D2.03. START STA: 20+99.51, 12.45' LT. (BEEMER) END STA: 21+04.80, 12.37' LT. (BEEMER) START STA: 20+99.51, 12.09' RT. (BEEMER) END STA: 21+04.80, 12.17' RT. (BEEMER) 1 2 1A SW BEEMER LANE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 169TH AVENUE SEE SHEET 203 RIVER TERRACE BLVD SEE SHEET 201 169TH AVENUE SEE SHEET 203 165TH AVENUE SEE SHEET 205 165TH AVENUE SEE SHEET 205 4 7 DRIVEWAY STATIONS LOT#STREET STATION WIDTH 39 10+65.14, 16.00' RT 17.00 40 11+15.14, 16.00' RT 17.00 41 11+75.14, 16.00' RT 17.00 42 12+34.14, 16.00' RT 17.00 43 12+93.14, 16.00' RT 17.00 44 13+42.14, 16.00' RT 17.00 45 13+72.13, 16.00' RT 17.00 46 & 47 13+29.56, 16.00' LT 12.00 48 12+09.99, 16.00' LT 28.25 49 & 50 11+08.77, 16.00' LT 12.00 77 15+67.41, 16.00' RT 17.00 78 16+26.91, 16.00' RT 17.00 79 16+84.72, 16.00' RT 17.00 80 17+42.77, 16.00' RT 17.00 81 17+94.72, 16.00' RT 17.00 82 18+44.72, 16.00' RT 17.00 83 18+74.40, 16.00' RT 17.00 GENERAL NOTES: 1.CONSTRUCT SW BEEMER LANE PER TYPICAL STREET SECTIONS A AND B, THIS SHEET. 2.REFER TO CR2, CR4, AND CR5 SHEETS FOR CURB RETURN INFORMATION.10 2.50%2.50% CL FLAT CROSS SLOPE STA: 18+70.41 FULL CROWN STA: 18+45.41 TO C E L E V : 30 4 . 7 0 TO C E L E V : 30 4 . 0 8 CL TO C E L E V : 30 5 . 0 7 TO C E L E V : 30 4 . 0 8 SUPERELEVATION DIAGRAM 8 2.50%0.00% 2.50%2.50% CL FULL SHED STA: 19+98.41 FLAT CROSS SLOPE STA: 20+48.41 FULL CROWN STA: 20+73.41 TO C E L E V : 30 5 . 7 4 TO C E L E V : 30 4 . 9 9 TO C E L E V : 30 4 . 4 9 CL CLTO C E L E V : 30 6 . 8 7 TO C E L E V : 30 5 . 3 1 TO C E L E V : 30 4 . 5 2 SUPERELEVATION DIAGRAM 9 4.50% 4.50% 2.50%0.00% FULL SHED STA: 19+20.41 TO C E L E V : 30 5 . 6 5 CLTO C E L E V : 30 6 . 9 6 4.50% 4.50% FULL SHED STA: 18+95.41 TO C E L E V : 30 5 . 3 2 CLTO C E L E V : 30 6 . 0 5 2.50% 2.50% FULL SHED STA: 20+23.41 TO C E L E V : 30 5 . 4 9 CLTO C E L E V : 30 6 . 1 2 2.50% 2.50% 2.50%2.50% CL FLAT CROSS SLOPE STA: 15+77.41 FULL CROWN STA: 16+02.41 TO C E L E V : 29 7 . 4 2 TO C E L E V : 29 8 . 0 3 CL TO C E L E V : 29 7 . 8 7 TO C E L E V : 29 8 . 0 3 SUPERELEVATION DIAGRAM 7 2.50% 2.50%2.50% CL FULL SHED STA: 14+41.41 FLAT CROSS SLOPE STA: 13+91.41 FULL CROWN STA: 13+66.41 TO C E L E V : 29 6 . 9 7 TO C E L E V : 29 5 . 8 6 TO C E L E V : 29 5 . 0 2 CL CLTO C E L E V : 29 8 . 2 8 TO C E L E V : 29 6 . 2 3 TO C E L E V : 29 5 . 0 2 SUPERELEVATION DIAGRAM 6 4.50% 4.50% 2.50%0.00% FULL SHED STA: 15+27.41 TO C E L E V : 29 6 . 9 8 CLTO C E L E V : 29 8 . 2 9 4.50% 4.50% FULL SHED STA: 15+52.41 TO C E L E V : 29 7 . 1 1 CLTO C E L E V : 29 7 . 7 5 2.20% 2.50% FULL SHED STA: 14+16.41 TO C E L E V : 29 6 . 6 8 CLTO C E L E V : 29 7 . 4 1 2.50% 2.50%0.70% SW BEEMER AVENUE STREET PROFILE 206 280 290 300 310 320 280 290 300 310 320 18+50 19+00 20+00 14.00% 15.00% LOW PT STA: 18+92.26 LOW PT ELEV: 288.86 PVI STA:19+02.51 PVI ELEV:283.61 K:6.81 LVC:170.25 EV C S : 1 9 + 8 7 . 6 3 EV C E : 2 9 5 . 5 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 1 9 + 7 7 . 3 1 ( K E S S L E R ) EL E V = 2 9 4 . 1 7 BE G I N C O N S T R U C T I O N 5 5 + 0 0 5 6 + 0 0 11+00 12+00 13+00 14+00 16 + 0 0 17 + 0 0 S C S C S D S D S D S C SS S S S S S S W W W W W W W W W W W 6.00' PUE, TYP. SD SD P G E 5 7 7 P G E 6 4 4 T PG E 64 4 T T SS SS SS SS SS SD SD SW DARLING LANE (TYP) S W R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E 7 1 2 1 2 SEE SUPERELEVATION DIAGRAM 10 SEE SUPERELEVATION DIAGRAM 11 1 1 110 111 112 113 114 101102104 9710598 106 99 107 100 108 109 103 115 280 290 300 310 320 330 280 290 300 310 320 330 9+7510+00 11+00 12+00 13+00 14+00 15+00 -2.15% 4.38% 2.00% PVI STA: 10+78.32 PVI ELEV: 290.34 K: 13.40 LVC: 87.54 BV C S : 1 0 + 3 4 . 5 6 BV C E : 2 9 1 . 2 8 EV C S : 1 1 + 2 2 . 0 9 EV C E : 2 9 2 . 2 5 LOW PT. STA: 10+63.36 LOW PT ELEV: 290.97 PVI STA: 14+06.02 PVI ELEV: 304.70 K: 20.00 LVC: 47.66 BV C S : 1 3 + 8 2 . 1 8 BV C E : 3 0 3 . 6 6 EV C S : 1 4 + 2 9 . 8 5 EV C E : 3 0 5 . 1 8 280 290 300 310 320 330 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 1 0 + 0 0 . 0 0 ( D A R L I N G ) EL E V = 2 9 2 . 0 2 ST A = 5 5 + 9 0 . 4 5 ( R I V E R T E R R A C E ) IN T E R S E C T I O N ST A = 1 4 + 7 1 . 0 3 ( D A R L I N G ) EL E V = 3 0 6 . 0 0 ST A = 1 6 + 7 7 . 7 0 ( 1 6 5 T H S ) IN T E R S E C T I O N 19+00 19+33 19+00 20+00 SD SS SS W W 2 4 SC 9 SW KESSLER LANE 2 X X X X 14 + 0 0 14+00 15+00 16+00 17+00 18+00 1 9 + 0 0 18+00 1 9 + 0 0 S C S D S D SD S D S C SS S S S S S S S S S S W W W W W W 7 22 1 3 6.00' PUE, TYP.FUTURE STREET EXTENSION PGE 644 P G E 1 7 3 0 T (TYP) 1 1 SW D A R L I N G L A N E S W K E S S L E R L A N E SW 165TH AVENUE 6 1 97 98 TRACT L 115 118119 116117 280 290 300 310 320 330 340 16+25 17+00 18+00 18+50 280 290 300 310 320 330 280 290 300 310 320 330 340 13+25 14+00 15+00 16+0016+25 -5.00% -5.00% -1 2 . 0 0 % -1 1 . 0 0 % PV I S T A = 1 6 + 4 5 . 8 5 EL E V = 3 0 7 . 5 9 PV I S T A = 1 8 + 0 6 . 1 2 EL E V = 2 9 4 . 2 1 PVI STA: 19+02.51 PVI ELEV: 283.61 K: 6.81 LVC: 170.25 BV C S : 1 8 + 1 7 . 3 8 BV C E : 2 9 2 . 9 7 EV C S : 1 9 + 8 7 . 6 3 EV C E : 2 9 5 . 5 4 PVI STA: 17+29.48 PVI ELEV: 303.41 K: 8.00 LVC: 55.98 BV C S : 1 7 + 0 1 . 4 9 BV C E : 3 0 4 . 8 1 EV C S : 1 7 + 5 7 . 4 7 EV C E : 3 0 0 . 0 5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PROPOSED WATERLINE ST A = 1 6 + 7 7 . 7 0 ( 1 6 5 T H S ) EL E V = 3 0 6 . 0 0 ST A = 1 4 + 7 1 . 0 3 ( D A R L I N G ) IN T E R S E C T I O N ST A = 1 6 + 3 8 . 7 0 ( 1 6 5 T H S ) EL E V = 3 0 7 . 9 5 EN D C O N S T R U C T I O N -4.97% 2.00% 2.50%-2.50% -2.00% PV I S T A = 1 3 + 9 9 . 7 0 EL E V = 3 1 6 . 6 0 PV I S T A = 1 4 + 1 5 . 7 0 EL E V = 3 1 7 . 0 0 PV I S T A = 1 4 + 3 1 . 7 0 EL E V = 3 1 6 . 6 0 PVI STA: 13+45.81 PVI ELEV: 315.52 K: 20.00 LVC: 56.61 BV C S : 1 3 + 1 7 . 5 0 BV C E : 3 1 4 . 1 5 EV C S : 1 3 + 7 4 . 1 2 EV C E : 3 1 6 . 0 9 PVI STA: 14+87.00 PVI ELEV: 315.49 K: 20.00 LVC: 59.50 BV C S : 1 4 + 5 7 . 2 6 BV C E : 3 1 6 . 0 9 EV C S : 1 5 + 1 6 . 7 5 EV C E : 3 1 4 . 0 1 FUTURE FINISH GRADE @ STREET CENTERLINE 2.50% SWTRAVEL 12' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MA X .5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5' 165TH AVE STA: 16+38.70 TO 18+06.57 N.T.S. LOCAL RESIDENTIAL - SKINNY STREET PARKING ON BOTH SIDESB3 2.50% TRAVEL 12' 45' R.O.W. 28' PAVEMENT R/W SW 2.50% R/W PUE 6' PLANT.SW 5' 1 D2.01 CONCRETE SIDEWALK PER DETAIL 120, SHEET D2.01. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET D2.01. 5:1 MAX. TC = CL + 0.07'TC = CL + 0.07' PARKING 8' PARKING 8' 0.5'0.5' 5'5' 0.5'0.5'LC 165TH AVE STA: 18+06.57 TO 19+89.59 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 7 ) S T - D A R L I N G , 1 6 5 T H , K E S S L E R - P D M o d . d w g - S H E E T : 2 0 7 A p r 0 8 , 2 0 2 2 - 4 : 5 7 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD SEE SHEET 202 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SW DARLING LANE PLAN SCALE: 1" = 50' STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET D2.03. INSTALL MONUMENT BOX PER DETAIL 170, SHEET D2.02. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. SAWCUT MIN. OF 1-FOOT INSIDE SOUND EXISTING ASPHALT CONCRETE PAVEMENT AND REMOVE. SEE PROFILE FOR STATIONING. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SHEET D2.01 AND PER DETAIL 142, SHEET D2.03. SEE PD MOD DRIVEWAY STATIONING TABLE FOR STATIONING. CONSTRUCT RESIDENTIAL DRIVEWAY PER DETAIL 141, SHEET D2.01. SEE TABLE THIS SHEET FOR DRIVEWAY INFORMATION. PROPOSED GRIND AND OVERLAY, GRIND 2" DEEP AND MACHINE LAY HOT MIX. BLEND TO MATCH EX. GRADES. DO NOT DISTURB EXISTING DRAINAGE INLETS AND GUTTER. START STA: 19+71.37 (KESSLER) END STA: 19+87.63 (KESSLER) CITY TO COUNTY CURB & GUTTER SECTION TRANSITION, CONSTRUCT SECTION OF CURB & GUTTER PER WASHINGTON COUNTY DETAIL 2010, SHEET D2.03. START STA: 19+71.37, 15.50' LT. (KESSLER) END STA: 19+77.31, 16.09' LT. (KESSLER) START STA: 19+71.37, 15.47' RT. (KESSLER) END STA: 19+77.31, 16.01' RT. (KESSLER) 1 2 SW DARLING LANE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 202 SW 165TH AVENUE PLAN SCALE: 1" = 50' SW 165TH AVENUE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SW KESSLER LANE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 165TH AVE SEE THIS SHEET 165TH AVE SEE THIS SHEET DARLING LN SEE THIS SHEET KESSLER LN SEE THIS SHEET 1 6 5 T H A V E S E E T H I S S H E E T SW KESSLER LANE PLAN SCALE: 1" = 50' PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH FUTURE LOTS 110 & 111 11+28.03, 14.00' RT 12.00 FUTURE LOTS 112 & 113 12+68.03, 14.00' RT 12.00 FUTURE LOT 114 13+69.15, 14.00' RT 28.25 FUTURE LOT 115 14+07.03, 14.00' RT 28.00 FUTURE LOT 116 17+94.96, 14.00' RT 17.00 FUTURE LOT 117 17+43.37, 14.00' RT 17.00 FUTURE LOT 118 16+93.37, 14.00' RT 17.00 FUTURE LOT 119 16+61.94, 14.00' RT 17.00 TRACT L 17+92.09, 14.33' LT 20.00 3 GENERAL NOTES: 1.CONSTRUCT SW DARLING LANE AND SW 165TH AVE PER TYPICAL STREET SECTION B, THIS SHEET; CONSTRUCT SW KESSLER LANE PER TYPICAL STREET SECTION B3, THIS SHEET. 2.REFER TO CR8 AND CR9 SHEETS FOR CURB RETURN INFORMATION. 4 6 7 2.50%2.50% CL FLAT CROSS SLOPE STA: 11+03.75 FULL CROWN STA: 11+28.75 TO C E L E V : 29 2 . 0 0 TO C E L E V : 29 2 . 6 5 CL TO C E L E V : 29 1 . 6 8 TO C E L E V : 29 2 . 6 5 SUPERELEVATION DIAGRAM 10 2.50%2.50% CL FULL SHED STA: 14+32.03 FLAT CROSS SLOPE STA: 13+82.03 FULL CROWN STA: 13+57.03 TO C E L E V : 30 6 . 2 0 TO C E L E V : 30 4 . 0 7 TO C E L E V : 30 2 . 6 5 CL CLTO C E L E V : 30 5 . 0 7 TO C E L E V : 30 3 . 7 5 TO C E L E V : 30 2 . 6 5 SUPERELEVATION DIAGRAM 11 2.50%0.00% FULL SHED STA: 10+53.75 TO C E L E V : 29 1 . 9 8 CLTO C E L E V : 29 0 . 8 5 FULL SHED STA: 10+78.75 TO C E L E V : 29 1 . 7 9 CLTO C E L E V : 29 1 . 1 6 FULL SHED STA: 14+07.03 TO C E L E V : 30 5 . 3 2 CLTO C E L E V : 30 4 . 6 9 2.50% 2.50% 4.50% 4.50% 2.50% 2.50% 2.50%0.00% 4.50% 4.50% 9 10 SW 165TH AVE STREET PROFILE 207 X X X X X 15 ' 20 ' 7' 25.0' CROSS SLOPE TRANSITION 10 . 6 % 2.5% 2.0% 6.5' 25.0' CROSS SLOPE TRANSITION 2.9% 3.2% 2. 5 % 2. 5 % 2.0%10+00 5 5 + 0 0 54+54.52 SW RIVER TERRACE = GUTTER ELEV = 282.04 TOP OF CURB ELEV = 282.54 54+61.52 SW RIVER TERRACE = GUTTER ELEV = 282.75 TOP OF CURB ELEV = 282.81 54+89.88 SW RIVER TERRACE = GUTTER ELEV = 285.77 TOP OF CURB ELEV = 286.27 54+82.56 SW RIVER TERRACE = GUTTER ELEV = 284.74 TOP OF CURB ELEV = 284.80 SW/G 284.93 TC 284.37 TC 284.17 SW/G 282.94 SW 286.38 SW 282.63 4. 4 % 9. 6 % 9. 8 % 3. 9 % 270 280 290 300 310 270 280 290 300 310 10+00 11+00 12+00 13+00 14+00 15+00 EXISTING GRADE @ ALLEY CL FINISHED GRADE @ ALLEY CL -2.00% 3.88% PVI STA = 10+18.50 ELEV = 284.45 PVI STA = 14+71.04 ELEV = 296.32 PVI STA: 11+15.42 PVI ELEV: 282.51 K: 20.00 LVC: 117.73 BV C S : 1 0 + 5 6 . 5 5 BV C E : 2 8 3 . 6 8 EV C S : 1 1 + 7 4 . 2 8 EV C E : 2 8 4 . 7 9 LOW PT. STA: 10+96.61 LOW PT ELEV: 283.28 X X X X X X 1 5 ' 2 0 ' 7 ' 25.0' CROSS SLOPE TRANSITION 12 . 0 % 2.5% 2.0% 25.0' CROSS SLOPE TRANSITION 2.6% 4.1% 2. 5 % 2. 5 % 3.9% 5.5' 15 . 3 % 4. 1 % 4. 5 % 18 + 0 0 14+96 18+06.50 SW 165TH = GUTTER ELEV = 293.70 TOP OF CURB ELEV = 294.20 18+00.65 SW 165TH = GUTTER ELEV = 294.43 TOP OF CURB ELEV = 294.49 17+76.20 SW 165TH = GUTTER ELEV = 298.37 TOP OF CURB ELEV = 298.87 17+83.20 SW 165TH = GUTTER ELEV = 296.57 TOP OF CURB ELEV = 296.63SW/G 296.74 SW/G 294.60 SW 299.03 SW 294.28 SW 298.95 TC 295.97 TC 295.76 P G E 6 4 4 PGE1730 T PG E 64 4 PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T X X X X X X X X X X X X X X X S S SS SS SS SS SS S S S S S S S S SS SS SS SS SD SD SD SD S D S D SD S D SD SD SD SD W W W W W W W W W W W W SD SDSDSD SS SS SS SS SS SEE DRIVEWAY DETAIL #1, THIS SHEET SEE DRIVEWAY DETAIL #2, THIS SHEET 11+00 12+00 13+00 14+00 17 + 0 0 18 + 0 0 10+00 11+00 12+00 13+00 14+00 14+96 5 5 + 0 0 5 6 + 0 0 103103 101102104 971059810699107100108 109 TRACT L SW R I V E R T E R R A C E B L V D SW DARLING LANE SW 1 6 5 T H A V E N U E SOUTH ALLEY N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 2 0 8 ) S T - A l l e y S o u t h - P D M o d . d w g - S H E E T : 2 0 8 A p r 0 8 , 2 0 2 2 - 4 : 5 7 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SOUTH ALLEY PLAN & PROFILE 2081 INCH = 50 FEET 50 25 50 SCALE 0 SOUTH ALLEY PLAN SCALE: 1" = 50' SOUTH ALLEY PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' DRIVEWAY DETAIL 1 SCALE: 1" = 10' DRIVEWAY DETAIL 2 SCALE: 1" = 10' 35+00 36 + 0 0 (338.57) PC ( 3 3 9 . 0 1 ) 1 / 2 (33 8 . 7 9 ) 1/ 4 ( 3 3 9 . 2 4 ) 3 / 4 (33 8 . 5 5 ) 1/2 (3 3 8 . 6 6 ) 1/ 4 (338.43 ) 3/4 (338.31) PT (3 3 8 . 7 8 H P ) PC (3 3 9 . 4 5 H P ) PT 338.28TC 338.28 TC SW 1 6 5 T H A V E N U E SW BULL MOUNTAIN ROAD N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 - C R 3 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 1 A p r 0 8 , 2 0 2 2 - 5 : 1 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 165TH AVE & SW BULL MOUNTAIN RD SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR1 SW 165TH AVENUE SW 307.93 SW 307.86 SW 307.85 SW 307.92 SW 307.86 SW 307.85 SW 307.77 SW 307.78 SW 306.94 SW 306.87 SW 306.94 SW 307.01 SW 306.85 SW 306.92 SW 306.85 SW 306.78 SW 305.65 SW 305.72 SW 305.65 SW 305.58 SW 304.86 SW 304.92 SW 304.86 SW 304.80 SW 304.86 SW 304.93 SW 304.86 SW 305.56 SW 305.63 SW 305.56 SW 305.49 SW 309.75 SW 309.68 SW 306.89 SW 306.82 SW 305.79 SW 305.86 SW 304.71 SW 304.64 SW 304.73SW 304.80 SW 305.75 SW 305.68 SW 306.91 SW 306.84 SW 309.75 SW 309.68 7. 5 % 7. 1 % 7. 5 % 7. 5 % 7.5% 4.5%4.2% 7.5% 31+00 19+00 20+00 0.5% 0.8% 7 . 5 % 12 % 13 % 7.5 % 1. 2 % 6.0 % 2.8% 6 . 1 % 1/4 308 . 3 4 1 / 2 3 0 7 . 8 2 3 / 4 3 0 7 . 2 9 1/ 4 30 5 . 4 9 1/2 30 5 . 3 2 3/4 305.1 6 PT 304.79 PC 304.89 1/4 305 . 2 1 1 / 2 3 0 5 . 3 9 3 / 4 3 0 5 . 5 7 1/ 4 30 7 . 2 1 1/2 307 . 7 5 3/4 308.2 9 4. 5 0 % 4. 5 0 % 2. 5 0 % 30 6 . 1 2 TC 30 5 . 4 9 TC 30 4 . 9 9 TC 2. 5 0 % 2. 5 0 % 2. 5 0 % 30 5 . 3 1 TC 0. 0 0 % 30 4 . 5 2 TC GUT 306.37 GUT 306.45 GUT 308.05 SW 308.06 GUT 308.28 GUT 305.24 C3 C4 C5 C6 C4 C5 C6 39.27' 39.27' 39.27' 25.00' 25.00' 25.00' 90°00'00" 90°00'00" 90°00'00" 35.36' 35.36' 35.36' N45°06'00"E S44°54'00"E N45°06'00"E 30+80.74, 14.00' R (165TH N)19+98.41, 14.00' R (BEEMER) 30+78.75, 14.00' L (165TH N) 31+60.75, 14.00' L (165TH N) 19+20.41, 16.00' R (BEEMER) 19+20.41, 16.00' L (BEEMER) GUT 304.39 GUT 304.62 GUT 305.16 SW 305.19 SW 305.27 SW 304.65 SW 304.42 SW 304.41 GUT 304.38 SW 304.64 GUT 304.61 GUT 305.15 GUT 305.07 SW 305.10 SW 305.18 SW 306.49 GUT 306.46 GUT 306.54 SW 306.57 SW 308.00 GUT 307.99 SW 308.23 GUT 308.22 4. 5 0 % 4. 5 0 % 2. 5 0 % 30 5 . 3 2 TC 30 6 . 0 5 TC 2. 5 0 % 2. 5 0 % 0. 0 0 % 30 4 . 7 0 TC 30 5 . 0 7 TC 30 4 . 0 8 TC 2. 5 0 % SW 308.29 SW 306.48 SW 306.40 STA=19+20.41 ELEV=305.89 STA=18+95.41 ELEV=305.27 STA=19+98.41 ELEV=305.89 STA=20+23.41 ELEV=305.39SW BEEMER LANE 1.5% 1.5% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 4. 5 % 0.5% 1.5% 1. 5 % 1.5% 1. 5 % 1. 5 % 4. 5 % 1.5% 1.5% 1.5% 1.5% 1 . 5 % 4 . 5 % 1 . 5 % 1.5% 1. 5 % 1.5% 4. 5 % 1. 2 % 1. 2 % 1.2% 1. 5 % 3. 0 % 1.5% 1. 5 % 1.5% 6.00' 15.00'15.00' 5.00' 5.00' 5.00'5.00' 5.00' STA=18+70.41 ELEV=304.65 STA=18+45.41 ELEV=304.03 STA=20+48.41 ELEV=304.89 STA=20+73.41 ELEV=304.39 306.74 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 3.64% 1.32% 3.00% 1.00% PC 30 5 . 6 5 ( H P ) PT 30 6 . 9 6 PT ( H P ) 30 5 . 7 4 PC 308.88 PC 30 6 . 8 7 PT 308.78 2.4% 1. 5 % 1. 5 % 7. 5 % 7.5% SW 304.79 7. 5 % 1.5% 1.5% 1. 5 % 7.5% 1.5% 7. 5 % 4.1% 1 . 5 % 1 . 5 % 1.5% 7. 1 % 1 . 5 % 4.4% 0.5% 1.5% CURB RETURN TABLE CURVE C3 C4 C5 C6 LENGTH 39.27' 39.27' 39.27' 39.27' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" CHORD 35.36' 35.36' 35.36' 35.36' BEARING S44°54'00"E N45°06'00"E S44°54'00"E N45°06'00"E START STATION END STATION 19+98.41, 14.00' L (BEEMER)31+58.75, 14.00' R (165TH N) 30+80.74, 14.00' R (165TH N)19+98.41, 14.00' R (BEEMER) 30+78.75, 14.00' L (165TH N) 31+60.75, 14.00' L (165TH N) 19+20.41, 16.00' R (BEEMER) 19+20.41, 16.00' L (BEEMER) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 - C R 3 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 2 A p r 0 8 , 2 0 2 2 - 5 : 1 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 165TH AVE & SW BEEMER LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR2 SW LEAF LANE SW 315.62 SW 315.55 SW 315.39 SW 315.46 SW 316.47 SW 316.21 SW 316.32 SW 315.52 SW 315.59 7. 1 % 2.5% 1.5% 2.6% 11+00 45+00 46 + 0 0 PC 31 5 . 7 4 ( H P ) 1/ 4 31 5 . 5 8 1/2 315 . 4 3 3/4 315.1 8 PT 314.60 PC 314.21 1/4 314.0 71/ 2 31 3 . 9 3 3 / 4 3 1 3 . 7 8 P R C 3 1 3 . 6 4 1 / 4 3 1 3 . 4 8 1/ 2 31 3 . 3 1 3/4 313.1 5 PT 312.99 3 / 4 3 1 6 . 8 8 1/ 2 31 7 . 3 0 1/4 317.87 PC 318.44 4. 5 0 % 4. 5 0 % 2. 5 0 % 31 5 . 2 4 TC 31 5 . 8 7 TC 2. 5 0 % 2. 5 0 % 0. 0 0 % 31 4 . 3 6 TC 31 4 . 6 8 TC 31 3 . 1 8 TC 2. 5 0 % GUT 316.10 GUT 316.29 SW 316.13 SW 316.32 SW 316.04 SW 315.96 GUT 314.98 SW 315.01 GUT 315.14 SW 315.17 GUT 314.83 GUT 314.58 SW 314.85 SW 314.61 SW 315.11 SW 315.03SW 315.10 SW 315.19 5.0% 1 . 5 % 6.5% PC 311.93 1/4 311.981/2 312.0 3 3/4 312. 0 8 PRC 312 . 1 3 1/4 312. 3 4 1/2 312.5 43/4 312.75 PT 312.96 SW 314.86 SW 314.93 2 . 7 % GUT 315.77 GUT 315.46 SW 316.23 SW 316.00 GUT 314.69 GUT 314.49 SW 314.71 SW 314.47 SW 315.05 SW 314.98 SW 315.07 SW 315.14 4.1%1. 5 % SW 314.16 SW 314.25 SW 316.29 SW 316.38 GUT 314.84 GUT 314.53 SW 315.30 SW 315.07 0.4% S W R I V E R T E R R A C E B O U L E V A R D C7 C8 C9 C10 C11 C12 1.5% 1 . 5 % 1. 5 % 1.3% 1.3% 1. 5 % 1. 5 % 1 . 2 % 1.2% 1.2% 1.3% 4 . 5 % 4. 5 % 4. 5 % 4. 5 % 4. 5 % 1. 5 % 1.5% 5. 5 % 8. 3 % 1.5% 1.5% 1. 5 % 7. 5 % 1.5% 6.24' 5.00' 15.00' 15.00' STA=10+49.53 ELEV=315.72 STA=10+74.54 ELEV=315.14 STA=10+99.53 ELEV=314.26 STA=11+24.53 ELEV=313.08 316.82 2.8% 2 . 4 2 % 3.98% 1.32% 7. 7 7 % SW 316.51 SW 317.35 SW 318.04 SW 318.21 SW 318.88 SW 316.49 11.2 1 ' 1 5 . 3 0 ' 2 . 2 9 ' 8 . 9 2 ' 1 . 6 % 7.5% 4 . 5 % 7 . 5 % 5.7% 317.53 318.61 1.5% 2. 5 % 318.81 TC 318.31 GUT 2 . 3 % 0.0% 1.5 % CURB RETURN TABLE CURVE C7 C8 C9 C10 C11 C12 LENGTH 46.78' 38.59' 8.21' 8.07' 6.31' 6.31' RADIUS 25.00' 25.00' 7.50' 7.50' 7.50' 7.50' DELTA 107°13'01" 88°26'28" 62°44'08" 61°37'51" 48°11'23" 48°11'23" CHORD 40.25' 34.87' 7.81' 7.68' 6.12' 6.12' BEARING S36°29'29"W S45°40'46"E S30°21'47"W S30°54'56"W N23°59'41"W N23°59'41"W START STATION END STATION 45+01.23, 20.14' R (RIVER TERRACE old)10+49.53, 14.00' R (LEAF) 10+40.94, 14.00' L (LEAF)45+88.89, 18.00' R (RIVER TERRACE old) 46+01.40, 22.03' R (RIVER TERRACE old) 46+01.40, 22.03' R (RIVER TERRACE old) 45+94.52, 18.00' R (RIVER TERRACE old) 46+08.21, 26.00' R (RIVER TERRACE old) 46+15.88, 23.50' L (RIVER TERRACE old) 46+15.88, 23.50' L (RIVER TERRACE old) 46+21.47, 26.00' L (RIVER TERRACE old) 46+10.29, 21.00' L (RIVER TERRACE old) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 1 - C R 3 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 3 A p r 0 8 , 2 0 2 2 - 5 : 1 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW RIVER TERRACE BLVD & SW LEAF LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR3 SW 298.54 SW 298.44 SW 297.03 SW 297.06 SW 296.08 SW BEEMER LANE SW 297.16 SW 297.13 SW 296.43 SW 296.36 SW 298.34 SW 298.16 SW 298.26 SW 298.09 SW 298.91 SW 299.00 SW 298.93 SW 298.84 SW 298.52 SW 298.62 SW 296.86 SW 296.81 SW 296.89 SW 296.94 SW 296.86 SW 297.02 SW 296.96 SW 296.81 SW 299.12 SW 299.04 SW 296.98 SW 296.91 SW 296.01 SW 295.31 SW 295.40 SW 297.14 SW 297.21 SW 301.07 SW 301.00 SW 298.07 SW 298.00 SW 301.15 SW 301.24 SW 298.19 SW 298.27 7.5% 5.7% 5. 0 % 7. 5 % 5. 3 % 7. 5 % 7 . 5 % 15 % 1.8% 2.9 % 10 . 0 % 2.0% 7 . 2 % 4. 7 % 14+00 15+00 16+00 48+00 SW 299.11 SW 299.03 GUT 299.75 GUT 299.52 GUT 297.86 GUT 297.68 GUT 296.40 GUT 296.54 GUT 295.81 GUT 295.65 GUT 295.65 GUT 295.77 GUT 296.48 SW 296.29 SW 296.36 GUT 296.40 PT 294.8 9 3/ 4 29 5 . 0 1 1/2 295.13 1/4 295. 2 5 PR C 29 5 . 3 7 3/ 4 29 5 . 4 8 1 / 2 2 9 5 . 6 0 1/4 295.7 2 PC 295.84 PT 296.15 3/4 296.46 1/ 2 29 6 . 7 7 1/ 4 29 7 . 0 8 ( H P ) PC 29 6 . 9 7 PT 29 8 . 2 8 3 / 4 2 9 8 . 4 3 1 / 2 2 9 9 . 1 2 1/4 299 . 8 1 PC 300.25 PT 300.56 3/4 300.631/2 300. 7 0 1/4 300 . 7 7 PRC 300. 8 4 3/4 300.9 1 1/2 300 . 9 8 1/4 301. 0 5PC 301.12 PT 301.12 3/4 301.0 51/ 2 30 0 . 9 8 1 / 4 3 0 0 . 9 1 P R C 3 0 0 . 8 4 3 / 4 3 0 0 . 7 7 1/ 2 30 0 . 7 0 1/4 300. 6 3 PC 300.56 PT 300.25 3/4 299.81 1/ 4 29 8 . 4 4 1/ 2 299 . 1 2 PC 29 8 . 2 9 PC 294.89 1/4 295.011/2 295. 1 3 3/4 295 . 2 5 PRC 295 . 3 6 1/4 295 . 4 8 1/2 295. 6 03/4 295.72 PT 295.84 PC 296.15 1/4 296 . 3 8 1 / 2 2 9 6 . 6 1 3 / 4 2 9 6 . 8 3 PT 29 6 . 9 8 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 297.79 GUT GUT 297.87 SW 299.53 GUT 299.75 7.5% 2. 5 0 % 4. 5 0 % GUT 299.52 SW 299.76 1 . 5 % 1. 5 % 3.7% STA=15+27.41 ELEV=297.22 STA=15+52.41 ELEV=297.06 STA=15+77.41 ELEV=297.37 STA=16+02.41 ELEV=297.98 29 7 . 1 1 TC 29 7 . 4 2 TC 29 8 . 0 3 TC 29 7 . 8 7 TC 29 7 . 7 5 TC 4. 5 0 % 2. 2 0 % 0. 7 0 % 2. 5 0 % 2. 5 0 % 4.5% 1.5% 1.5% 1.5% 1. 5 % 1.5% 4 . 5 % 2.5% 1.5% 7. 5 % 2. 3 % 4. 5 0 % STA=14+41.41 ELEV=297.21 4. 5 0 % STA=14+16.41 ELEV=296.63 29 6 . 6 8 TC 29 7 . 4 1 TC 2. 5 0 % 2. 5 0 % 2. 5 0 % STA=13+91.41 ELEV=295.81 29 5 . 8 6 TC 29 6 . 2 3 TC 0. 0 0 % STA=13+66.41 ELEV=294.97 29 5 . 0 2 TC 2. 5 0 % 1 . 0 % 1.2% 3. 2 % 1.5% 2.5%2.5% 2.5% 1.5% 13 % 7.5 % 4. 5 % SW R I V E R T E R R A C E B O U L E V A R D 298.20 6. 1 8 % 6. 1 8 % 2.16% 0.52% 5. 9 7 % 5. 9 7 % 4.21% 1.16% 1 . 5 % 1. 5 % 5.9% 7.5%0.5% 1. 5 % 1. 5 % 1.5% 1. 5 % 6. 0 % 1. 5 % 1. 5 % 1.5% 1.5% 1 . 5 % SW 299.76 SW 299.53 6.9% 1. 3 % 1.3% 1. 0 % 1.5% 1.5 % 1.5% 0 . 5 % 1.5% 7. 5 % 7.4% 1 . 5 % 1. 5 % 6. 1 % 1.3% 1. 0 % 1. 0 % 1.3% 1.5% 1 . 4 % 1.5%6.4% 1.5% 15.00' 5.88' 6.12' 6.00' 15.00' 6.73' 6.74' 15.00' 0.64%0.50% CURB RETURN TABLE CURVE C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 LENGTH 8.14' 8.14' 39.27' 39.27' 8.14' 8.14' 8.14' 8.14' 39.27' 39.27' 8.14' 8.14' RADIUS 7.50' 7.50' 25.00' 25.00' 7.50' 7.50' 7.50' 7.50' 25.00' 25.00' 7.50' 7.50' DELTA 62°10'55" 62°10'55" 90°00'00" 90°00'00" 62°10'55" 62°10'55" 62°10'55" 62°10'55" 90°00'00" 90°00'00" 62°10'55" 62°10'55" CHORD 7.75' 7.75' 35.36' 35.36' 7.75' 7.75' 7.75' 7.75' 35.36' 35.36' 7.75' 7.75' BEARING N30°59'27"W N30°59'27"W S45°06'00"W S44°54'00"E S31°11'27"W S31°11'27"W N30°59'27"W N30°59'27"W N45°06'00"E S44°54'00"E N31°11'27"E N31°11'27"E START STATION END STATION 15+27.41, 16.00' L (BEEMER)47+78.06, 18.00' L (RIVER TERRACE) 47+72.06, 18.00' L (RIVER TERRACE) 47+65.43, 22.00' L (RIVER TERRACE) 47+65.43, 22.00' L (RIVER TERRACE) 47+58.80, 26.00' L (RIVER TERRACE) 15+27.41, 16.00' R (BEEMER)48+60.06, 18.00' L (RIVER TERRACE) 48+66.06, 18.00' L (RIVER TERRACE) 48+79.33, 26.00' L (RIVER TERRACE) 48+72.69, 22.00' L (RIVER TERRACE) 48+72.69, 22.00' L (RIVER TERRACE) 48+79.33, 26.00' R (RIVER TERRACE)48+72.69, 22.00' R (RIVER TERRACE) 48+72.69, 22.00' R (RIVER TERRACE)48+66.06, 18.00' R (RIVER TERRACE) 48+60.06, 18.00' R (RIVER TERRACE)14+41.41, 16.00' R (BEEMER) 14+41.41, 16.00' L (BEEMER)47+78.06, 18.00' R (RIVER TERRACE) 47+72.06, 18.00' R (RIVER TERRACE)47+65.43, 22.00' R (RIVER TERRACE) 47+65.43, 22.00' R (RIVER TERRACE)47+58.80, 26.00' R (RIVER TERRACE) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 4 - C R 6 ) C U R B R E T U R N - P D M o d . d w g - S H E E T : C R 4 A p r 0 8 , 2 0 2 2 - 5 : 1 1 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW RIVER TERRACE BLVD & SW BEEMER LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR4 SW 283.31 SW 283.26 SW 169TH AVENUE SW BEEMER LANE SW 284.04 SW 284.11 SW 284.18 SW 284.10 SW 283.33 SW 283.38 SW 281.90 SW 281.97 SW 284.81 SW 284.87 SW 284.92 SW 284.87 0+00 1 + 0 0 1 + 3 9 0 + 0 0 1+00 1+40 SW 283.35 SW 284.42 SW 284.31 SW 284.38 5. 7 % 7. 5 % 4.2% 0.8% 7.5 % 5.4% 17+00 18 + 0 0 (L P ) P C 28 4 . 1 3 1/ 4 28 4 . 2 8 1/ 2 28 4 . 8 5 3/4 285.43 PT 285.97 PT 28 4 . 1 5 3 / 4 2 8 4 . 0 0 1 / 2 2 8 3 . 2 7 1/4 282 . 5 3 PC 281.80 C25 C26 285.34TC 2.50%2.50% 2.50% 286.58TC 286.90TC 0.00% 287.82TC 2.50% 2.50% 281.17TC 279.52TC 277.56TC 279.84TC 2.50% 0.00% 2.50% 2.50% STA=18+13.51 ELEV=277.46 STA=17+88.51 ELEV=279.42 STA=17+63.51 ELEV=281.07 STA=16+81.50 ELEV=285.24 STA=16+56.50 ELEV=286.48 STA=16+31.50 ELEV=287.72 1.5% GUT 283.63GUT 283.71 1 . 5 % SW 284.76 SW 284.84 SW 284.81 SW 284.73 GUT 285.18 GUT 284.95 SW 284.96 7.5% SW 286.46 SW 286.53 11 . 3 % SW 285.19 7. 5 % 4. 9 % 1.5% 4 . 5 % GUT 284.64 GUT 284.40 SW 285.67 SW 285.60 10 . 7 % SW 284.78 SW 284.71 1. 5 % 283.24 1. 5 % 1.5% 1. 0 % 5. 8 % 1.5% GUT 283.65 SW 283.66GUT 283.57 SW 283.58 1. 5 % 7.5%1. 2 % 1. 0 % 1.2% 1.5% 1.5% 4.0% 0.5%1 . 5 % 1.5% 1.5 % 1.5% 1. 5 % 6. 9 % 1.2% 1. 5 % 7.00' 6.00' 15.00' 5.00' 5.00' CURB RETURN TABLE CURVE C25 C26 LENGTH 39.53' 39.01' RADIUS 25.00' 25.00' DELTA 90°35'25" 89°24'35" CHORD 35.54' 35.17' BEARING N44°48'17"E S45°11'43"E START STATION END STATION 10+38.58, 16.00' L (BEEMER)16+81.50, 14.00' L (169TH N) 17+63.51, 14.00' L (169TH N)10+39.42, 16.00' R (BEEMER) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 4 - C R 6 ) C U R B R E T U R N - P D M o d . d w g - S H E E T : C R 5 A p r 0 8 , 2 0 2 2 - 5 : 1 1 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 169TH AVE & SW BEEMER LN SCALE: 1" = 10'1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR5 SW 279.02 SW 279.08 SW 280.35 SW 280.53 SW 280.45 SW 280.27 SW 278.74 SW 278.80 SW 278.94 SW 278.88 SW 281.05 SW 281.14 SW 281.12 SW 282.21 SW 280.73 SW 280.63 SW 280.81 SW 279.09 SW 278.89 SW 278.95 SW 278.90 SW 278.84 SW 278.54 SW 278.47 SW 283.43 SW 283.52 SW 280.50 SW 280.43 SW 280.71 SW 281.95 SW 282.02 SW 280.28 SW 280.20 SW 279.56 SW 279.63 SW 278.60 SW 278.51 SW 279.14 SW 279.19 SW 279.26 1. 0 % 7. 5 % 5. 3 % 6.0% 1.4% 5.8%7.4% 3.1% 15 % 1.3 % 24+00 25+00 51+00 SW 281.92 SW 281.99 SW 278.40 SW 278.46 SW 278.28 SW 278.21 PC 277.61 1/4 277.721/2 277.8 3 3/4 277 . 9 4 PRC 27 8 . 0 5 1/4 278. 1 6 1/2 278.2 8 3/4 278.39 PT 278.50 PC 278.78 1/ 4 27 8 . 9 4 1 / 2 2 7 9 . 1 1 3 / 4 2 7 9 . 2 7 PT 27 9 . 3 3 1/ 4 27 9 . 1 9 1/2 278 . 8 9 3/4 278.60 PT 278.30 PC 278.01 1/4 277. 9 0 1 / 2 2 7 7 . 7 9 3 / 4 2 7 7 . 6 8 PR C 27 7 . 5 6 1/4 277. 4 5 1/2 277.343/ 4 27 7 . 2 2 PT 277. 1 1 PT 28 0 . 5 4 3 / 4 2 8 1 . 0 0 1 / 2 2 8 1 . 4 6 1/4 281 . 9 2 PC 282.38 PT 282.65 1/2 282. 7 9PRC 282. 9 3 1/2 283.06 PC 283.20 PC 28 0 . 4 8 1/ 4 28 0 . 6 3 1/2 281 . 3 6 PT 282.55 3/4 282.09 PC 282.86 1/ 2 28 3 . 0 0 P R C 2 8 3 . 1 3 1/ 2 28 3 . 2 7 PT 283.41 3/4 283.3 4 1 / 4 2 8 3 . 2 0 3 / 4 2 8 3 . 0 7 1/4 282.9 3 1/4 283.1 3 3/4 282.99 1/4 282 . 8 6 3/4 282.72 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 1.5% GUT 280.06 GUT 279.98 7. 5 % 1. 5 % 1 . 5 % 1.5% 7 . 5 % 1.5% 1 . 5 % 1.5% 1 . 5 % 1 . 5 % 4.4% 6.2% SW 281.83 GUT 282.05 GUT 281.82 SW 282.06 GUT 278.83 GUT 278.86 1. 5 % 3. 7 % 2. 3 % 1.0% 1 . 0 % 1.0% 1.0 % 1. 0 % 1. 0 % 1.0% 5.4% 4.2% 1. 0 % 6. 0 % 1.5% GUT 278.24 GUT 278.00GUT 277.80 GUT 277.94 GUT 278.69 GUT 278.84 27 9 . 3 4 ( H P ) 7.5% 1 . 5 % 1.5% 3. 8 % 1.5% 3 . 6 % 1.5% 1. 0 % 1.1%1. 0 % 1 . 5 % 1.5% 1. 0 % 1. 5 % GUT 282.11 GUT 281.88 GUT 280.04 GUT 279.86 SW 283.27 SW 283.20 7. 5 % 1. 5 % 1.5% 1 . 5 % 1. 5 % 1. 5 % 0.5% 1. 5 % 0.5% 1.4% 9%1.5% SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D 280.50 1.5% STA=23+90.96 ELEV=279.434. 5 0 % 4. 5 0 % STA=23+65.96 ELEV=278.862. 5 0 % 2. 5 0 % 27 9 . 5 9 TC 27 8 . 9 6 TC STA=23+40.96 ELEV=278.002. 5 0 % 27 8 . 4 2 TC 27 8 . 1 0 TC 0. 0 0 % 2. 5 0 % STA=23+15.96 ELEV=276.97 27 7 . 0 7 TC STA=24+83.70 ELEV=279.50 STA=25+08.70 ELEV=279.40 STA=25+33.70 ELEV=279.62 STA=25+58.70 ELEV=279.884. 5 0 % 4. 5 0 % 2. 5 0 % 2. 5 0 % 2. 5 0 % 27 9 . 9 3 TC 27 9 . 5 0 TC 27 9 . 9 6 TC 27 9 . 7 2 TC 27 9 . 9 8 TC (G B ) T C 27 9 . 1 9 (G B ) T C 28 0 . 3 6 PC 27 9 . 2 8 5. 9 8 % 6. 2 1 % 5. 7 3 % 5. 2 8 % 1.28%0.50% 2.54% 1.5% 4 . 5 % 0.5% 4. 9 % 2 . 8 % 1.3% 1.5% 3.92% 4. 5 % 2.5% 2.5% 2.5%2.5% 14.00' 5.00' 8.00' 5.00' 5.00' 6.60' 6.74' 15.00' S D 27 9 . 9 2 TC 0.50%0.50% 0. 9 0 % 0. 5 0 % CURB RETURN TABLE CURVE C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 LENGTH 8.10' 8.18' 38.01' 42.04' 8.07' 8.21' 8.07' 8.21' 36.48' 40.44' 8.10' 8.18' RADIUS 7.50' 7.50' 25.00' 25.00' 7.50' 7.50' 7.50' 7.50' 25.00' 25.00' 7.50' 7.50' DELTA 61°50'58" 62°30'55" 87°07'13" 96°21'04" 61°39'50" 62°42'08" 61°37'51" 62°44'08" 83°36'39" 92°40'28" 61°51'43" 62°30'10" CHORD 7.71' 7.78' 34.46' 37.26' 7.69' 7.80' 7.68' 7.81' 33.33' 36.17' 7.71' 7.78' BEARING S28°54'38"E S28°34'40"E S46°32'23"W S41°43'28"E S36°48'39"W S36°17'30"W S25°09'07"E S24°35'58"E N48°17'41"E S43°33'46"E N33°24'52"E N33°05'38"E START STATION END STATION 50+30.63, 26.00' R (RIVER TERRACE)50+37.37, 22.02' R (RIVER TERRACE) 50+44.15, 18.00' R (RIVER TERRACE)50+37.37, 22.02' R (RIVER TERRACE) 50+50.25, 18.00' R (RIVER TERRACE)23+97.60, 14.00' L (COLORADO) 23+90.96, 14.00' R (COLORADO)51+31.15, 18.00' R (RIVER TERRACE) 51+37.00, 18.00' R (RIVER TERRACE)51+43.40, 21.97' R (RIVER TERRACE) 51+43.40, 21.97' R (RIVER TERRACE)51+49.87, 26.00' R (RIVER TERRACE) 51+40.91, 26.00' L (RIVER TERRACE)51+34.10, 22.03' L (RIVER TERRACE) 51+34.10, 22.03' L (RIVER TERRACE)51+27.22, 18.00' L (RIVER TERRACE) 51+21.55, 18.00' L (RIVER TERRACE)24+77.52, 14.00' R (COLORADO) 24+83.70, 14.00' L (COLORADO)50+46.07, 18.00' L (RIVER TERRACE) 50+40.17, 18.00' L (RIVER TERRACE)50+33.68, 21.98' L (RIVER TERRACE) 50+33.68, 21.98' L (RIVER TERRACE)50+27.15, 26.00' L (RIVER TERRACE) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 4 - C R 6 ) C U R B R E T U R N - P D M o d . d w g - S H E E T : C R 6 A p r 0 8 , 2 0 2 2 - 5 : 1 1 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW RIVER TERRACE BLVD & SW COLORADO LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR6 28+14 29 + 0 0 28+00 28 + 5 8 PT 28 5 . 5 4 3/4 285 . 4 5 1/2 285.3 6 1/4 285.27 PRC 285.18 3/ 4 28 4 . 5 8 1 / 2 2 8 3 . 9 7 1/ 4 28 3 . 3 7 PRC 282 . 7 7 3/4 282 . 6 2 1/ 2 28 2 . 4 7 1/ 4 28 2 . 3 3 PC 28 2 . 1 8 C43 C44 C45 SW COLORADO LANE SW 1 6 5 T H A V E N U E S D 52 + 0 0 PC 273.26 1/2 272.95 PRC 272 . 6 5 1/2 272.41 PC 272.18 PC 272.24 1/2 273. 0 8 P R C 2 7 2 . 7 4 PT 273.42 1/2 272. 4 9 C39 C40 C41 C42 SW R I V E R T E R R A C E B O U L E V A R D CURB RETURN TABLE CURVE C39 C40 C41 C42 LENGTH 24.69' 18.68' 24.98' 18.65' RADIUS 37.50' 26.57' 37.50' 28.00' DELTA 37°43'30" 40°16'56" 38°09'46" 38°09'46" CHORD 24.25' 18.30' 24.52' 18.31' BEARING S19°10'28"E N18°58'07"W N19°10'53"E S19°10'53"W START STATION END STATION 52+52.56, 12.00' L (RIVER TERRACE old) 52+12.08, 26.00' L (RIVER TERRACE old) 52+35.25, 17.98' L (RIVER TERRACE old) 52+35.25, 17.98' L (RIVER TERRACE old) 52+55.32, 12.00' R (RIVER TERRACE old)52+38.03, 17.98' R (RIVER TERRACE old) 52+38.03, 17.98' R (RIVER TERRACE old)52+15.14, 25.98' R (RIVER TERRACE old) CURB RETURN TABLE CURVE C43 C44 C45 LENGTH 21.42' 87.90' 13.07' RADIUS 25.00' 36.00' 25.00' DELTA 49°05'49" 139°53'25" 29°56'36" CHORD 20.77' 67.63' 12.92' BEARING S65°21'05"E N69°15'07"E N14°16'42"E START STATION END STATION 27+76.62, 14.00' R (COLORADO) 27+95.52, 22.63' R (COLORADO) 27+95.52, 22.63' R (COLORADO) 28+57.32, 14.00' R (165TH N) 28+48.70, 18.72' R (165TH N) 28+48.70, 18.72' R (165TH N) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 7 - C R 9 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 7 A p r 0 8 , 2 0 2 2 - 5 : 1 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 165TH AVE & SW COLORADO LN SCALE: 1" = 10' CURB RETURN SW RIVER TERRACE BLVD SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR7 7.5 % S C 11+00 56+00 PC 29 1 . 3 2 1/ 4 29 1 . 2 0 1/2 291 . 0 5 3/4 290. 9 0 PT 290.75 PC 294.23 1/4 293.9 8 1 / 2 2 9 3 . 7 0 3 / 4 2 9 2 . 9 4 PT 29 1 . 9 8 C46 C47 4. 5 0 % 4. 5 0 % 2. 5 0 % STA=10+53.75 ELEV=291.00 SW DARLING LANE S W R I V E R T E R R A C E B O U L E V A R D 29 1 . 1 6 TC 29 1 . 6 8 TC 29 2 . 6 5 TC 29 1 . 7 9 ( L P ) TC 29 2 . 0 0 TC STA=10+78.75 ELEV=291.06 STA=11+03.75 ELEV=291.58 STA=11+28.75 ELEV=292.55 2. 5 0 % 2. 5 0 % 2. 5 0 % 0. 0 0 % FUTURE PHASE 2 DEVELOPMENT TC 29 0 . 8 5 ( L P ) ELEV=292.02 GUT 290.74 SW 291.20 SW 291.28 SW 291.20 SW 291.12 1.5% GUT 290.82 7. 5 % 6. 9 % 1.5% 1. 5 % SW 291.16 SW 291.24 1. 5 % 0.7% 5.00' SW 291.42 SW 291.34 2.8% 1. 5 % 5.00' 5.00' 5.00' 1. 5 % 1.5 % TC 293.16 GUT 293.16 GUT 293.24 SW 293.06 SW 293.61 SW 293.53 SW 293.14 GUT 293.63 GUT 293.71 6.00' 0.0% 1.5% SW 295.24 SW 295.16 8 . 9 % 6.00' 1.5% 15.00' 5.50' 5.50' SW 292.00 SW 291.92 SW 292.07 SW 294.01 GUT 293.56 GUT 293.78 SW 294.09 TC 293.86 TC 294.43 SW 294.16 SW 294.08 1.0%5.2% 7.5% 1 . 5 % 4 . 5 % 1 . 5 % 1.1% TC 294.71 12.50' SW 294.90 9 . 6 % 5 . 3 % 12.50' TC 293.58 5 . 3 % 4 . 0 % SW 293.77 1.5% 1.5% 6.00' 5.00' 1/4 293.9 8 1 / 2 2 9 3 . 7 0 3 / 4 2 9 2 . 9 4 PT 29 1 . 9 8 1. 5 % 1.5% 4. 5 % 1.5 % 1. 5 % 1. 5 % 7.5% 292.97 SW 291.84 0.0% 5.4% 1 . 5 % SW 293.30 SW 293.48 3. 7 % RAMP CURB UP TO 6" WITHIN 3' FROM LANDING. CURB TO HAVE EXPOSURE ON BOTH SIDES VARIABLE CURB HEIGHT ZERO EXPOSURE ON SIDEWALK SIDE CURB RETURN TABLE CURVE C46 C47 LENGTH 30.88' 42.25' RADIUS 25.00' 25.00' DELTA 70°46'44" 96°50'15" CHORD 28.96' 37.40' BEARING S55°03'37"E S41°07'53"W START STATION END STATION 56+35.78, 20.00' L (RIVER TERRACE old)10+53.75, 14.00' R (DARLING) 55+62.10, 12.00' L (RIVER TERRACE old)10+25.76, 14.00' L (DARLING) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 7 - C R 9 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 8 A p r 0 8 , 2 0 2 2 - 5 : 1 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW RIVER TERRACE BLVD & SW DARLING LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR8 S C S D S D 17 + 0 0 14+00 PC 304.00 1/4 304 . 3 1 1 / 2 3 0 4 . 6 2 3 / 4 3 0 4 . 9 2 PT 30 5 . 0 7 PC 30 6 . 2 0 1/ 4 30 6 . 5 3 1/2 307 . 0 5 3/4 307.5 7 PT 308.05 C48 C49 SW DARLING LANE SW 1 6 5 T H A V E N U E 30 2 . 6 5 TC 30 5 . 3 2 TC 30 4 . 6 9 TC 30 3 . 7 5 TC STA=13+57.03 ELEV=302.55 STA=13+82.03 ELEV=303.65 STA=14+07.03 ELEV=304.59 STA=14+32.03 ELEV=305.22 2. 5 0 % 4. 5 0 % 4. 5 0 % 2. 5 0 % 2. 5 0 % 2. 5 0 % 0. 0 0 % TC 30 4 . 0 7 GUT 307.55 1.5%SW 307.27 SW 307.17 SW 306.23 SW 306.18 SW 306.11 SW 306.18 GUT 305.70 GUT 305.78 GUT 307.32 4.2% 7. 5 % 1.5% 7 . 5 % SW 307.33 SW 307.56 SW 307.12 SW 307.19 SW 306.13 0.5% FUTURE PHASE 2 DEVELOPMENT GUT 304.57 GUT 304.49 SW 304.94 SW 305.02 SW 304.97 SW 304.89 6. 7 % SW 304.99 0.6% SW 303.91 7.5 % 1. 5 % 4. 5 % GUT 307.55 GUT 307.33 4 . 5 % SW 307.74 SW 307.82 SW 307.90 SW 307.827.5% SW 307.66 SW 307.74 3. 3 % SW 308.90 SW 308.98 7. 2 % 1 . 5 % GUT 303.65 5.00' GUT 303.50 SW 303.99 ELEV=306.00 7.5%1.5% 1. 5 % 1. 5 % 3. 1 3 % SW 304.07 1. 5 % 1.5% 7. 5 % SW 304.92 1.5% 7.5% SW 303.99 GUT 303.50 GUT 303.73 4. 5 % SW 303.99 SW 304.07 SW 303.99 SW 303.91 7.5%1.5% 1. 5 % SW 302.94SW 303.02 1.5% 6. 5 % 15.00' SW 305.00 SW 305.08 10 . 3 % 5.2% SW 302.94 SW 303.02 6. 5 % 1.5% 1.5% 1. 5 % 4.5% 1.5% 1.5% 15.00' 5.00' 7.5% SW 308.98 SW 308.90 1.5% 11 . 4 % 15.00' 7. 0 % 1. 5 % SW 306.21 1. 5 % 1.5% 5.00' 15.00' 9.84' 5.00' 5.00' 5.00' 5.00' S D S D CURB RETURN TABLE CURVE C48 C49 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 N45°26'59"W START STATION END STATION 14+32.03, 14.00' R (DARLING) 14+32.03, 14.00' L (DARLING)17+16.70, 14.00' L (165TH S) 16+38.70, 14.00' L (165TH S) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 7 - C R 9 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 9 A p r 0 8 , 2 0 2 2 - 5 : 1 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 165TH AVE & SW DARLING LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR9 X X X X X 18 + 0 0 19+00 19+33 17 + 8 5 18 + 0 0 19+00 1/4 293 . 0 9 1 / 2 2 8 9 . 9 4 3 / 4 2 8 8 . 9 7 PT 29 0 . 2 0 PC 296.88 C50 C51 PC 294.08 1/4 291 . 8 0 1 / 2 2 8 9 . 7 2 3 / 4 2 8 8 . 6 6 PT 28 8 . 9 7 L P 2 8 8 . 9 7 L P 2 8 8 . 6 3 PT 29 0 . 2 0 2. 5 0 % 2. 5 0 % PC 296.88 2.50%2.50% SW 1 6 5 T H A V E N U E SW KESSLER LANE S D CURB RETURN TABLE CURVE C50 C51 LENGTH 126.43' 124.85' RADIUS 80.00' 79.00' DELTA 90°32'59" 90°32'59" CHORD 113.68' 112.26' BEARING S44°49'30"W N44°49'30"E START STATION END STATION 18+09.62, 17.90' L (165TH S) 17+84.74, 14.00' R (165TH S)19+33.29, 14.00' R (KESSLER) 19+08.41, 17.90' L (KESSLER) N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( C R 7 - C R 9 ) C U R B R E T U R N - P D M O D . d w g - S H E E T : C R 1 0 A p r 0 8 , 2 0 2 2 - 5 : 1 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RETURN SW 165TH AVE & SW DARLING LN SCALE: 1" = 10' 1 INCH = 10 FEET SCALE 010 5 10 CURB RETURNS CR10 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P D M o d . d w g - S H E E T : D 2 . 0 1 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 PAVEMENT SECTION NOT TO SCALE2 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 10" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 8"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 LOCAL STREET 7" LEVEL 2, 1/2" DENSE GRADED HMAC - THREE LIFTS COMPACTED TO 92% OF MAMD NEIGHBORHOOD COLLECTOR PAVEMENT SECTION NOT TO SCALE1 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 10" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 8"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 3-1/2" LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF MAMD 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. 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. STREET DETAILS D2.01 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P D M o d . d w g - S H E E T : D 2 . 0 2 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STREET DETAILS D2.02 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.) 5' 5' OPTIONAL PARALLEL RAMP AS NEEDED PC PEDESTRIAN CROSSWALK LANDING 5' X 5' MIN. 2 % M A X . 2 % M A X . PEDESTRIAN CROSSWALK STREET DETAILS D2.03N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 2 . 0 1 ) S T R E E T D E T A I L S - P D M o d . d w g - S H E E T : D 2 . 0 3 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 CURB RAMP NOT TO SCALE 1REMOVABLE BOLLARD NOT TO SCALE 2 215 220 230 240 250 260 270 280 290 300 215 220 230 240 250 260 270 280 290 300 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+75 10.70 LF 24" (PVC ASTM F679) @ S=0.1055 143.26 LF 24" (PVC ASTM F679) @ S=0.0220 283.47 LF 24" (PVC ASTM F679) @ S=0.0041 65.12 LF 12" (PVC) @ S=0.0115 305.04 LF 12" (PVC) @ S=0.0093 43.89 LF 12" (PVC) @ S=0.0638 119.33 LF 12" (PVC) @ S=0.0964 76.83 LF 12" (PVC) @ S=0.0768 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 8" WT/24" SD 3.52' CLR 18" WT/12" SD 2.47' CLR 16" WT/12" SD 2.26' CLR 24" SD/8" SS 0.50' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING 7.40 LF 24" (PVC ASTM F679) @ S=0.0200 54.56 LF 24" (PVC ASTM F679) @ S=0.0682 STORM LATERAL, TYP 24" SD/4" SD 0.48' CLR SANITARY LATERAL, TYP OU T F A L L - 1 ST A = 2 0 + 1 1 . 8 4 , 6 9 . 0 2 ' R (C O L O R A D O ) 24 " I E I N = 2 4 9 . 0 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 ) RI M = 2 5 1 . 5 6 SD M H 1 A F S ST A = 2 0 + 0 7 . 7 2 , 1 4 . 8 4 ' R (C O L O R A D O ) 24 " I E I N = 2 5 2 . 9 2 ( N ) 24 " I E O U T = 2 5 2 . 7 2 ( S ) 10 " I E O U T = 2 5 1 . 9 7 ( W ) ST A = 1 + 5 4 . 5 6 ( S D L N - 1 ) RI M = 2 6 3 . 7 5 SD M H 1 B ST A = 2 0 + 0 5 . 6 0 , 7 . 8 5 ' R (C O L O R A D O ) 18 " I E I N = 2 5 4 . 5 0 ( N W ) 24 " I E I N = 2 5 3 . 2 7 ( E ) 24 " I E O U T = 2 5 3 . 0 7 ( S ) ST A = 1 + 6 1 . 9 6 ( S D L N - 1 ) RI M = 2 6 3 . 9 4 SD M H 1 C ST A = 2 0 + 1 5 . 0 3 , 4 . 8 3 ' R (C O L O R A D O ) 24 " I E I N = 2 5 4 . 6 0 ( E ) 10 " I E I N = 2 5 5 . 6 0 ( S ) 10 " I E I N = 2 5 5 . 6 0 ( N ) 24 " I E O U T = 2 5 4 . 4 0 ( W ) ST A = 1 + 7 2 . 6 5 ( S D L N - 1 ) RI M = 2 6 3 . 9 7 SD M H 1 D ST A = 2 1 + 5 7 . 3 7 , 3 . 0 0 ' R (C O L O R A D O ) 24 " I E I N = 2 6 0 . 9 8 ( E ) 10 " I E I N = 2 6 1 . 6 4 ( S ) 10 " I E I N = 2 6 1 . 6 4 ( N ) 24 " I E O U T = 2 5 7 . 7 5 ( W ) ST A = 3 + 1 5 . 9 2 ( S D L N - 1 ) RI M = 2 6 9 . 7 2 SD M H 1 E I D 6 0 " ST A = 2 4 + 4 0 . 8 3 , 3 . 0 0 ' R (C O L O R A D O ) 12 " I E I N = 2 7 2 . 0 0 ( E ) 12 " I E I N = 2 7 2 . 0 0 ( N ) 18 " I E I N = 2 6 2 . 6 5 ( S ) 24 " I E O U T = 2 6 2 . 1 5 ( W ) ST A = 5 + 9 9 . 3 9 ( S D L N - 1 ) RI M = 2 8 0 . 2 9 SD M H 1 F ST A = 2 5 + 0 5 . 9 5 , 3 . 0 0 ' R (C O L O R A D O ) 12 " I E I N = 2 7 2 . 9 5 ( E ) 10 " I E I N = 2 7 2 . 9 5 ( N ) 10 " I E I N = 2 7 2 . 9 5 ( S W ) 12 " I E O U T = 2 7 2 . 7 5 ( W ) ST A = 6 + 6 4 . 5 0 ( S D L N - 1 ) RI M = 2 7 9 . 3 2 SD M H 1 G ST A = 2 8 + 1 0 . 9 9 , 3 . 0 0 ' R (C O L O R A D O ) 12 " I E I N = 2 7 6 . 0 0 ( N E ) 10 " I E I N = 2 7 6 . 0 0 ( S ) 10 " I E I N = 2 7 6 . 0 0 ( N ) 12 " I E O U T = 2 7 5 . 8 0 ( W ) ST A = 9 + 6 9 . 5 4 ( S D L N - 1 ) RI M = 2 8 2 . 8 5 SD M H 1 H ST A = 2 8 + 5 3 . 8 2 , 3 . 2 5 ' R (1 6 5 T H N ) 12 " I E I N = 2 7 9 . 0 0 ( N E ) 12 " I E O U T = 2 7 8 . 8 0 ( S W ) ST A = 1 0 + 1 3 . 4 3 ( S D L N - 1 ) RI M = 2 8 5 . 1 0 SD M H 1 I ST A = 2 9 + 7 2 . 5 1 , 3 . 0 0 ' R (1 6 5 T H N ) 12 " I E I N = 2 9 0 . 7 0 ( N ) 12 " I E O U T = 2 9 0 . 5 0 ( S W ) ST A = 1 1 + 3 2 . 7 6 ( S D L N - 1 ) RI M = 2 9 6 . 4 4 SD M H 1 J ST A = 3 0 + 4 8 . 6 6 , 3 . 2 9 ' R (1 6 5 T H N ) 12 " I E O U T = 2 9 6 . 6 0 ( S ) ST A = 1 2 + 0 9 . 5 9 ( S D L N - 1 ) RI M = 3 0 2 . 8 6 44" X 44" X 6" CONCRETE HEADWALL P G E 6 4 4 P G E 5 0 4 PGE 644 P G E 6 4 4 P G E 6 4 4 PGE 644 PGE 577 PGE1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE1730 PG E 1730 P G E 1 7 3 0 T T T T T T T T T T T T T T T T T TTTT T T TT TT T S C P G E 6 4 4 PGE 233 T PGE 233 P G E 5 1 0 6 TPGE 233 PG E 64 4 P G E 6 4 4 S S SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W 12 + 1 0 1+ 0 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 + 0 0 12 + 0 0 4 + 0 0 5+00 5+16 1 + 0 0 2 + 0 0 3 + 0 0 1+ 0 0 2+ 0 0 1+ 3 7 1+ 0 0 SDMH 1J SDMH 1I SDMH 1H SDMH 1G SDCI 1G.2 SDCI 1G.1 SDCI 6A.1SDMH 6A SDCI 6A.2 SDMH 1E ID 60" SDCI 1F.1 SDCI 1F.2 SDMH 1F SDCI 1D.1 SDCI 1D.2 SDMH 1D SDMH 2B SDMH 2A SDCI 1C.2 SDCI 1C.1 SDMH 1C SDMH 1B SDMH 11D FC 1 3B 1 3D1 3C 3F 1 3E 1E 3H 1 3G 1 1 1 SDLN-1 SDLN-1 SD L N - 1 SD L N - 6 SD L N - 3 S D L N - 2 SW 1 6 5 T H A V E N U E 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 2 (TYP) SW R I V E R T E R R A C E BO U L E V A R D 1G SDMH 12A WQ SDMH 1A FS W W W W SDLN-11 SEE SHEET 308 SDLN-12 SEE SHEET 308 3A W W 2B SW COLORADO LANE 2B 2B3I SDCI 1F.3 90 91 92 93 94 95 96333231302928 3438373536 86878988 85 84 66 83 SW COLORADO LANE STORM LATERAL TABLE LOT # LOT 85 WALL LOT 34 WALL LOT 96 WALL 28 29 30 31 32 33 34 35 STATION 9+01.83 (SDLN-1) 5+21.08 (SDLN-1) 9+73.35 (SDLN-1) 2+15.30 (SDLN-1) 2+63.89 (SDLN-1) 3+27.67 (SDLN-1) 3+69.30 (SDLN-1) 4+24.89 (SDLN-1) 4+85.32 (SDLN-1) 4+82.32 (SDLN-1) 4+42.30 (SDLN-1) LENGTH 36.01' 42.09' 22.17' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 36.00' 36.00' SLOPE 15.01% 32.22% 1.00% 8.58% 12.49% 9.41% 16.15% 23.06% 29.92% 26.90% 22.56% IE@END 279.39 276.13 279.01 258.94 261.19 264.68 266.87 269.18 271.48 272.18 270.45 STORM LATERAL TABLE LOT # 36 37 38 66 84 85 86 87 88 89 90 STATION 3+26.17 (SDLN-1) 2+65.87 (SDLN-1) 1+83.40 (SDLN-1) 12+02.07 (SDLN-1) 10+80.50 (SDLN-1) 9+11.87 (SDLN-1) 8+51.79 (SDLN-1) 8+06.67 (SDLN-1) 7+60.15 (SDLN-1) 6+53.15 (SDLN-1) 6+50.15 (SDLN-1) LENGTH 36.00' 36.00' 36.45' 31.35' 34.87' 36.00' 36.00' 36.00' 36.00' 36.00' 30.00' SLOPE 9.19% 12.15% 12.39% 2.00% 2.00% 7.12% 2.00% 2.70% 2.61% 4.31% 3.58% IE@END 265.16 261.85 260.18 296.98 286.49 278.16 275.75 275.59 275.11 274.51 273.99 SDCI 1C.1 20+17.76, 16.94' R (COLORADO) RIM/TC = 264.17 10" IE OUT = 259.25 12.52 LF (PVC) @S=0.2916 SDCI 1C.2 20+17.91, 15.50' L (COLORADO) RIM/TC = 264.21 10" IE OUT = 259.25 20.50 LF (PVC) @S=0.1781 SDCI 1D.1 21+57.37, 15.50' R (COLORADO) RIM/TC = 269.91 10" IE OUT = 264.91 12.50 LF (PVC) @S=0.2614 STORM LATERAL TABLE LOT # 91 92 93 94 95 96 STATION 6+93.72 (SDLN-1) 7+43.72 (SDLN-1) 7+97.72 (SDLN-1) 8+52.72 (SDLN-1) 9+03.72 (SDLN-1) 9+53.63 (SDLN-1) LENGTH 30.00' 30.00' 30.00' 30.00' 30.00' 37.72' SLOPE 2.16% 2.28% 2.42% 2.56% 2.69% 2.19% IE@END 274.20 274.71 275.25 275.81 276.33 276.81 SDCI 1F.3 25+25.45, 15.50' L (COLORADO) RIM/TC = 279.82 10" IE OUT = 275.82 19.50 LF (PVC) @S=0.0231 SDCI 1G.1 28+16.00, 36.32' R (COLORADO) RIM/TC = 283.46 6 IE IN = 278.79 22.17 LF (PVC) @S=0.0100 10" IE OUT = 278.46 33.92 LF (PVC) @S=0.0725 SDCI 1G.2 28+04.06, 15.50' L (COLORADO) RIM/TC = 282.81 10" IE OUT = 277.81 19.75 LF (PVC) @S=0.0916 SDCI 1D.2 21+57.37, 15.50' L (COLORADO) RIM/TC = 269.91 10" IE OUT = 264.91 18.50 LF (PVC) @S=0.1766 SDCI 1F.1 24+99.59, 15.50' R (COLORADO) RIM/TC = 279.46 10" IE OUT = 274.52 14.02 LF (PVC) @S=0.1120 SDCI 1F.2 25+05.95, 15.50' L (COLORADO) RIM/TC = 279.92 10 IE IN = 275.37 19.50 LF (PVC) @S=0.0231 10" IE OUT = 275.17 18.50 LF (PVC) @S=0.1200 13.3%260.5 8.8%260.2 12.6%262.3 5.5%257.8 ** BROKEN/MISSING BOARD** 14.4%266.0 ** ** ** 35.6%275.336.9' 28.2%272.738.0' 12.2%266.03+29.3 ** 8+99.5** 2.0%275.2 6.6%274.6 5.9%275.1 ** 3.3%277.3 **12+07.0** BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** SDMH 1B PLAN 48" SD 1B RIM: 263.94 24" OUT S IE: 253.79 2.41' 0.62' 18" IN NW IE: 254.50 2.78' 24" IN E IE: 254.35 SDMH 1D PLAN 48" SD 1D RIM: 269.20 24" OUT W IE: 257.75 1.29' 1.29' 10" IN S IE: 261.64 1.47' 24" IN E IE: 260.98 10" IN N IE: 261.64 1.11' 251.00 255.00 260.00 SDMH 1B ROLLOUT DETAIL 0.67'24" OUT S IE: 253.79 24" IN E IE: 254.35 18" IN NW IE: 254.50 SDMH 1C PLAN 48" SD 1C RIM: 263.97 24" OUT W IE: 254.40 1.40' 1.18'10" IN S IE: 255.60 1.95' 24" IN E IE: 254.60 10" IN N IE: 255.60 0.63' SDMH 1A PLAN 60" SD 1A RIM: 263.75 24" OUT S IE: 252.72 5.39' 1.82' 24" IN N IE: 252.62 10" OUT E IE: 251.97 2.27' 250.00 255.00 260.00 SDMH 1C ROLLOUT DETAIL 0.67'24" OUT W IE: 254.40 10" IN N IE: 255.60 24" IN E IE: 254.60 10" IN S IE: 255.60 SDMH 1E PLAN 60" SD 1E RIM: 280.29 18" IN S IE: 262.65 1.47' 24" OUT W IE: 262.15 12" IN E IE: 272.00 12" IN N IE: 272.00 INSIDE DROP N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 1 ) S D - S D L N - 1 - P D M o d . d w g - S H E E T : 3 0 1 A p r 0 8 , 2 0 2 2 - 4 : 5 8 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SDLN-3 SEE SHEET 304 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN1 PLAN SCALE: 1" = 50' SDLN1 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SD L N - 2 SE E S H E E T 30 2 INLET DATA: 3A 3B 3C 3D 3E 3F 3G 3H STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET D3.01. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET D3.01. INSTALL FLOW SPLITTER MANHOLE PER CWS DWG NO. 010, SHEET D3.01, AND DETAIL THIS SHEET. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. CONNECT TO WALL DRAIN. 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. 1 2 3 1G WAT E R Q U A L I T Y SEE SH E E T 308 1E 2B 3I SDLN-1 STORM PROFILE 301 48.70 24 9 . 3 9 1+ 0 5 . 8 6 20 + 1 1 . 5 6 , 6 3 . 1 9 26 0 . 7 6 26 1 . 0 6 0.0030 27 2 . 6 4 27 2 . 6 5 27 2 . 4 8 28 3 . 1 1 0.0104 29 0 . 2 3 29 0 . 0 0 29 5 . 9 7 0.0922 0.0747 258.75 0.2812 258.76 0.1542 264.54 0.2784 274.21 0.1113 261.06 0.0684 276.20 27 1 . 6 5 27 1 . 1 0 26 2 . 2 5 26 1 . 5 9 0.0127 276.08 0.0062 0.0062 25 5 . 2 3 SDCI 2D.1 10+42.94, 17.50' R (BEEMER) RIM/TC = 284.24 10" IE OUT = 279.24 15.14 LF (PVC) @S=0.0379 SDCI 2D.2 10+42.43, 17.50' L (BEEMER) RIM/TC = 284.23 10" IE OUT = 279.23 20.86 LF (PVC) @S=0.0270 SDCI 2G.1 15+51.72, 17.50' R (BEEMER) RIM/TC = 297.13 10" IE OUT = 292.14 14.50 LF (PVC) @S=0.0197 SDCI 2G.2 15+51.72, 17.50' L (BEEMER) RIM/TC = 297.75 10" IE OUT = 292.84 20.50 LF (PVC) @S=0.0481 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 220 230 240 250 260 270 280 290 220 230 240 250 260 270 280 290 0+75 1+00 2+00 3+00 4+00 SD M H 1 B ST A = 1 + 0 0 . 0 0 , 0 . 0 0 ' (S D L N - 2 ) 18 " I E I N = 2 5 4 . 5 0 ( N W ) 24 " I E I N = 2 5 3 . 2 7 ( E ) 24 " I E O U T = 2 5 3 . 0 7 ( S ) ST A = 2 0 + 0 5 . 6 0 ( 1 6 9 T H N ) RI M = 2 6 3 . 9 4 SD M H 2 A ST A = 1 + 4 3 . 1 0 , 0 . 0 0 ' (S D L N - 2 ) 18 " I E I N = 2 5 5 . 5 6 ( N ) 18 " I E O U T = 2 5 5 . 3 6 ( S E ) ST A = 1 9 + 6 6 . 0 8 ( 1 6 9 T H N ) RI M = 2 6 4 . 8 6 SD M H 2 B ST A = 1 + 9 0 . 7 5 , 0 . 0 0 ' (S D L N - 2 ) 18 " I E I N = 2 6 0 . 2 0 ( N ) 18 " I E O U T = 2 6 0 . 0 0 ( S ) ST A = 1 9 + 1 9 . 8 5 ( 1 6 9 T H N ) RI M = 2 6 7 . 5 0 SD M H 2 C ST A = 3 + 8 5 . 4 6 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 7 7 . 0 0 ( N ) 18 " I E I N = 2 7 6 . 7 0 ( E ) 18 " I E O U T = 2 7 6 . 5 0 ( S ) ST A = 1 7 + 2 5 . 1 4 ( 1 6 9 T H N ) RI M = 2 8 3 . 0 1 CLASS 'B' GRANULAR BACKFILL & BEDDING 194.7 1 L F 1 8 " ( P V C A S T M F 6 7 9 ) @ S=0. 0 8 3 7 47.65 LF 18" (PVC ASTM F679) @ S=0.0932 43.10 LF 18" (PVC ASTM F679) @ S=0.0200 STORM LATERAL, TYP 18" SD/8" SS 2.22' CLR STORM LATERAL TABLE LOT # LOT 38 WALL LOT 39 WALL LOT 46 WALL 21 22 23 24 25 26 27 39 40 STATION 2+45.46 (SDLN-2) 3+05.50 (SDLN-2) 7+88.81 (SDLN-2) 3+61.53 (SDLN-2) 3+11.53 (SDLN-2) 2+67.71 (SDLN-2) 2+28.39 (SDLN-2) 1+96.87 (SDLN-2) 1+51.02 (SDLN-2) 1+33.79 (SDLN-2) 4+33.44 (SDLN-2) 4+72.11 (SDLN-2) LENGTH 30.03' 28.12' 46.78' 36.00' 36.00' 35.99' 35.99' 36.00' 39.81' 40.28' 32.00' 32.00' SLOPE 2.18% 13.53% 8.83% 3.80% 6.39% 6.00% 4.50% 3.64% 8.15% 8.06% 2.00% 2.00% IE@END 265.93 274.11 292.69 276.45 273.19 269.38 265.55 262.61 260.13 259.00 279.75 280.77 STORM LATERAL TABLE LOT # 41 42 43 44 45 46 47 48 49 50 77 STATION 5+22.11 (SDLN-2) 5+82.11 (SDLN-2) 6+42.11 (SDLN-2) 7+02.11 (SDLN-2) 7+52.11 (SDLN-2) 7+49.11 (SDLN-2) 6+39.11 (SDLN-2) 5+79.11 (SDLN-2) 5+20.07 (SDLN-2) 4+30.44 (SDLN-2) 9+25.87 (SDLN-2) LENGTH 32.00' 32.00' 32.00' 32.00' 32.00' 38.00' 38.00' 38.00' 38.00' 38.00' 32.00' SLOPE 2.00% 2.56% 3.98% 4.78% 5.98% 5.60% 3.92% 2.73% 2.00% 2.00% 2.00% IE@END 282.08 283.84 285.87 287.90 289.59 289.73 286.01 283.98 282.15 279.79 292.48 7.1%277.2 8.2%292.141.4' ** BROKEN/MISSING BOARD** 42.1' 9.8%274.0 9.6%270.5 7.0%266.1 6.8%263.4 38.0' ** ** ** 2.8%283.45+79.3 4.2%285.4 5.3%284.5 4.6%282.7 ** ** 2.2%289.235.9' 7+90.7 5+17.8 BROKEN/MISSING BOARD** PGE 644 P G E 6 4 4 P G E 5 0 4 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE1730 T T T T T T T T T PG E 173 0T PG E 173 0T P G E 6 4 4 PG E 173 0T TPGE 233 T PGE 233 SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD WWWWWWWWWW W W 3 + 0 0 4+00 5+00 6+00 7+00 8+00 9+00 1 + 0 0 2 + 0 0 1+ 0 0 2 + 0 0 2+79 SW BEEMER LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E 13B 3A 1 3D 3C 12 6.00' PUE, TYP. 6.00' PUE, TYP. W W W W SD SD SD 1 SDMH 2E W W W S D SDCI 9A.2 SDCI 9A.1SDMH 9A SDMH 2F SDCI 2G.1 SDCI 2G.2 SDMH 2G SDCI 2D.1 SDMH 2D SDCI 2D.2 SDMH 2C SDCI 7A.2 SDMH 7A SDCI 7A.1 SD L N - 9 SDLN-2 SD L N - 7 SD L N - 2 (TYP) 2B SC 48 7742434445404139 18 47 465049 TRACT N 22 21 19 20 17 23 TRACT CPG E 173 0 T T S C PGE1730 T P G E 6 4 4 PGE1730 T PGE1730 T PGE1730 T PGE 1730 T PG E 644 S S S S S S SS SS S S S S SD SD SD S D SD W W W W W W 1+00 2 + 0 0 5+ 0 0 1+ 0 0 2+00 3+00 4 + 0 0 1+00 2+00 SDCI 7A.1 SDCI 7A.2 SDCI 2D.1 SDCI 2D.2 SDMH 2D SDMH 2C SDMH 2B SDMH 2A SDCI 1C.2SDCI 1C.1 SDMH 1C SDMH 1B SDMH 11D FC 1 2 1 SD L N - 2 SW 169TH AVENUE 1 SDLN-2 SD L N - 2 SDLN-7 1 (TYP) 6.00' PUE, TYP. 6.00' PUE, TYP. SDMH 1A FS SDMH 7A W W 2B 2B39 1825 5038 22 21 19202324 27 26 TRACT B TRACT C SANITARY LATERAL, TYP 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 3+75 4+00 5+00 6+00 7+00 8+00 9+00 9+50 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 D ST A = 4 + 2 1 . 0 1 , 0 . 0 0 ' (S D L N - 2 ) 18 " I E I N = 2 7 8 . 2 0 ( E ) 10 " I E I N = 2 7 8 . 6 7 ( S ) 10 " I E I N = 2 7 8 . 6 7 ( N ) 18 " I E O U T = 2 7 8 . 0 0 ( W ) ST A = 1 0 + 3 8 . 5 8 ( B E E M E R ) RI M = 2 8 3 . 9 8 SD M H 2 F ST A = 8 + 4 6 . 2 1 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 9 0 . 0 6 ( E ) 12 " I E I N = 2 9 1 . 0 0 ( N ) 18 " I E O U T = 2 8 9 . 5 6 ( W ) ST A = 1 4 + 6 3 . 7 7 ( B E E M E R ) RI M = 2 9 7 . 5 3 SD M H 2 G ST A = 9 + 3 4 . 1 5 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 9 1 . 8 5 ( E ) 10 " I E I N = 2 9 1 . 8 5 ( S ) 10 " I E I N = 2 9 1 . 8 5 ( N ) 12 " I E O U T = 2 9 1 . 6 5 ( W ) ST A = 1 5 + 5 1 . 7 2 ( B E E M E R ) RI M = 2 9 6 . 9 9 SD M H 2 C ST A = 3 + 8 5 . 4 6 , 0 . 0 0 ' (S D L N - 2 ) 12 " I E I N = 2 7 7 . 0 0 ( N ) 18 " I E I N = 2 7 6 . 7 0 ( E ) 18 " I E O U T = 2 7 6 . 5 0 ( S ) ST A = 1 7 + 2 5 . 1 4 ( 1 6 9 T H N ) RI M = 2 8 3 . 0 1 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 18" WT/12" SD 0.45' CLR 16" WT/12" SD 1.41' CLR 8" WT/18" SD 0.49' CLR STORM LATERAL, TYP 87.95 LF 12" (PVC) @ S=0.0181 234.70 LF 18" (PVC ASTM F679) @ S=0.0263 35.55 LF 18" (PVC ASTM F679) @ S=0.0366 190.50 LF 18" (PVC ASTM F679) @ S=0.0262 SD M H 2 E ST A = 1 2 + 7 3 . 2 8 , 3 . 0 0 ' R (B E E M E R ) 18 " I E I N = 2 8 4 . 5 7 ( E ) 18 " I E O U T = 2 8 4 . 3 7 ( W ) ST A = 6 + 5 5 . 7 1 ( S D L N - 2 ) RI M = 2 9 1 . 7 4 SDMH 1B PLAN 48" SD 1B RIM: 263.94 24" OUT S IE: 253.79 2.41' 0.62' 18" IN NW IE: 254.50 2.78' 24" IN E IE: 254.35 251.00 255.00 260.00 SDMH 1B ROLLOUT DETAIL 0.67'24" OUT S IE: 253.79 24" IN E IE: 254.35 18" IN NW IE: 254.50 1 INCH = 50 FEET 50 25 50 SCALE 0 SDLN1 SEE SHEET 01 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 6'/13/$1 SCALE: 1" = 50' 6'/1352),/( HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. CONNECT TO WALL DRAIN. 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. 1 2 2B SDLN2 SEE THIS SHEET S D L N S E E S H E E T 0 6'/13/$1 SCALE: 1" = 50' SDLN2 SEE THIS SHEET S D L N 2 S E E S H E E T 0 6'/1352),/( HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 3 SDLN-2 STORM PROFILE 302 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 2 - 3 0 3 ) S D - S D L N - 2 - P D M o d . d w g - S H E E T : 3 0 2 A p r 1 1 , 2 0 2 2 - 1 : 2 1 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SDLN SEE SHEET 0 25 9 . 8 0 25 9 . 5 4 0.0835 27 6 . 5 1 27 6 . 2 4 27 5 . 9 7 27 6 . 5 1 27 6 . 2 4 27 5 . 9 7 0.083 0 27 7 . 9 0 27 8 . 1 4 27 8 . 1 2 27 7 . 4 6 0.0343 28 3 . 8 5 28 3 . 8 1 0.0252 28 9 . 3 3 29 0 . 1 5 28 8 . 8 1 0.0260 29 1 . 4 8 0.0264 0.0727 0.0532 0.0663 STORM LATERAL TABLE LOT # 59 60 61 62 63 64 65 67 68 69 70 71 STATION 16+83.84 (SDLN-2) 16+39.09 (SDLN-2) 15+83.84 (SDLN-2) 15+40.17 (SDLN-2) 14+82.61 (SDLN-2) 14+33.84 (SDLN-2) 13+81.48 (SDLN-2) 12+67.84 (SDLN-2) 12+25.10 (SDLN-2) 11+92.10 (SDLN-2) 11+67.84 (SDLN-2) 11+23.10 (SDLN-2) LENGTH 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 33.31' 38.00' 38.00' 38.00' 38.00' 38.00' SLOPE 3.35% 3.38% 2.00% 2.00% 2.00% 2.00% 2.00% 6.52% 5.00% 5.00% 3.85% 3.50% IE@END 330.38 325.77 319.66 315.15 309.51 306.24 302.62 299.78 298.57 298.08 297.29 296.30 STORM LATERAL TABLE LOT # 72 73 74 75 76 78 79 80 81 82 83 STATION 10+77.10 (SDLN-2) 10+44.10 (SDLN-2) 10+26.17 (SDLN-2) 9+80.10 (SDLN-2) 9+45.37 (SDLN-2) 9+77.84 (SDLN-2) 10+37.84 (SDLN-2) 10+88.84 (SDLN-2) 11+47.84 (SDLN-2) 11+97.84 (SDLN-2) 12+46.84 (SDLN-2) LENGTH 38.00' 38.00' 38.00' 38.00' 38.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' SLOPE 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 3.19% 4.77% 6.33% IE@END 295.05 294.56 294.30 293.62 293.11 293.47 294.35 295.10 296.55 297.79 299.01 1.0%293.8 0.9%293.1 1.2%293.1 6.1%297.7 3.2%296.0 2.9%296.1 6.2%298.5 11.1%304.9 3.9%310.0 4.9%330.8 4.5%326.1 6.1%321.0 2.7%315.4 SDCI 2J.1 31+62.18, 15.50' R (165TH N) RIM/TC = 308.98 10" IE OUT = 304.07 12.78 LF (PVC) @S=0.1398 SDCI 2J.2 31+63.33, 15.50' L (165TH N) RIM/TC = 309.03 10" IE OUT = 304.14 18.88 LF (PVC) @S=0.0983 SDCI 2K.1 32+66.27, 15.50' R (165TH N) RIM/TC = 315.13 10" IE OUT = 311.50 12.66 LF (PVC) @S=0.1422 SDCI 2K.2 32+68.27, 15.50' L (165TH N) RIM/TC = 315.30 10" IE OUT = 311.50 18.50 LF (PVC) @S=0.0973 PG E 57 7 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE 1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T TTTT T T T PG E 64 4 P G E 6 4 4 PGE 1730 T PGE 1730 T PGE 1730 T PGE1730 T PGE 1730 T P G E 6 4 4 P G E 6 4 4 SS SS SS SS SS SS SD SD SD SD SD SD W W W W W W W W W W W W W W 12 + 1 0 12 + 0 0 1+0010+00 11+00 12+00 13+00 1 4 + 0 0 2+79 SDLN-2 SD L N - 2 SW BEEMER LANE SDCI 2G.1 SDCI 2G.2 SDCI 2J.2 SDCI 2J.1SDMH 2J SDMH 2I 12 (TYP) 6.00' PUE, TYP. 6.00' PUE, TYP. SW 1 6 5 T H A V E N U E SD SD SD 1 SDMH 2H SDMH 1J S C SS SS SS 1 SDMH 2G S C 83778178827980 TRACT I 76 74 67 73 72 71 70 6975 68 TRACT N (TYP) PGE 577 P G E 6 4 4 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T T P G E 1 7 3 0 T SS SS SS SS SS SS S D S D SD SD SD SD W W W W W W W W W W WW1 + 0 0 2 + 0 0 1 3 + 0 0 14+00 15+00 16+00 16+93 SDMH 2L SDCI 2K.2 SDCI 2K.1 SDMH 2K SDCI 2J.2 SDCI 2J.1 SDMH 2J SDMH 2I SDCI 10A.2 SDCI 10A.1 SDMH 10A SDLN-2 SDLN-2 SW 165TH AVENUE 1 3B 1 3A 3D 1 3C 12 6.00' PUE, TYP. 6.00' PUE, TYP. SW B E E M E R L A N E S D X W X W X W XW X W X W S S TRACT I TRACT J65646362616059 TRACT I 67 250 260 270 280 290 300 310 250 260 270 280 290 300 310 9+25 10+00 11+00 12+00 13+00 13+50 SD M H 2 G ST A = 1 5 + 5 1 . 7 2 , 3 . 0 0 ' R (B E E M E R ) 12 " I E I N = 2 9 1 . 8 5 ( E ) 10 " I E I N = 2 9 1 . 8 5 ( S ) 10 " I E I N = 2 9 1 . 8 5 ( N ) 12 " I E O U T = 2 9 1 . 6 5 ( W ) ST A = 9 + 3 4 . 1 5 ( S D L N - 2 ) RI M = 2 9 6 . 9 9 199.49 LF 12" (PVC) @ S=0.0147 SD M H 2 I ST A = 1 9 + 6 2 . 4 1 , 3 . 0 0 ' R (B E E M E R ) 12 " I E I N = 2 9 8 . 3 0 ( E ) 12 " I E I N = 2 9 9 . 3 3 ( N ) 12 " I E O U T = 2 9 8 . 1 0 ( W ) ST A = 1 3 + 4 4 . 8 4 ( S D L N - 2 ) RI M = 3 0 6 . 5 1 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYPSANITARY LATERAL, TYP 211.19 LF 12" (PVC) @ S=0.0147 SD M H 2 H ST A = 1 7 + 5 1 . 2 1 , 3 . 0 0 ' R (B E E M E R ) 12 " I E I N = 2 9 4 . 9 9 ( E ) 12 " I E O U T = 2 9 4 . 7 9 ( W ) ST A = 1 1 + 3 3 . 6 5 ( S D L N - 2 ) RI M = 3 0 1 . 6 1 270 280 290 300 310 320 330 340 270 280 290 300 310 320 330 340 13+25 14+00 15+00 16+00 17+00 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 2 I ST A = 3 1 + 1 6 . 7 5 , 3 . 0 0 ' R (1 6 5 T H N ) 12 " I E I N = 2 9 8 . 3 0 ( E ) 12 " I E I N = 2 9 9 . 3 3 ( N ) 12 " I E O U T = 2 9 8 . 1 0 ( W ) ST A = 1 3 + 4 4 . 8 4 ( S D L N - 2 ) RI M = 3 0 6 . 5 1 SD M H 2 J ST A = 3 1 + 5 9 . 5 4 , 3 . 0 0 ' R (1 6 5 T H N ) 12 " I E I N = 3 0 2 . 2 0 ( N ) 10 " I E I N = 3 0 2 . 2 8 ( W ) 10 " I E I N = 3 0 2 . 2 8 ( E ) 12 " I E O U T = 3 0 2 . 0 0 ( S ) ST A = 1 3 + 8 7 . 6 3 ( S D L N - 2 ) RI M = 3 0 8 . 6 5 SD M H 2 K ST A = 3 2 + 6 8 . 2 7 , 3 . 0 0 ' R (1 6 5 T H N ) 12 " I E I N = 3 0 9 . 7 0 ( N ) 10 " I E I N = 3 0 9 . 7 0 ( W ) 10 " I E I N = 3 0 9 . 7 0 ( E ) 12 " I E O U T = 3 0 9 . 5 0 ( S ) ST A = 1 4 + 9 6 . 3 6 ( S D L N - 2 ) RI M = 3 1 5 . 1 0 SD M H 2 L ST A = 3 4 + 6 4 . 8 9 , 3 . 0 0 ' R (1 6 5 T H N ) 12 " I E O U T = 3 2 9 . 9 8 ( S ) ST A = 1 6 + 9 2 . 9 8 ( S D L N - 2 ) RI M = 3 3 6 . 4 6 108.74 LF 12" (PVC) @ S=0.0671 196.62 LF 12" (PVC) @ S=0.1032 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 42.79 LF 12" (PVC) @ S=0.0624 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN2 PLAN SCALE: 1" = 50' SDLN2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 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. 1 2 3 SDLN-10 SEE SHEET 307 SDLN2 PLAN SCALE: 1" = 50' S D L N - 2 S E E S H E E T 3 0 2 SDLN2 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-2 SEE THIS SHEET SDLN-2 SEE THIS SHEET S D L N - 1 0 S E E S H E E T 3 0 7 SDLN-2 STORM PROFILE 303 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 2 - 3 0 3 ) S D - S D L N - 2 - P D M o d . d w g - S H E E T : 3 0 3 A p r 0 8 , 2 0 2 2 - 5 : 0 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 29 1 . 4 8 29 4 . 6 1 29 4 . 4 7 0.0131 29 7 . 9 0 29 8 . 9 5 29 7 . 7 6 0.0149 29 7 . 9 0 29 8 . 9 5 29 7 . 7 6 30 8 . 3 2 30 1 . 9 3 30 2 . 0 0 30 2 . 0 2 30 1 . 5 0 0.0596 0.0696 0.1604 0.1133 SDCI 3A.1 52+82.90, 13.50' R (RIVER TERRACE) RIM/TC = 271.92 10" IE OUT = 266.92 12.54 LF (PVC) @S=0.2277 SDCI 3A.2 52+82.90, 13.50' L (RIVER TERRACE) RIM/TC = 271.92 10" IE OUT = 266.92 16.29 LF (PVC) @S=0.1753 SDCI 3F.1 10+53.75, 15.50' L (DARLING) RIM/TC = 290.85 10" IE OUT = 286.00 18.50 LF (PVC) @S=0.0584 SDCI 3G.1 10+78.75, 15.50' R (DARLING) RIM/TC = 291.79 10" IE OUT = 287.00 12.50 LF (PVC) @S=0.2082 SDCI 3H.1 12+37.20, 15.50' R (DARLING) RIM/TC = 297.42 10" IE OUT = 292.40 12.50 LF (PVC) @S=0.1040 SDCI 3H.2 12+37.20, 15.50' L (DARLING) RIM/TC = 297.42 10" IE OUT = 293.50 18.50 LF (PVC) @S=0.1297 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" WT/18" SD 11.93' CLR 230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+25 187.84 LF 18" (PVC ASTM F679) @ S=0.0040 55.26 LF 18" (PVC ASTM F679) @ S=0.0040 112.55 LF 18" (PVC ASTM F679) @ S=0.0040 25.00 LF 12" (PVC) @ S=0.0990 89.40 LF 12" (PVC) @ S=0.0179 FINISH GRADE @ STORM CENTERLINEEXISTING GROUND @ STORM CENTERLINE SD M H 1 E I D 6 0 " ST A = 5 0 + 8 9 . 9 3 , 2 . 9 7 ' L (R I V E R T E R R A C E ) 12 " I E I N = 2 7 2 . 0 0 ( E ) 12 " I E I N = 2 7 2 . 0 0 ( N ) 18 " I E I N = 2 6 2 . 6 5 ( S ) 24 " I E O U T = 2 6 2 . 1 5 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 3 ) RI M = 2 8 0 . 2 9 SD M H 3 A ST A = 5 2 + 7 7 . 9 0 , 2 . 0 0 ' R (R I V E R T E R R A C E ) 18 " I E I N = 2 6 3 . 6 0 ( S ) 10 " I E I N = 2 6 4 . 0 6 ( E ) 10 " I E I N = 2 6 4 . 0 6 ( S W ) 18 " I E O U T = 2 6 3 . 4 0 ( N ) ST A = 2 + 8 7 . 8 4 ( S D L N - 3 ) RI M = 2 7 1 . 7 1 SD M H 3 B ST A = 5 3 + 3 3 . 1 6 , 2 . 0 0 ' R (R I V E R T E R R A C E ) 18 " I E I N = 2 6 4 . 0 2 ( S ) 18 " I E O U T = 2 6 3 . 8 2 ( N ) ST A = 3 + 4 3 . 0 9 ( S D L N - 3 ) RI M = 2 7 2 . 6 5 SD M H 3 C I D ST A = 5 4 + 4 5 . 7 1 , 1 . 3 3 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 7 5 . 0 0 ( S ) 12 " I E I N = 2 6 4 . 9 7 ( E ) 18 " I E O U T = 2 6 4 . 4 7 ( N ) ST A = 4 + 5 5 . 6 4 ( S D L N - 3 ) RI M = 2 8 1 . 4 3 SD M H 3 D ST A = 5 5 + 0 5 . 3 8 , 3 . 6 5 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 8 1 . 4 0 ( S ) 12 " I E O U T = 2 8 1 . 2 0 ( N ) ST A = 5 + 1 5 . 7 0 ( S D L N - 3 ) RI M = 2 8 6 . 9 0 SD M H 3 E ST A = 5 5 + 9 4 . 4 6 , 2 . 1 7 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 8 3 . 2 0 ( E ) 12 " I E I N = 2 8 7 . 0 8 ( S ) 12 " I E O U T = 2 8 3 . 0 0 ( N ) ST A = 6 + 0 5 . 1 0 ( S D L N - 3 ) RI M = 2 9 2 . 1 6 18" WT/12" SD 3.30' CLR 16" WT/12" SD 3.40' CLR 12" SD/8" SS 0.80' CLR 35.05 LF 12" (PVC) @ S=0.1006 SD M H 3 C . 1 ST A = 5 4 + 7 0 . 6 9 , 1 . 2 0 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 7 7 . 6 8 ( S ) 12 " I E I N = 2 7 7 . 6 8 ( E ) 12 " I E O U T = 2 7 7 . 4 8 ( N ) ST A = 4 + 8 0 . 6 4 ( S D L N - 3 ) RI M = 2 8 3 . 9 6 6" STORM LATERAL STORM LATERAL TABLE (6" DIAMETER) LOT # EAST RTB WALL TRACT L WALL WEST RTB WALL STATION 2+61.16 (SDLN-3) 4+42.72 (SDLN-3) 2+65.92 (SDLN-3) LENGTH 20.63' 21.82' 26.22' SLOPE 1.00% 1.00% 1.00% IE@END 264.00 265.14 264.07 BROKEN/MISSING BOARD** ** ** ** SANITARY LATERAL, TYP 18" WT/12" SD 3.30' CLR 16" WT/12" SD 3.40' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE STORM LATERAL, TYP 250 260 270 280 290 300 310 320 250 260 270 280 290 300 310 320 6+00 7+00 8+00 9+00 10+00 10+50 55.19 LF 12" (PVC) @ S=0.0100 24.58 LF 12" (PVC) @ S=0.0100 SD M H 3 E ST A = 9 + 9 7 . 8 0 , 3 . 9 8 ' R (D A R L I N G ) 12 " I E I N = 2 8 3 . 2 0 ( E ) 12 " I E I N = 2 8 7 . 0 8 ( S ) 12 " I E O U T = 2 8 3 . 0 0 ( N ) ST A = 6 + 0 5 . 1 0 ( S D L N - 3 ) RI M = 2 9 2 . 1 6 SD M H 3 F ST A = 1 0 + 5 4 . 1 7 , 3 . 0 0 ' R (D A R L I N G ) 12 " I E I N = 2 8 3 . 9 5 ( E ) 10 " I E I N = 2 8 4 . 9 2 ( N ) 12 " I E O U T = 2 8 3 . 7 5 ( W ) ST A = 6 + 6 0 . 2 8 ( S D L N - 3 ) RI M = 2 9 1 . 1 5 SD M H 3 I ST A = 1 3 + 9 1 . 3 2 , 3 . 0 0 ' R (D A R L I N G ) 4" I E I N = 2 9 8 . 9 0 ( S ) 12 " I E O U T = 2 9 7 . 9 0 ( W ) ST A = 9 + 9 7 . 4 4 ( S D L N - 3 ) RI M = 3 0 3 . 9 4 154.12 LF 1 2 " ( P V C ) @ S=0.044 1 SD M H 3 H ST A = 1 2 + 3 7 . 2 0 , 3 . 0 0 ' R (D A R L I N G ) 12 " I E I N = 2 9 1 . 1 0 ( E ) 10 " I E I N = 2 9 1 . 1 0 ( S ) 10 " I E I N = 2 9 1 . 1 0 ( N ) 12 " I E O U T = 2 9 0 . 9 0 ( W ) ST A = 8 + 4 3 . 3 2 ( S D L N - 3 ) RI M = 2 9 7 . 2 3 SD M H 3 G ST A = 1 0 + 7 8 . 7 5 , 3 . 0 0 ' R (D A R L I N G ) 12 " I E I N = 2 8 4 . 4 0 ( E ) 10 " I E I N = 2 8 4 . 4 0 ( S ) 12 " I E O U T = 2 8 4 . 2 0 ( W ) ST A = 6 + 8 4 . 8 7 ( S D L N - 3 ) RI M = 2 9 1 . 2 4 158.45 LF 1 2 " ( P V C ) @ S=0.0410 P G E 17 3 0 T T PGE 5106 PGE 577 PGE 644 PG E 173 0 T PG E 173 0 T X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS S C SD SD SD SD SD SD SD SD SD SD SD W W W W W 5 + 0 0 6 + 0 0 7 + 0 0 1+00 2+00 3+00 4+00 5+00 6+00 7 + 0 0 1 + 0 0 2 + 0 0 1+37 1+00 1+90 SDCO 8A SDMH 3D SDMH 3C ID SDCI 6A.1 SDMH 6A SDCI 6A.2 SDMH 1E ID 60" SDCI 1F.1 SDCI 1F.2 SDMH 3B SDMH 3A SDCI 3A.2 SDLN-6 SDLN-3 SW RIVER TERRACE BOULEVA R D SW C O L O R A D O L A N E 3B 1E 3A SDMH 3E 1 1 1E 1 1 8.00' PUE, TYP. 8.00' PUE, TYP. SW D A R L I N G LA N E W SDMH 1F SDCI 3F.1 W W W SDCI 3A.1 2B2B 2B SDMH 3C.1 SDMH 3.1A SDCB 3.1A.1 1 SEE SDLN-4, SHEET 305 SEE SDLN-3.1, SHEET 307 SDMH 3F 33 TRACT H TRACT E TRACT K ROW : 1366ROW : 1366 90 108 109 LOT 110 P G E 5 7 7 P G E 6 4 4 1730 T PG E 64 4 T T SS S S S S S S S C S D W W W W W W W W9+97 5 + 0 0 6 + 0 0 7+00 8+00 9+00 1 + 9 0 SDMH 3ISDMH 3E SDCI 3H.1 SDMH 3F 1 3D 2 (TYP) 1 SDLN-3 S W R I V E R T E R R A C E B O U L E V A R D W SDCO 8A SD SD 1 SDMH 3H SD SD SS SS SS SS SS 3E 1 SDMH 3GSDCI 3G.1 3F SDCI 3H.2 SDMH 3D 1 SDCI 3F.1 3C 103 101 102 104 97 105 9810699107100108 109 FUTURE LOT 112 FUTURE LOT 115 FUTURE LOT 114 FUTURE LOT 113 FUTURE LOT 110 FUTURE LOT 111 SW DARLING LANE STORM LATERAL TABLE (4" DIAMETER) LOT # 98 99 100 101 102 103 104 105 106 STATION 9+82.14 (SDLN-3) 9+51.14 (SDLN-3) 9+18.14 (SDLN-3) 8+87.14 (SDLN-3) 8+54.14 (SDLN-3) 8+23.14 (SDLN-3) 7+90.14 (SDLN-3) 7+59.14 (SDLN-3) 7+26.14 (SDLN-3) LENGTH 36.01' 36.00' 36.01' 36.00' 36.01' 36.00' 36.01' 36.00' 36.01' SLOPE 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% IE@END 298.28 296.91 295.46 294.09 292.63 291.13 289.77 288.50 287.15 STORM LATERAL TABLE (4" DIAMETER) LOT # 107 108 109 FUT 110 FUT 111 FUT 112 FUT 113 FUT 114 FUT 115 STATION 6+95.14 (SDLN-3) 6+64.78 (SDLN-3) 6+41.09 (SDLN-3) 6+69.71 (SDLN-3) 7+73.14 (SDLN-3) 8+33.14 (SDLN-3) 8+83.14 (SDLN-3) 9+49.14 (SDLN-3) ??? (SDLN-9) LENGTH 36.00' 36.00' 36.51' 30.00' 30.00' 30.00' 30.00' 30.00' 30.05' SLOPE 2.00% 2.00% 2.00% 7.16% 2.00% 2.00% 2.00% 2.00% 2.00% IE@END 285.87 285.05 284.62 286.53 288.95 291.42 293.79 296.70 299.50SDMH 3I 3.9%298.731.3' ** BROKEN/MISSING BOARD**BROKEN/MISSING BOARD** 3.9%285.132.2' **30.7' 29.8' 9.3%287.3 ** ** ** ** ** **31.5' 31.3' 30.3' 25.8' 25.2' 0.4%296.331.8' 31.1' 31.0' 31.5' 4.8%300.0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 4 ) S D - S D L N - 3 - P D M o d . d w g - S H E E T : 3 0 4 A p r 0 8 , 2 0 2 2 - 5 : 0 0 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN3 PLAN SCALE: 1" = 50' SDLN3 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET D3.01. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. CONNECT TO WALL DRAIN. 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. 1 2 1E SDLN-3 SEE THIS SHEET SDLN3 PLAN SCALE: 1" = 50' SDLN3 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-3 SEE THIS SHEET SDLN-1 SEE SHEET 301 SDLN-1 SEE SHEET 301 3E 3F 2B 3 SDLN-3 STORM PROFILE 304 26 4 . 0 2 26 4 . 3 4 26 4 . 4 3 29 1 . 4 6 28 4 . 6 6 29 0 . 6 1 0.0392 29 8 . 5 8 0.2313 268.14 0.2328 0.0724 293.18 0.1124 27 1 . 6 5 27 1 . 1 0 26 2 . 2 5 26 1 . 5 9 0.0061 27 7 . 1 9 0.0876 SDCI 4C.1 18+93.54, 15.50' R (KESSLER) RIM/TC = 288.98 10" IE OUT = 284.25 27.88 LF (PVC) @S=0.0118 SDCI 4C.2 18+80.73, 26.06' L (KESSLER) RIM/TC = 288.63 10" IE OUT = 284.25 16.86 LF (PVC) @S=0.0264 SDCI 6A.1 50+34.98, 22.68' L (RIVER TERRACE) RIM/TC = 283.13 6 IE IN = 278.38 24.39 LF (PVC) @S=0.0100 10" IE OUT = 277.75 26.89 LF (PVC) @S=0.0961 SDCI 6A.2 50+38.72, 22.72' R (RIVER TERRACE) RIM/TC = 282.93 10" IE OUT = 277.39 29.41 LF (PVC) @S=0.0756 CLASS 'B' GRANULAR BACKFILL & BEDDING 230 240 250 260 270 280 290 300 310 230 240 250 260 270 280 290 300 310 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 SD M H 3 C I D ST A = 5 4 + 4 5 . 7 1 , 1 . 3 3 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 7 5 . 0 0 ( S ) 12 " I E I N = 2 6 4 . 9 7 ( E ) 18 " I E O U T = 2 6 4 . 4 7 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 4 ) RI M = 2 8 1 . 4 3 SD M H 4 A 12 " I E I N = 2 6 9 . 0 0 ( E ) 12 " I E O U T = 2 6 8 . 8 0 ( W ) ST A = 3 + 5 1 . 8 7 ( S D L N - 4 ) RI M = 2 7 2 . 1 6 SD M H 4 B ST A = 1 8 + 1 8 . 7 7 , 3 . 3 1 ' L (1 6 5 T H S ) 12 " I E I N = 2 8 7 . 0 0 ( S ) 12 " I E I N = 2 8 3 . 2 4 ( N E ) 12 " I E O U T = 2 8 3 . 0 4 ( W ) ST A = 5 + 9 9 . 6 3 ( S D L N - 4 ) RI M = 2 9 2 . 7 4 SD M H 4 C ST A = 1 8 + 8 0 . 0 6 , 9 . 2 2 ' L (K E S S L E R ) 10 " I E I N = 2 8 3 . 8 1 ( N W ) 10 " I E I N = 2 8 3 . 9 2 ( S E ) 12 " I E O U T = 2 8 3 . 6 4 ( S W ) ST A = 6 + 6 4 . 1 0 ( S D L N - 4 ) RI M = 2 8 8 . 7 4 64.47 LF 12" (PVC) @ S=0.0062 247.76 L F 1 2 " ( C 9 0 0 ) @ S=0.0 5 6 7 251.87 LF 12" (C900) @ S=0.0152 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 18" WT/12" SD 11.08' CLR 16" WT/12" SD 11.08' CLR STORM LATERAL TABLE (4" DIAMETER) LOT # FUT 116 FUT 117 FUT 118 FUT 119 STATION 6+24.66 (SDLN-4) 1+46.83 (SDLN-5) 1+96.83 (SDLN-5) 2+46.83 (SDLN-5) LENGTH 34.01' 30.00' 30.00' 30.09' SLOPE 4.77% 4.11% 6.19% 2.00% IE@END 285.31 292.88 298.10 301.57 STORM LATERAL TABLE (6" DIAMETER) LOT # LOT 89 WALL TRACT K WALL STATION ??? (SDLN-6) 6+56.61 (SDLN-4) LENGTH 22.51' 16.94' SLOPE 1.08% 11.81% IE@END 278.62 286.00 SDCI 6A.1 BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** 9.9%286.8 8.1%293.5 8.9%298.4 ** ** ** 97 2+46.83 (SDLN-5)30.09'2.00%301.57** CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 230 240 250 260 270 280 290 230 240 250 260 270 280 290 0+751+002+002+25 SD M H 1 E I D 6 0 " ST A = 5 0 + 8 9 . 9 3 , 2 . 9 7 ' L (R I V E R T E R R A C E ) 12 " I E I N = 2 7 2 . 0 0 ( E ) 12 " I E I N = 2 7 2 . 0 0 ( N ) 18 " I E I N = 2 6 2 . 6 5 ( S ) 24 " I E O U T = 2 6 2 . 1 5 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 6 ) RI M = 2 8 0 . 2 9 SD M H 6 A ST A = 5 0 + 5 3 . 1 0 , 3 . 0 0 ' L (R I V E R T E R R A C E ) 10 " I E I N = 2 7 5 . 1 7 ( N W ) 10 " I E I N = 2 7 5 . 1 7 ( N E ) 12 " I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 + 3 6 . 9 2 ( S D L N - 6 ) RI M = 2 8 2 . 1 3 36.92 LF 12" (PVC) @ S=0.0813 12" SD/8" SS 2.05' CLR P G E 6 4 4 PG E 173 0 TX X SCSSSSSS SS SCSDSD SD W W W W W 9 + 9 7 6 + 0 01+00 2+00 3+00 SDCO 5A.1 SDMH 5A SW D A R L I N G L A N E 1 SDMH 4B 1 5 SW 165TH AVENUE SDLN-5 2 (TYP) SDMH 3I 97 98 FUTURE LOT 118 FUTURE LOT 119 FUTURE LOT 120 FUTURE LOT 116 FUTURE LOT 117 FUTURE LOT 115 P G E 6 4 4 PGE1730 T PG E 64 4 PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T X X X X X X X X X X X X X X X S S S S S S SS SS SS SS SS S S S S SS S S SS SS SS SS S D SD SD SD SD S D S D SD S D SD SD SD SD W W W 4 + 0 0 5 + 0 0 6+ 6 4 1+00 2+00 3+00 4+00 5+00 6+ 0 0 1 + 0 0 2 + 0 0 SDMH 4B SDMH 4A SDMH 4C SDCI 4C.1 SDCI 4C.2 SDMH 3D SDMH 3C ID SDMH 3B SW KESSLER LANE SW 1 6 5 T H A V E N U E 1C 3B 3A 1 1 1 SW R I V E R T E R R A C E B O U L E V A R D SDLN-4 SC 2B 101102104 971059810699107100108 109 TRACT L 103 TRACT K FUTURE FUTURE LOT 116 FUTURE LOT 117 P G E 17 3 0 T T PGE 5106 SS SS SS SS SD SD SD SD W W W W 5 + 0 0 6 + 0 0 1+00 1+37 1+00 SDCI 6A.1 SDMH 6A SDCI 6A.2 SDCI 1F.2 SDMH 1F SDLN-6 SDLN-3 SW C O L O R A D O L A N E 12B 3D 1E SDMH 1E ID 60" SW RIVER TERRACE BOULEVARD W W W 3C SDCI 1F.1 34 89 CLASS 'B' GRANULAR BACKFILL & BEDDING SANITARY LATERAL, TYP 250 260 270 280 290 300 310 320 250 260 270 280 290 300 310 320 0+75 1+00 2+00 3+00 3+25 SD M H 4 B ST A = 1 8 + 1 8 . 7 7 , 3 . 3 1 ' L (1 6 5 T H S ) 12 " I E I N = 2 8 7 . 0 0 ( S ) 12 " I E I N = 2 8 3 . 2 4 ( N E ) 12 " I E O U T = 2 8 3 . 0 4 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 5 ) RI M = 2 9 2 . 7 4 SD M H 5 A ST A = 1 6 + 7 4 . 7 0 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E I N = 3 0 0 . 5 0 ( S ) 4" I E I N = 3 0 0 . 9 7 ( E ) 12 " I E O U T = 3 0 0 . 3 0 ( N ) ST A = 2 + 4 4 . 5 0 ( S D L N - 5 ) RI M = 3 0 6 . 0 7 SD C O 5 A . 1 ST A = 1 6 + 3 1 . 5 5 , 3 . 0 0 ' R (1 6 5 T H S ) 12 " I E O U T = 3 0 1 . 0 3 ( N ) ST A = 2 + 8 7 . 6 5 ( S D L N - 5 ) RI M = 3 1 1 . 1 2 43.15 LF 12" (PVC) @ S=0.0122 144.5 0 L F 1 2 " ( P V C ) @ S=0 . 0 9 2 0 STORM LATERAL, TYP FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 8" WT/12" SD 0.68' CLR N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 5 ) S D - S D L N - 4 , S D L N - 5 , & S D L N - 6 - P D M o d . d w g - S H E E T : 3 0 5 A p r 0 8 , 2 0 2 2 - 5 : 0 1 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN4 PLAN SCALE: 1" = 50' SDLN4 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL FLAT TOP STORM MANHOLE PER CWS DWG NO. 050, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. CONNECT TO WALL DRAIN. 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 STANDARD CLEANOUT PER CWS DWG NO. 500 & 510, SHEET D3.03. 1 1C 3 SDLN5 PLAN SCALE: 1" = 50' SDLN5 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' S D L N - 4 S E E T H I S S H E E T SDLN-5 SEE THIS SHEET SDLN-3 SEE SHEET 304 SDLN6 PLAN SCALE: 1" = 50' SDLN6 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-3 SEE SHEET 304 SDLN-3 SEE SHEET 304 S D L N - 3 S E E S H E E T 3 0 4 SDLN-1 SEE SHEET 301 5 2B SDLN-4, SDLN-5 & SDLN-6 STORM PROFILE 305 2B 29 3 . 2 2 28 6 . 6 2 28 2 . 9 8 28 2 . 7 2 0.0102 29 3 . 2 2 28 6 . 6 2 28 2 . 9 8 28 2 . 7 2 30 0 . 1 4 29 9 . 7 1 0.090 6 0.0206 22.51 29.65 50+33.30, 24.85 27 3 . 5 6 26 8 . 5 8 26 8 . 4 1 0.0571 0.0137 27 1 . 6 5 27 1 . 1 0 26 2 . 2 5 26 1 . 5 9 0.1056 0.0870 SDCI 7A.1 16+80.00, 15.50' L (169TH N) RIM/TC = 285.97 10" IE OUT = 280.97 12.59 LF (PVC) @S=0.1406 SDCI 7A.2 16+83.31, 15.50' R (169TH N) RIM/TC = 285.27 10" IE OUT = 280.25 18.59 LF (PVC) @S=0.0565 SDCI 7B.1 15+00.65, 15.50' L (169TH N) RIM/TC = 294.32 10" IE OUT = 289.33 16.51 LF (PVC) @S=0.0683 SDCI 7B.2 15+13.79, 16.57' R (169TH N) RIM/TC = 293.64 10" IE OUT = 288.75 20.99 LF (PVC) @S=0.0262 SDCI 7D.1 12+85.12, 15.50' L (LEAF) RIM/TC = 305.14 10" IE OUT = 299.80 13.81 LF (PVC) @S=0.0869 SDCI 7D.2 12+89.00, 15.50' R (LEAF) RIM/TC = 304.95 10" IE OUT = 300.00 18.61 LF (PVC) @S=0.0752 SDCO 7F.1 8+72.19, 0.03' R (SDLN-7) RIM = 317.63 12" IE OUT = 310.83 40.33 LF (PVC) @S=0.0100 FINISH GRADE @ STORM CENTERLINEEXISTING GROUND @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 245 250 260 270 280 290 300 310 245 250 260 270 280 290 300 310 0+75 1+00 2+00 3+00 4+00 STORM LATERAL, TYP SD M H 7 A ST A = 1 6 + 8 1 . 5 0 , 3 . 0 0 ' L (1 6 9 T H N ) 12 " I E I N = 2 7 9 . 2 0 ( N ) 10 " I E I N = 2 7 9 . 2 0 ( E ) 10 " I E I N = 2 7 9 . 2 0 ( W ) 12 " I E O U T = 2 7 9 . 0 0 ( S ) ST A = 1 + 4 3 . 6 3 ( S D L N - 7 ) RI M = 2 8 5 . 1 7 SD M H 7 B ST A = 1 5 + 0 1 . 2 1 , 1 . 0 0 ' R (1 6 9 T H N ) 12 " I E I N = 2 8 8 . 2 0 ( N E ) 10 " I E I N = 2 8 8 . 2 0 ( E ) 10 " I E I N = 2 8 8 . 2 0 ( S W ) 4" I E I N = 2 8 8 . 5 3 ( W ) 12 " I E O U T = 2 8 8 . 0 0 ( S ) ST A = 3 + 2 3 . 8 1 ( S D L N - 7 ) RI M = 2 9 4 . 1 5 SD M H 7 C ST A = 1 4 + 3 7 . 3 2 , 0 . 8 5 ' R (1 6 9 T H N ) 12 " I E I N = 2 9 1 . 3 0 ( E ) 12 " I E O U T = 2 9 1 . 1 0 ( S W ) ST A = 3 + 8 6 . 3 2 ( S D L N - 7 ) RI M = 2 9 7 . 3 6 43.63 LF 12" (PVC) @ S=0.0458 180.18 L F 1 2 " ( P V C ) @ S=0.048 8 62.50 LF 12" (PVC) @ S=0.0464 SD M H 2 C ST A = 1 7 + 2 5 . 1 4 , 3 . 0 0 ' L (1 6 9 T H N ) 12 " I E I N = 2 7 7 . 0 0 ( N ) 18 " I E I N = 2 7 6 . 7 0 ( E ) 18 " I E O U T = 2 7 6 . 5 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 7 ) RI M = 2 8 3 . 0 1 12" SD/8" SS 1.33' CLR STORM LATERAL TABLE (6" DIAMETER) LOT # 13 STATION 3+35.36 (SDLN-7) LENGTH 48.89' SLOPE 1.00% IE@END 289.47 STORM LATERAL TABLE (4" DIAMETER) LOT # 1 2 3 4 5 6 7 8 9 10 STATION 6+94.65 (SDLN-7) 6+79.65 (SDLN-7) 6+32.65 (SDLN-7) 5+82.65 (SDLN-7) 5+58.62 (SDLN-7) 5+21.68 (SDLN-7) 4+82.65 (SDLN-7) 4+46.71 (SDLN-7) 4+09.94 (SDLN-7) 3+91.22 (SDLN-7) LENGTH 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' SLOPE 4.00% 4.51% 3.39% 2.19% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% IE@END 307.11 306.67 304.32 301.81 300.74 298.93 297.03 295.29 293.50 292.59 STORM LATERAL TABLE (4" DIAMETER) LOT # 11 12 14 15 16 17 18 19 20 51 STATION 3+80.22 (SDLN-7) 3+51.10 (SDLN-7) 3+23.81 (SDLN-7) 2+96.38 (SDLN-7) 2+63.06 (SDLN-7) 2+26.06 (SDLN-7) 1+76.06 (SDLN-7) 1+50.90 (SDLN-7) 1+26.06 (SDLN-7) 3+68.71 (SDLN-7) LENGTH 47.13' 51.45' 36.24' 35.82' 35.84' 36.00' 36.00' 35.90' 36.00' 33.10' SLOPE 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% IE@END 292.09 290.83 289.26 287.71 286.08 284.28 281.84 280.61 279.25 292.69 SDMH 7B STORM LATERAL TABLE (4" DIAMETER) LOT # 52 53 54 55 56 57 STATION 4+38.07 (SDLN-7) 4+88.07 (SDLN-7) 5+48.57 (SDLN-7) 6+01.07 (SDLN-7) 6+59.07 (SDLN-7) 7+08.07 (SDLN-7) LENGTH 30.00' 30.00' 30.00' 30.00' 30.00' 29.99' SLOPE 2.00% 2.00% 2.00% 2.89% 4.56% 5.96% IE@END 294.75 297.18 300.20 302.65 305.56 308.02 1.2%291.644.5' ** BROKEN/MISSING BOARD** ** 1.7%290.4 2.9%290.0 7.2%289.0 5.0%286.7 3.9%284.7 1.4%281.6 3.7%279.7 3.3%305.9 4.0%302.3 3.7%299.6 3.5%297.5 4.7%294.5 51.6' 3.3%295.3 3.6%297.9 3.0%300.5 6.2%307.6 4+91.7 27.7' T TTT T T T T TT SS SS SS SS SS SS SS SD SD SD SD SD SD W W W W W W W W 4+00 5+00 6+00 7+00 8+00 2+79 SDMH 7F SDMH 7E SDCI 7D.1 SDCI 7D.2 SDMH 7D SW LEAF LANE SW R I V E R T E R R A C E B O U L E V A R D 2 (TYP) SDMH 7C 1 1 3F 1 1 5A SDLN-7 6.00' PUE, TYP. 6.00' PUE, TYP. W W W SC SC SDCO 7F.1 58 51 56 5752535455 TRACT A 5987 1234610 3E G G G G G G G G G TT T T T T T T T T SS SS SS SS S S S S S S S S SD S D S D S D SD SD SD W W W W 4 + 0 0 1+00 2+00 3+00 4 + 0 0 SDMH 7C SDCI 7B.1 SDMH 7B SDCI 7B.2 SDCI 7A.1 SDMH 7A SDCI 7A.2 SDCI 2D.1 SDCI 2D.2 SDMH 2D SDMH 2C SD L N - 2 SDLN-7 1 1 3B 3A 3D 1 3C 1 (TYP) 2 SW 169TH AVENUE SW B E E M E R L A N E 6.00' PUE, TYP. 6.00' PUE, TYP. W W W W 2A 51 18 12 9 11 13 10 22 21 1920 1517 1416 50 260 270 280 290 300 310 320 330 260 270 280 290 300 310 320 330 3+75 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE SD M H 7 C ST A = 1 4 + 3 7 . 3 2 , 0 . 8 5 ' R (L E A F ) 12 " I E I N = 2 9 1 . 3 0 ( E ) 12 " I E O U T = 2 9 1 . 1 0 ( S W ) ST A = 3 + 8 6 . 3 2 ( S D L N - 7 ) RI M = 2 9 7 . 3 6 SD M H 7 D ST A = 1 2 + 9 1 . 0 0 , 3 . 0 0 ' L (L E A F ) 12 " I E I N = 2 9 8 . 6 0 ( E ) 10 " I E I N = 2 9 8 . 6 0 ( S E ) 10 " I E I N = 2 9 8 . 6 0 ( N ) 12 " I E O U T = 2 9 8 . 4 0 ( W ) ST A = 5 + 3 2 . 5 0 ( S D L N - 7 ) RI M = 3 0 4 . 6 5 SD M H 7 E ST A = 1 0 + 2 3 . 8 0 , 3 . 0 0 ' L (L E A F ) 12 " I E I N = 3 0 9 . 9 1 ( N E ) 12 " I E O U T = 3 0 9 . 7 1 ( W ) ST A = 7 + 9 9 . 7 0 ( S D L N - 7 ) RI M = 3 1 6 . 1 7 SD M H 7 F ST A = 4 5 + 3 3 . 1 6 , 2 . 2 3 ' L (R I V E R T E R R A C E ) 12 " I E I N = 3 1 0 . 4 3 ( E ) 12 " I E O U T = 3 1 0 . 2 3 ( S W ) ST A = 8 + 3 1 . 8 6 ( S D L N - 7 ) RI M = 3 1 7 . 5 6 146.18 LF 12" (PVC) @ S=0.0486 267.20 LF 12" (PVC) @ S=0.0416 32.16 LF 12" (PVC) @ S=0.0100 18" WT/12" SD 0.65' CLR 16" WT/12" SD 0.92' CLR 40.33 LF 12" (PVC) @ S=0.0100 SD C O 7 F . 1 ST A = 4 5 + 3 7 . 1 7 , 4 2 . 3 4 ' L (R I V E R T E R R A C E ) 12 " I E O U T = 3 1 0 . 8 3 ( W ) ST A = 8 + 7 2 . 1 9 ( S D L N - 7 ) RI M = 3 1 7 . 6 3 SANITARY LATERAL, TYP STORM LATERAL, TYP N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 6 ) S D - S D L N - 7 - P D M o d . d w g - S H E E T : 3 0 6 A p r 0 8 , 2 0 2 2 - 5 : 0 2 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SDLN-1 SEE SHEET 301 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN7 PLAN SCALE: 1" = 50' SDLN7 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 3A 3B 3C 3D STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D3.02. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC STORM SEWER LATERAL @ S=0.0200 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 STANDARD CLEANOUT PER CWS DWG NO. 500 & 510, SHEET D3.03. 1 2 3 SDLN-7 SEE THIS SHEET S D L N - 7 S E E T H I S S H E E T SDLN7 PLAN SCALE: 1" = 50' SDLN7 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 3E 3F 5A 5A 2A SDLN-7 STORM PROFILE 306 27 6 . 5 1 27 6 . 2 4 27 5 . 9 7 0.0571 28 7 . 8 2 28 7 . 7 2 28 8 . 9 6 28 7 . 3 2 0.0451 0.0525 30 9 . 5 1 30 9 . 1 7 0.0396 30 9 . 9 6 30 9 . 8 4 0.0103 0.0216 0.0491 0.0543 299.35 0.0559 299.64 SDCB 3.1A.1 10+96.50, 9.50' L (ALLEY NEW S) RIM = 283.05 12" IE OUT = 278.86 59.33 LF (PVC) @S=0.0100 255 260 270 280 290 300 255 260 270 280 290 300 0+75 1+00 2+00 2+25 SD C O 8 A ST A = 5 6 + 3 5 . 7 8 , 3 . 1 3 ' R (R I V E R T E R R A C E ) 12 " I E O U T = 2 8 7 . 6 2 ( N ) ST A = 1 + 4 0 . 8 9 ( S D L N - 8 ) RI M = 2 9 4 . 2 5 40.89 LF 12" (PVC) @ S=0.0132 SD M H 3 E ST A = 5 5 + 9 4 . 4 6 , 2 . 1 7 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 8 3 . 2 0 ( E ) 12 " I E I N = 2 8 7 . 0 8 ( S ) 12 " I E O U T = 2 8 3 . 0 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 8 ) RI M = 2 9 2 . 1 6 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 265 270 280 290 300 310 265 270 280 290 300 310 0+75 1+00 2+00 3+00 SD M H 2 I ST A = 1 9 + 6 2 . 4 1 , 3 . 0 0 ' R (B E E M E R ) 12 " I E I N = 2 9 8 . 3 0 ( E ) 12 " I E I N = 2 9 9 . 3 3 ( N ) 12 " I E O U T = 2 9 8 . 1 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 0 ) RI M = 3 0 6 . 5 1 SD M H 1 0 A ST A = 2 0 + 8 4 . 6 3 , 1 . 0 5 ' R (B E E M E R ) 10 " I E I N = 2 9 8 . 8 3 ( S ) 10 " I E I N = 2 9 8 . 8 3 ( N ) 12 " I E O U T = 2 9 8 . 6 7 ( W ) ST A = 2 + 2 2 . 0 5 ( S D L N - 1 0 ) RI M = 3 0 4 . 1 6 CLASS 'B' GRANULAR BACKFILL & BEDDING 122.05 LF 12" (PVC) @ S=0.0030 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 8" WT/12" SD 3.33' CLR PGE 504 T SS SS SS SS SD W W W 8 + 0 0 9 + 0 0 2 + 7 9 1+00 2+00 SDLN-9 SW B E E M E R L A N E 1 SDMH 2F SDMH 9A SDCI 9A.1 SDCI 9A.2 SDMH 2G SDCI 2G.1 SDCI 2G.2 3B 3A 1 8.00' PUE, TYP. 8.00' PUE, TYP. W W W W W SD SD 1 SDMH 9B S C 5 SDCO 9C SW RIVER TERRACE BOULEVARD 57 76 TRACT N PGE 577 PGE 644 PG E 173 0 T PG E 173 0 T SS SS S C SD W 5+00 6+00 7 + 0 0 1+00 1+90 SDCO 8A SDMH 3D SW RIVER TERRACE BOULEVARD SW D A R L I N G L A N E SDMH 3E SDMH 3F SDCI 3F.1 1 SDLN-8 5 W 1 + 0 0 11 + 0 0 108 109 P G E 17 3 0 T SS SD SD W W W W W 12 + 1 0 12 + 0 0 1+00 2+00 2+2213+00 1 4 + 0 0 SDCI 10A.2 SDCI 10A.1 SDMH 10A SDMH 1J SW 1 6 5 T H A V E N U E SDCI 2J.2 SDCI 2J.1 SDMH 2J1 SW BEEMER LANE SDLN-10 3D1 3C6.00' PUE, TYP. 6.00' PUE, TYP. SD SS 66 65 83 67 SDMH 2I 260 270 280 290 300 310 320 260 270 280 290 300 310 320 0+751+002+003+003+50 SD M H 9 A ST A = 4 7 + 7 4 . 7 5 , 1 0 . 0 0 ' R (R I V E R T E R R A C E ) 10 " I E I N = 2 9 3 . 3 8 ( E ) 10 " I E I N = 2 9 3 . 3 8 ( N W ) 12 " I E I N = 2 9 2 . 9 2 ( N ) 12 " I E O U T = 2 9 2 . 7 2 ( S ) ST A = 1 + 4 8 . 5 0 ( S D L N - 9 ) RI M = 3 0 0 . 1 7 SD M H 2 F ST A = 4 8 + 2 2 . 0 6 , 2 0 . 6 3 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 9 0 . 0 6 ( E ) 12 " I E I N = 2 9 1 . 0 0 ( N ) 18 " I E O U T = 2 8 9 . 5 6 ( W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 9 ) RI M = 2 9 7 . 5 3 48.50 LF 12" (PVC) @ S=0.0355 FINISH GRADE @ STORM CENTERLINE EXISTING GRADE @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 71.91 LF 12" (PVC) @ S=0.0100 SD M H 9 B ST A = 4 7 + 0 2 . 8 4 , 1 0 . 0 0 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 9 3 . 8 4 ( E ) 12 " I E O U T = 2 9 3 . 6 4 ( S ) ST A = 2 + 2 0 . 4 0 ( S D L N - 9 ) RI M = 3 0 5 . 3 1 SD C O 9 C ST A = 4 7 + 0 2 . 8 4 , 4 8 . 0 0 ' L (R I V E R T E R R A C E ) 12 " I E O U T = 2 9 5 . 0 0 ( W ) ST A = 2 + 7 9 . 1 1 ( S D L N - 9 ) RI M = 3 0 4 . 3 8 58.00 LF 12" (PVC) @ S=0.0200 X X X X P G E 6 4 4 PGE1730 T PGE1730 T S S S S SS SS SS S D SD SD SD 4 + 0 0 5 + 0 0 1+00 2+00 S W R I V E R T E R R A C E B O U L E V A R D 1 1+98 1+00 1 18 SDCB 3.1A.1 SDMH 3.1A SDMH 3C.1 10+00 11+00 106107108 109 TRACT K 245 250 260 270 280 290 245 250 260 270 280 290 0+75 1+00 2+00 2+75 SD M H 3 C . 1 12 " I E I N = 2 7 7 . 6 8 ( S ) 12 " I E I N = 2 7 7 . 6 8 ( E ) 12 " I E O U T = 2 7 7 . 4 8 ( N ) ST A = 5 4 + 7 0 . 6 9 ( R I V E R T E R R A C E ) RI M = 2 8 3 . 9 6 SD M H 3 . 1 A 12 " I E I N = 2 7 8 . 2 6 ( E ) 12 " I E O U T = 2 7 8 . 0 6 ( W ) ST A = 1 0 + 3 7 . 6 5 ( A L L E Y N E W S ) RI M = 2 8 4 . 0 1 SD C B 3 . 1 A . 1 12 " I E O U T = 2 7 8 . 8 6 ( W ) ST A = 1 0 + 9 6 . 5 0 ( A L L E Y N E W S ) RI M = 2 8 3 . 0 5 59.33 LF 12" (PVC) @ S=0.0100 38.86 LF 12" (PVC) @ S=0.0100 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 16" WT/12" SD 0.60' CLR 18" WT/12" SD 0.56' CLR SDCI 9A.1 47+66.75, 22.70' L (RIVER TERRACE) RIM/TC = 300.84 10" IE OUT = 295.64 33.66 LF (PVC) @S=0.0671 SDCI 9A.2 47+66.75, 22.70' R (RIVER TERRACE) RIM/TC = 300.84 10" IE OUT = 295.29 15.00 LF (PVC) @S=0.1268 SDCI 10A.1 20+89.85, 13.70' R (BEEMER) RIM/TC = 303.74 10" IE OUT = 298.90 13.77 LF (PVC) @S=0.0050 SDCI 10A.2 20+89.81, 14.57' L (BEEMER) RIM/TC = 304.23 10" IE OUT = 299.35 16.39 LF (PVC) @S=0.0313 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 7 ) S D - S D L N - 8 , S D L N - 9 , & S D L N - 1 0 - P D M o d . d w g - S H E E T : 3 0 7 A p r 0 8 , 2 0 2 2 - 5 : 0 3 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN8 PLAN SCALE: 1" = 50' SDLN8 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' INLET DATA: 18 STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 4" PVC STORM SEWER LATERAL @ S=0.0200 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 STANDARD CLEANOUT PER CWS DWG NO. 500 & 510, SHEET D3.03. INSTALL CG-2 CATCH BASIN PER CWS DWG NO. 300, SHEET D3.05. SEE TABLE THIS SHEET FOR INLET INFORMATION. 1 2 3 SDLN9 PLAN SCALE: 1" = 50' SDLN9 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-3 SEE SHEET 304 SDLN10 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-1 SEE SHEET 301 SDLN-2 SEE SHEET 303 S D L N - 3 S E E S H E E T 3 0 4 SDLN-2 SEE SHEET 302 SDLN-2 SEE SHEET 303 S D L N - 2 S E E S H E E T 3 0 3 SDLN10 PLAN SCALE: 1" = 50' 5 SDLN3.1 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN-3 SEE SHEET 304 SDLN-3 SEE SHEET 304 SDLN3.1 PLAN SCALE: 1" = 50' S D L N - 4 S E E S H E E T 3 0 5 INLET DATA: 3A 3B 3C 3D 18 SDLN-8, SDLN-9 & SDLN-10 STORM PROFILE 307 29 7 . 9 0 29 8 . 9 5 29 7 . 7 6 0.0063 304.44 299.54 0.0516 295.29 28 9 . 3 3 29 0 . 1 5 28 8 . 8 1 47+64.91, 25.11' 38.26 0.0761 29 1 . 4 1 29 1 . 6 1 29 2 . 1 9 29 2 . 3 8 29 9 . 7 6 1+ 4 0 . 6 3 47 + 8 3 . 3 0 , 8 . 4 5 ' 2+ 2 1 . 1 1 2+ 7 9 . 1 1 29 2 . 9 2 29 2 . 7 9 47+64.73, 25.26' 25.06 0.1237 80.48 0.0051 0.0359 0.0310 40.63 28 3 . 7 3 G G G G G G G G G G G G G G G PGE 644 P G E 1 7 3 0 T T T S C PG E 173 0T P G E 17 3 0T P G E 6 4 4 PGE 233 SD SD S D S D S D S S SS SS SS SS SS S D S D S D SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W SS SS SS 1+ 0 0 2+00 3+00 1+ 0 0 2+00 3+00 4 + 0 0 5+00 1 + 0 0 2 + 0 0 SDCI 1D.1 SDCI 1D.2 SDMH 1D SDMH 2B SDMH 2A SDCI 1C.2 SDCI 1C.1 SDMH 1C SDMH 1B SDMH 11C SDMH 11B SDMH 11A SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SD 1G 1+ 0 0 1+53 1D 1F 1 1H 1 A-A 10 115 9 12 14 6 250 25 0 2 6 0 25 2 252252 25 4 2 5 6 2 5 8 260 260 256 258 S D L N - 2 SD L N - 1 2 SD L N - 1 SDLN - 1 1 SDLN-1 13 DRY LINE POINT OF CONNECTION TO EXISTING STORMWATER OUTFALL (BY OTHERS) 15 FG 259.50 1 B - B 16 C-C 17 SDMH 12A WQ SDMH 1A FS 7B 7A SIMH 11D.1 SIMH 11D.2 SDMH 11D FC SD 2C 2C 2C WALL B WALL A WALL C 250 252 254 256 258 25 0 25 2 2 6 0 2 5 4 2 5 6 2 5 8 2 6 2 260 252 254 256 258 SDLN-11 38 37 27 26TRACT B TRACT E 3029 25 28 TRACT D 240 250 260 270 240 250 260 270 0+501+002+002+50 114.00' SWALE CONCRETE STILLING BASIN SWALE OUTFALL TO POND SEE DETAIL, THIS SHEET. STA=2+15.12 ELEV=251.00 TOP OF CURB CUTS STA=1+11.36 ELEV=251.83 5.00' CHECK DAM STA=1+50.11 CHECK DAM STA=1+88.11 3:1 SLOPE MAX. WQ SWALE CORE BASE OF WALL AND DAYLIGHT 6" PERFORATED PIPE CIP WALL, PER WALL DETAIL THIS SHEET. IE=251.50 CONCRETE STILLING BASIN AT WQ STORM OUTFALL NO SUMP CLASS 50 RIP RAP AT POND BASE, 21' WIDE ALONG WALL NOTCH, 1.5' DEEP, 10' LONG 10" PIPE OUTFALL HEADWALL, PER STRUCTURAL DETAIL (TBD) 21.00' WIDE NOTCH IN WALL. ELEVATION AT TOP OF OUTFALL WALL 251.0 TOP OF CIP WALL 253.0 21.00' 21.00' 3' LONG AND 4" TALL CONCRETE CURB CUTS TO BE SPACED 2' EDGE TO EDGE IE=251.50 230 240 250 260 270 230 240 250 260 270 0+751+002+003+003+50 APPROXIMATE LOCATION OF EXISTING BEDROCK CUTOFF WALL POND BOTTOM ELEV=249.00 10' WIDE BERM ELEV=260.00 EXISTING GROUND FINISH GRADE FENCE PLANTER WALL SWALE BOTTOM 230 240 250 260 270 230 240 250 260 270 0+75 1+00 2+00 3+00 4+00 4+25 10' WIDE BERM ELEV=260.00 POND BOTTOM ELEV=249.00 EXISTING GROUND FINISH GRADE APPROXIMATE LOCATION OF EXISTING BEDROCK CUTOFF WALL CUTOFF WALL BEGIN VERTICAL CONSTRUCTION OF CUTOFF WALL AT RETAINING WALL FOUNDATION RETAINING WALL CAST-IN-PLACE RETAINING WALL STORM LATERAL TABLE LOT # WALL A WALL B WALL C LENGTH 21.40' 10.28' 12.01' SLOPE 4.67% 19.45% 14.42% IE 257.00 257.00 249.16 BROKEN/MISSING BOARD** ** ** ** N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 8 ) S D - W Q - P D M o d . d w g - S H E E T : 3 0 8 A p r 0 8 , 2 0 2 2 - 5 : 0 4 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 30 FEET 30 15 30 SCALE 0 SDLN-2 SEE SHEET 302 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.REFER TO LANDSCAPE SHEETS L2.01 & L2.02 FOR ADDITIONAL POND PLANTING DETAILS AND REQUIREMENTS. W4 FACILITY & SWALE PLAN SCALE: 1" = 30' STORM NOTES: INSTALL STORM MANHOLE PER CWS NO. 010, SHEET D3.01. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250 & 260, SHEET D3.04. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET D3.01. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET D3.01. INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270, SHEET D3.04, AND NOTCH WEIR WALL PER WEIR PLATE DETAIL. INSTALL 60" FLOW SPLITTER MANHOLE PER CWS DWG NO. 010, SHEET D3.01, AND DETAIL THIS SHEET. INSTALL 72" STORM MANHOLE PER CWS DWG NO. 160, SHEET D3.02. PLUG PIPE BLOCK OUT (SOUTH) FOR FUTURE CONNECTION. INSTALL 4" PVC WALL DRAIN TO DAYLIGHT @ S=0.020 MIN. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. DAYLIGHT TO FG. INSTALL STANDARD CLEANOUT PER CWS DWG NO. 500 & 510, SHEET D3.03. CONSTRUCT WATER QUALITY SWALE WITH 6" UNDER DRAIN PER CWS DWG NO. 700 & 710, SHEET D3.04, AND DETAIL THIS SHEET, WITH CONCRETE CHECK DAMS, APPROX. 37' O.C. THROUGH TREATMENT AREA. PER DETAIL THIS SHEET. INSTALL 48" SLOPED INLET MANHOLE PER DETAIL, SHEET D3.03. REPLACE EXISTING DITCH INLET AND INSTALL 48" SLOPED INLET MANHOLE PER DETAIL, SHEET D3.03. CONSTRUCT WIDE PAVED ACCESS ROAD. 3" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8" AGGREGATE BASE (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. CONSTRUCT 15' WIDE GRAVEL ACCESS ROAD. 8" AGGREGATE BASE (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. CONSTRUCT CONCRETE STILLING BASIN AT STORM OUTFALL HEADWALL,MITRE PIPE, CONCRETE CURB CUTS. REFER TO WATER QUALITY SWALE OUTFALL DETAIL, THIS SHEET. CONCRETE CURB CUTS TO BE 3' LONG, 4" TALL AND TO BE SPACED 2' EDGE TO EDGE INSTALL RIP-RAP AT HEADWALL AND MITRE PIPE, PROVIDE CLASS 200 RIP RAP OUTFALL PROTECTION (8' WIDE X 12' LONG X 1' THICK), ON GEOTEXTILE FABRIC. INSTALL STEEL CASING ALONG SECTION OF PIPE AT STRUCTURAL WALL CROSSING, PER SHEET D3.02. COORDINATE EXTENT OF STEEL CASING WITH CITY INSPECTOR AND CONTACT ENGINEER OF ANY CONFLICTS. CORE BASE OF WALL AND DAYLIGHT PERFORATED UNDER-DRAIN PIPE. NOTCH WALL. INSTALL CLASS 50 RIP RAP AT OUTFALLS. SEE WATER QUALITY SWALE OUTFALL DETAIL ON THIS SHEET. CONSTRUCT 10' WIDE OVERFLOW CLASS 100 RIP RAP, 16' LONG, 2' DEEP, OVER 8 OZ NONWOVEN GEOTEXTILE CONSTRUCT CUTOFF WALL ALONG CENTER OF 10' WIDE BERM AND ALONG CAST-IN-PLACE WALL FOUNDATION TO THE EXTENTS SHOWN ON PLANS. REFER TO GEOTECH MEMO DATED JANUARY 23, 2018, PREPARED BY GEODESIGN INC. (PROJ. NO. POLYGON-124-01) FOR ADDITIONAL REQUIREMENTS. INSTALL 4' HIGH CHAINLINK FENCE ALONG PERIMETER OF POND AS SHOWN ON PLANS. PER CWS DWG NO. 740, SHEET D3.05. 1 1D 1E S D L N - 1 S E E S H E E T 3 0 1 1F 1G 1H 6 7 8 6" FINISHED GRADE FINISHED GRADE 1" CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SWALE MEDIA SECTION CHECK DAM DETAIL N.T.S. 12" MIN. SECTION AA SWALE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 9 11 5 13 10 12 14 WATER QUALITY SWALE OUTFALL DETAIL N.T.S. 15 16 SECTION BB PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SECTION CC PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 17 NOTES: 1.SWALE LENGTH TO BE 114 FT 2.SWALE SLOPE TO BE 0.5% MAX. 3.INSTALL 3 CONCRETE FLOW SPREADERS SPACED AT APPROX. 38 FT PER DETAIL, THIS SHEET 4.REFER TO STRUCTURAL PLANS FOR WATER QUALITY SWALE RETAINING STRUCTURE DESIGN 5.REFER TO GEOTECHNICAL REPORT AND MEMO FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. PROVIDE HIGH DENSITY JUTE MAT (COCONUT FIBER OR GEOJUTE PLUS) WITHIN TREATMENT AREA WQ FLOW WIDTH = 21.00' WQ-STORM ELEVATION 1.50' MIN (TYPICAL CROSS SECTION) WATER QUALITY SWALE CAST-IN-PLACE WALL, REFER TO CIVIL GRADING PLAN AND WALL DETAILS 24" MIN AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER CWS DWG NO. 010, SHEET D3.01 4.00' 6" D3034 PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC 1.00' MIN 249.00' BOTTOM OF POND 253.00' TOP OF WALL 1.00' MIN 8" 6" MIN 1.00' 1.00'2.00' #4 @ 12" O.C. 3.75" CLR #4 @ 12" O.C. 3" CLR N.T.S. TREATMENT DEPTH: 0.50' MAX. 2C WATER QUALITY FACILITY PLAN & PROFILE 308 215 220 230 240 250 260 270 280 215 220 230 240 250 260 270 280 0+50 1+00 2+00 2+50 10.70 LF 24" (PVC ASTM F679) @ S=0.1055 FINISH GRADE @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 7.40 LF 24" (PVC ASTM F679) @ S=0.0200 INSTALL 18' OF STEEL CASING, 3/8" MIN. THICKNESS 54.56 LF 24" (PVC ASTM F679) @ S=0.0682 CHAINLINK FENCE CAST IN PLACE RETAINING WALL SD M H O U T F A L L - 1 ST A = 2 0 + 1 1 . 8 4 , 6 9 . 0 2 ' R (C O L O R A D O ) 24 " I E I N = 2 4 9 . 0 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 ) RI M = 2 5 1 . 5 6 SD M H 1 B ST A = 2 0 + 0 5 . 6 0 , 7 . 8 5 ' R (C O L O R A D O ) 18 " I E I N = 2 5 4 . 5 0 ( N W ) 24 " I E I N = 2 5 3 . 2 7 ( E ) 24 " I E O U T = 2 5 3 . 0 7 ( S ) ST A = 1 + 6 1 . 9 6 ( S D L N - 1 ) RI M = 2 6 3 . 9 4 SD M H 1 A F S ST A = 2 0 + 0 7 . 7 2 , 1 4 . 8 4 ' R (C O L O R A D O ) 24 " I E I N = 2 5 2 . 9 2 ( N ) 24 " I E O U T = 2 5 2 . 7 2 ( S ) 10 " I E O U T = 2 5 1 . 9 7 ( W ) ST A = 1 + 5 4 . 5 6 ( S D L N - 1 ) RI M = 2 6 3 . 7 5 220 230 240 250 260 270 280 220 230 240 250 260 270 280 0+501+002+002+25 10.67 LF 10" (PVC) @ S=0.0050 42.66 LF 10" (PVC) @ S=0.0050 FINISH GRADE @ STORM CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING CHAINLINK FENCE INSTALL 18.0' OF STEEL CASING, 5/16" MIN. THICKNESS RETAINING WALL SD M H 1 2 A W Q 10 " I E I N = 2 5 1 . 9 1 ( E ) 10 " I E O U T = 2 5 1 . 7 1 ( S ) SU M P = 2 5 0 . 3 3 ST A = 1 + 4 2 . 6 6 ( S D L N - 1 2 ) RI M = 2 6 3 . 7 5 SD M H 1 A F S 24 " I E I N = 2 5 2 . 9 2 ( N ) 24 " I E O U T = 2 5 2 . 7 2 ( S ) 10 " I E O U T = 2 5 1 . 9 7 ( W ) ST A = 1 + 5 3 . 3 3 ( S D L N - 1 2 ) RI M = 2 6 3 . 7 5 SD M H O U T F A L L - 2 10 " I E I N = 2 5 1 . 5 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 2 ) RI M = 2 5 2 . 8 6 215 220 230 240 250 260 270 280 215 220 230 240 250 260 270 280 0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+25 FINISH GRADE @ STORM CENTERLINE EXISTING GROUND @ STORM CENTERLINE 228.02 LF 24" (C905) @ S=0.0098 103.18 LF 24" (PVC ASTM F 6 7 9 ) @ S=0.0137 24.86 LF 24" (PVC ASTM F679) @ S=0.0050 CLASS 'A' NATIVE BACKFILL & BEDDING 33.68 LF 24" (C905) @ S=0.0050 SI M H 1 1 D . 1 - N O S U M P 24 " I E O U T = 2 4 8 . 0 0 ( N E ) ST A = 5 + 1 2 . 0 9 ( S D L N - 1 1 ) RI M = 24 9 . 0 0 SI M H 1 1 D . 2 - N O S U M P 24 " I E I N = 2 4 7 . 8 9 ( S W ) 24 " I E O U T = 2 4 7 . 6 9 ( E ) ST A = 4 + 8 9 . 7 2 ( S D L N - 1 1 ) RI M = 25 5 . 0 0 SD M H 1 1 D F C ST A = 4 + 6 4 . 8 7 , 0 . 0 0 ' (S D L N - 1 1 ) 24 " I E I N = 2 4 7 . 5 6 ( W ) 24 " I E O U T = 2 4 7 . 3 6 ( S ) ST A = 4 + 6 4 . 8 7 ( S D L N - 1 1 ) RI M = 2 6 0 . 9 0 SD M H 1 1 C 24 " I E I N = 2 4 5 . 9 5 ( N ) 24 " I E O U T = 2 4 5 . 7 5 ( S W ) ST A = 3 + 6 1 . 6 9 ( S D L N - 1 1 ) RI M = 2 6 0 . 0 0 SD M H 1 1 B 24 " I E I N = 2 4 3 . 5 2 ( N E ) 24 " I E O U T = 2 4 3 . 3 2 ( S ) ST A = 1 + 3 3 . 6 8 ( S D L N - 1 1 ) RI M = 2 4 8 . 6 3 SD M H 1 1 A 24 " I E I N = 2 4 3 . 1 5 ( N ) 24 " I E O U T = 2 4 2 . 9 5 ( S E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 1 ) RI M = 2 5 0 . 4 1 22.36 LF 24" (PVC ASTM F679) @ S=0.0050 SDMH 11A PLAN 48" SD 11A RIM: 248.12 PLUG FUTURE BLOCK OUT 24" OUT S IE: 243.30 5.42' 2.15' 24" IN N IE: 243.50 SDMH 11B PLAN 72" SD 11B RIM: 248.63 12" OUT SW IE: 244.88 PLUG BLOCK OUT 24" OUT S IE: 244.88 0.77' 8.08' 3.85' 24" IN NE IE: 245.08 SDMH 11C PLAN 48" SD 11C RIM: 259.42 24" OUT SW IE: 247.12 5.88' 1.69' 24" IN N IE: 247.32 SDMH 11D PLAN 60" SD 11D RIM: 263.14 24" OUT SW IE: 247.75 9.37' 1.47' 24" IN N IE: 247.95 BAFFLE WALL REFER TO FLOW CONTROL STRUCTURE DETAIL SHEET D3.04 SDMH 1B PLAN 48" SD 1B RIM: 263.94 24" OUT S IE: 253.79 2.41' 0.62' 18" IN NW IE: 254.50 2.78' 24" IN E IE: 254.35 251.00 255.00 260.00 SDMH 1B ROLLOUT DETAIL 0.67' 24" OUT S IE: 253.79 24" IN E IE: 254.35 18" IN NW IE: 254.50 SDMH 1A PLAN 60" SD 1A RIM: 263.75 24" OUT S IE: 252.72 5.39' 1.82' 24" IN N IE: 252.62 10" OUT E IE: 251.97 2.27' N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 3 0 8 ) S D - W Q - P D M o d . d w g - S H E E T : 3 0 9 A p r 0 8 , 2 0 2 2 - 5 : 0 4 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SDLN1 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN12 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SDLN11 PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' WATER QUALITY FACILITY PROFILE & DETAILS 309 24 9 . 3 9 1+ 0 5 . 8 6 20 + 1 1 . 5 6 , 6 3 . 1 9 48.70 0.0684 25 2 . 3 4 24 1 . 2 4 24 1 . 1 3 25 2 . 2 6 1+ 4 1 . 2 6 3+ 6 2 . 3 6 25 9 . 6 4 24 5 . 6 0 24 5 . 4 4 4+ 6 5 . 5 3 4+ 9 0 . 3 9 5+ 1 2 . 7 5 0.0171 0.0087 221.10 41.26 0.0504 241.24 252.34 241.13 252.26 245.60 259.64 245.44 26 0 . 4 7 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P D M o d . d w g - S H E E T : D 3 . 0 1 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STORM DETAILS D3.01 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P D M o d . d w g - S H E E T : D 3 . 0 2 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SEAL THE AREA BETWEEN THE END OF THE CASING AND PIPE BY FORCING GROUT INTO THE SPACE AROUND THE PIPE AT THE DIMENSIONS SHOWN SMOOTH STEEL PIPE CASING FLEXIBLE JOINT 18" MAX 24" MAX PIPE AS SPECIFIED ON PLANS FILL ANNULAR SPACE WITH SAND ·BEGIN AT THE FAR END AND FILL BACK TOWARD THE INSERTION HOLE. ·AIR VENT AND FILLING POINTS SHALL BE REMOVED PRIOR TO GROUT PLUGS BEING INSTALLED. NOTE: 1.PROVIDE PIPE NIPPLE AT TOP OF CASING, AT EACH END OF CASING FOR AS SPECIFIED, FOR FILING AND VERIFYING FILING OPERATION. 2.GROUT SHALL BE PUMPED TO FILL VOIDS AROUND THE CASING DURING THE INSTALLATION. PIPE CENTERLINE 45° CASING PIPE ·6"-12" DIA. - 1/4" MIN. THICKNESS ·15"-24" DIA. - 5/16" MIN. THICKNESS OR AS SPECIFIED ·25"-42" DIA. - 3/8" MIN. THICKNESS OR AS SPECIFIED PIPE AS SPECIFIED ON PLANS STRAP PRESSURE TREATED WOOD OR PREFABRICATED SKIDS WITH BANDS, THREE PER PIPE MIN. SPACED TO SUPPORT PIPE TO ENSURE NO DEFLECTION. PREFABRICATED SKIDS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OR APPROVED EQUAL. 45° PIPE CASING DETAIL N.T.S.1 STORM DETAILS D3.02 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P D M o d . d w g - S H E E T : D 3 . 0 3 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STORM DETAILS D3.03 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P D M o d . d w g - S H E E T : D 3 . 0 4 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 * SEE WEIR NOTCH DETAIL THIS SHEET 60 247.57 247.57 245.57 258.60 260.90 24 1 3.0 ELEV=258.60 WEIR PLATE DETAIL NOT TO SCALE TOP OF WEIR WALL 1.32" WIDE x 26.4" LONG NOTCH CUT IN STEEL PLATE CENTERED OVER NOTCH IN CONCRETE BAFFLE WALL 4" WIDE x 28" LONG NOTCH IN CONCRETE WEIR WALL 12" WIDE x 30" STAINLESS STEEL PLATE BOLT STEEL PLATE TO WALL WITH STAINLESS STEEL HARDWARE - 6 EA STORM DETAILS D3.04 260.47 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 3 . 0 1 ) S T O R M D E T A I L S - P D M o d . d w g - S H E E T : D 3 . 0 5 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STORM DETAILS D3.05 SS S S SS SS SS SS SS SS SS SS S S S S SS SD SD SD S D S D SD SD SD SD SD SD WWWWWWWW W W W W 1+00 2+00 3 + 0 0 4 + 0 0 5+00 6+00 7+00 8+00 9 + 0 0 10 + 0 0 1 + 0 0 1+00 SSMH A2 SSMH A3 SSMH A4 G G G G G G PGE 644 P G E 6 4 4 PGE1730 P G E 1730 P G E 1730 P G E 1730 T T T T T T T T SC PG E 173 0T PG E 173 0T P G E 17 3 0T P G E 6 4 4 PGE 233 T PGE 233 P G E 5 1 0 6 S C S XSS 1 SSMH A5 ID EX SSMH #1 (TYP) 1B 1 W W W W SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW COLORADO LANE S W 1 6 9 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D 1 2 (TYP) W W 2B2B2B2B 273.73 275.60270.19 34383735 89 23 24 27 26TRACT B TRACT C 313029 25 28 3332 7742434445404139 36 90 2 SANITARY LATERAL TABLE (4" DIAMETER) LOT # 23 24 25 26 27 28 29 30 31 32 33 34 STATION 2+30.21 (SSLN-A) 3+18.77 (SSLN-A) 3+50.29 (SSLN-A) 3+95.49 (SSLN-A) ??? (???) 5+44.51 (SSLN-A) 5+72.92 (SSLN-A) 6+20.29 (SSLN-A) 6+74.42 (SSLN-A) 7+27.51 (SSLN-A) 7+90.95 (SSLN-A) 7+97.95 (SSLN-A) LENGTH 25.99' 25.99' 26.00' 32.28' 27.84' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 26.00' SLOPE 40.00% 30.46% 18.84% 5.61% 9.55% 1.97% 2.00% 4.00% 4.00% 4.00% 4.00% 30.00% IE 268.209 265.887 262.995 260.296 261.570 260.260 260.388 261.377 261.594 261.806 262.060 268.288 SSMH A3 * * * * * * * SANITARY LATERAL TABLE (6" DIAMETER) LOT # 35 36 37 38 STATION 7+34.92 (SSLN-A) 6+17.92 (SSLN-A) 5+68.50 (SSLN-A) 4+98.02 (SSLN-A) LENGTH 26.00' 26.00' 26.00' 26.00' SLOPE 30.00% 19.18% 9.52% 2.00% IE 267.953 264.670 261.962 259.725 * * * * 10.1%260.8 ** BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** ** ** ** ** ** ** ** 11.4%264.6 20.4%268.3 21.2%269.0 27.0%271.1 46.3%272.3 36.7%270.0 42.1' 31.0' 225 230 240 250 260 270 280 290 225 230 240 250 260 270 280 290 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 105.03 LF 10" (PVC) @ S=0.0027 105.45 LF 8" (PVC) @ S=0.0040 58.63 LF 8" (PVC) @ S=0.0040 66.79 LF 8" (PVC) @ S=0.0040 401.00 LF 8" (PVC) @ S=0.0040 EX S S M H # 1 ST A : 5 8 + 2 6 . 7 2 , 2 6 . 0 4 L ' (R O Y R O G E R S ) ST A : 1 + 0 0 . 0 0 ( S S L N - A ) RI M = 2 6 8 . 1 3 10 " I E I N = 2 5 6 . 9 3 ( E ) 10 " I E O U T = 2 5 6 . 7 3 ( N ) SS M H A 1 I D ST A = 1 8 + 1 4 . 4 0 , 7 . 0 0 ' R (1 6 9 T H N ) 8" I E I N = 2 5 7 . 5 5 ( S ) 8" I E I N = 2 6 7 . 1 0 ( N ) 10 " I E O U T = 2 5 7 . 3 5 ( W ) ST A = 2 + 5 5 . 9 5 ( S S L N - A ) RI M = 2 7 7 . 2 0 SS M H A 2 ST A = 1 9 + 1 9 . 8 5 , 7 . 0 0 ' R (1 6 9 T H N ) 8" I E I N = 2 5 8 . 1 8 ( S ) 8" I E O U T = 2 5 7 . 9 7 ( N ) ST A = 3 + 6 1 . 4 0 ( S S L N - A ) RI M = 2 6 7 . 4 0 SS M H A 3 ST A = 1 9 + 7 0 . 2 0 , 1 7 . 4 8 ' R (C O L O R A D O ) 8" I E I N = 2 5 8 . 6 1 ( E ) 4" I E I N = 2 5 8 . 9 1 ( S W ) 8" I E O U T = 2 5 8 . 4 1 ( N ) ST A = 4 + 2 0 . 0 3 ( S S L N - A ) RI M = 2 6 4 . 4 5 SS M H A 4 ST A = 2 0 + 3 0 . 6 4 , 7 . 0 0 ' L (C O L O R A D O ) 8" I E I N = 2 5 9 . 0 8 ( E ) 8" I E O U T = 2 5 8 . 8 8 ( W ) ST A = 4 + 8 6 . 8 2 ( S S L N - A ) RI M = 2 6 3 . 9 9 SS M H A 5 I D ST A = 2 4 + 3 1 . 6 4 , 7 . 0 0 ' L (C O L O R A D O ) 8" I E I N = 2 6 0 . 8 8 ( S ) 8" I E I N = 2 7 0 . 0 0 ( E ) 8" I E O U T = 2 6 0 . 6 8 ( W ) ST A = 8 + 8 7 . 8 2 ( S S L N - A ) RI M = 2 8 0 . 6 5 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS/18" SD 2.21' CLR SANITARY LATERAL, TYP STORM LATERAL, TYP 10" SD/8" SS 3.14' CLR 8" SS/18" SD 0.50' CLR 8" SS/10" SD 0.28' CLR 8" WT/8" SS 0.83' CLR EX S S C O # 1 ST A : 5 8 + 2 7 . 2 4 , 7 6 . 9 6 L ' (R O Y R O G E R S ) ST A : 1 + 5 0 . 9 2 ( S S L N - A ) RI M = 2 7 6 . 3 6 10 " I E I N = 2 5 7 . 0 7 ( E ) 10 " I E O U T = 2 5 7 . 0 7 ( W ) CLASS 'A' NATIVE BACKFILL & BEDDING 50.92 LF 10" @ S=0.0027 4" SD/8" SS 2.46' CLR N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 1 - 4 0 3 ) S S - S S L N - A - P D M o d . d w g - S H E E T : 4 0 1 A p r 0 8 , 2 0 2 2 - 5 : 0 5 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SSLN-A SEE SHEET 402 S S L N - C S E E S H E E T 4 0 6 SSLN-B SEE SHEET 404 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 SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC SANITARY SEWER LATERAL @ S=0.0100 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. REMOVE CLEANOUT AND CONNECT TO EXISTING PIPE. MAINTAIN EXISTING SLOPE AND ALIGNMENT. CONTRACTOR TO FIELD VERIFY EXISTING SLOPE AND ALIGNMENT AND REPORT DISCREPANCIES TO ENGINEER. SANITARY NOTES: 1 2 2B 1B SSLNA PLAN SCALE: 1" = 50' SSLNA PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 5 SSLN-A SANITARY PROFILE 401 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 26 2 . 0 0 X X X X X X X X X X X X X X X S S S S S S SS SS SS SS SS S S S S SS S S SS SS SS SS S D SD SD SD SD S D SD SD SD SD SD W W W1 2 + 0 0 13+00 14+00 15+00 16+00 17+00 18 + 0 0 1 9 + 0 0 1 + 0 0 2 + 0 0 1 + 0 0 2 + 0 0 SDMH A8 SSMH A9 ID SSMH A10 SSMH D1 SSMH A7 ID P G E 6 4 4 PGE1730 T PGE PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T 1B SSMH A11 1 1 1 1 2 (TYP) SW KESSLER LANE SW 1 6 5 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D S C 25.00' SANITARY AND STORM EASEMENT 3 SSCO A11.1 103 TRACT K 101102104 971059810699107100108 109 TRACT L TRACT K 116 117 X X X SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD W W W 9+00 10+00 11+00 12+00 1 3 + 0 0 1 + 0 0 2 + 0 0 1+00 SSMH A5 ID SSMH A6 P G E 17 3 0 T T PGE 5106 PG E 173 0 T PG E 173 0 T 1B SSMH A7 ID1 1B SW RIVER TERRACE BOULEVARD W W W TRACT K ROW : 1366 90 SANITARY LATERAL TABLE LOT # FUT 116 STATION 17+58.50 (SSLN-A) LENGTH 47.19' SLOPE 2.00% IE 282.377 18.5%289.744.7' 235 240 250 260 270 280 290 300 235 240 250 260 270 280 290 300 12+25 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 247.50 LF 8" (C900) @ S=0.0164 247.71 L F 8 " ( C 9 0 0 ) @ S=0.05 6 7 62.33 LF 8" (PVC) @ S=0.0052 94.84 LF 8" (PVC) @ S=0.0040 17.00 LF 8" (PVC) @ S=0.0040 SS M H A 7 I D ST A = 5 4 + 3 5 . 7 6 , 7 . 0 0 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 7 2 . 5 5 ( S ) 8" I E I N = 2 6 2 . 7 0 ( E ) 8" I E O U T = 2 6 2 . 5 0 ( N ) ST A = 1 2 + 4 3 . 3 4 ( S S L N - A ) RI M = 2 8 0 . 2 4 SD M H A 8 ST A = 5 4 + 3 3 . 3 9 , 2 4 0 . 4 8 ' L (R I V E R T E R R A C E ) 8" I E I N = 2 6 6 . 9 6 ( E ) 8" I E O U T = 2 6 6 . 7 6 ( W ) ST A = 1 4 + 9 0 . 8 4 ( S S L N - A ) RI M = 2 7 1 . 7 0 SS M H A 9 I D ST A = 1 8 + 2 3 . 7 2 , 1 6 . 3 5 ' L (1 6 5 T H S ) 8" I E I N = 2 8 1 . 2 0 ( N E ) 8" I E I N = 2 8 5 . 4 9 ( S ) 8" I E O U T = 2 8 1 . 0 0 ( W ) ST A = 1 7 + 3 8 . 5 5 ( S S L N - A ) RI M = 2 9 1 . 9 0 SS M H A 1 0 ST A = 1 8 + 7 6 . 8 1 , 1 9 . 1 2 ' L (K E S S L E R ) 8" I E I N = 2 8 1 . 7 3 ( E ) 8" I E O U T = 2 8 1 . 5 3 ( S W ) ST A = 1 8 + 0 0 . 8 8 ( S S L N - A ) RI M = 2 8 8 . 5 6 SS M H A 1 1 ST A = 1 9 + 6 3 . 8 7 , 7 . 0 0 ' L (K E S S L E R ) 8" I E I N = 2 8 2 . 3 1 ( N ) 8" I E O U T = 2 8 2 . 1 1 ( W ) ST A = 1 8 + 9 5 . 7 2 ( S S L N - A ) RI M = 2 9 2 . 4 7 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'A' NATIVE BACKFILL & BEDDING OR WALL BACKFILL AS REQUIRED 10" SD/8" SS 1.57' CLR SANITARY LATERAL, TYP CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING 12" SD/8" SS 0.95' CLR 18" WT/8" SS 12.28' CLR 16" WT/8" SS 12.31' CLR SS C O A 1 1 . 1 ST A = 1 9 + 6 3 . 8 7 , 2 4 . 0 0 ' L (K E S S L E R ) 8" I E O U T = 2 8 2 . 3 8 ( S ) ST A = 1 9 + 1 2 . 7 2 ( S S L N - A ) RI M = 2 9 3 . 5 9 225 230 240 250 260 270 280 290 225 230 240 250 260 270 280 290 8+75 9+00 10+00 11+00 12+00 13+00 137.02 LF 8" (C900) @ S=0.0040 218.51 LF 8" (ASTM D3034) @ S=0.0040 SS M H A 5 I D ST A = 5 0 + 8 0 . 6 8 , 7 . 0 0 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 6 0 . 8 8 ( S ) 8" I E I N = 2 7 0 . 0 0 ( E ) 8" I E O U T = 2 6 0 . 6 8 ( W ) ST A = 8 + 8 7 . 8 2 ( S S L N - A ) RI M = 2 8 0 . 6 5 SS M H A 6 ST A = 5 2 + 1 7 . 2 5 , 7 . 0 0 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 6 1 . 6 3 ( S ) 8" I E O U T = 2 6 1 . 4 3 ( N ) ST A = 1 0 + 2 4 . 8 3 ( S S L N - A ) RI M = 2 7 3 . 1 8 SS M H A 7 I D ST A = 5 4 + 3 5 . 7 6 , 7 . 0 0 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 7 2 . 5 5 ( S ) 8" I E I N = 2 6 2 . 7 0 ( E ) 8" I E O U T = 2 6 2 . 5 0 ( N ) ST A = 1 2 + 4 3 . 3 4 ( S S L N - A ) RI M = 2 8 0 . 2 4 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 18" SD/8" SS 0.50' CLR 8" WT/8" SS 14.43' CLR 12" SD/8" SS 0.95' CLR 18" WT/8" SS 12.28' CLR 16" WT/8" SS 12.31' CLR CLASS 'A' NATIVE BACKFILL & BEDDING N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 1 - 4 0 3 ) S S - S S L N - A - P D M o d . d w g - S H E E T : 4 0 2 A p r 1 1 , 2 0 2 2 - 1 : 2 6 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SSLNA SEE SHEET 01 66/1$3/$1 SCALE: 1" = 50' 66/1$352),/( HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLNA SEE THIS SHEET S S L N ' S E E S H E E T 0 SSLNC SEE SHEET 0 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 DTL4.01. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL STANDARD CLEANOUT PER CWS DWG 500 & 510, SHEET D4.02. SANITARY NOTES: 1 2 1B 66/1$352),/( HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLNA SEE THIS SHEET 66/1$3/$1 SCALE: 1" = 50' 3 SSLN-A SANITARY PROFILE 402 29 2 . 4 9 27 2 . 4 2 SS M H A 1 I D ST A = 1 8 + 1 4 . 4 0 , 7 . 0 0 ' R (1 6 9 T H N ) 8" I E I N = 2 5 7 . 5 5 ( S ) 8" I E I N = 2 6 7 . 1 0 ( N ) 10 " I E O U T = 2 5 7 . 3 5 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - B ) RI M = 2 7 7 . 2 0 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING230 240 250 260 270 280 290 230 240 250 260 270 280 290 0+75 1+00 2+00 2+25 99.36 L F 8 " ( P V C ) @ S=0. 0 7 9 6 SS M H B 1 ST A = 1 7 + 1 5 . 0 3 , 7 . 0 0 ' R (1 6 9 T H N ) 8" I E I N = 2 7 5 . 2 0 ( N ) 8" I E I N = 2 7 5 . 2 0 ( E ) 8" I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 + 9 9 . 3 6 ( S S L N - B ) RI M = 2 8 3 . 4 1 12" SD/8" SS 1.31' CLR STORM LATERAL, TYP SANITARY LATERAL, TYP PGEPGE1730 T S S SS S S SD SD W W 2 + 0 0 1+00 2 + 0 0 SSMH B1 SSMH A1 ID 1B 2 (TYP) 1 SW 169TH AVENUE W 39 22 21 20TRACT C PGE 644 P G E 6 4 4 P G E 5 0 4 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE 1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE 1730 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T T T T T T TTTT T T PG E 173 0T PG E 173 0T P G E 6 4 4 PG E 173 0T TPGE 233 T PGE 233 P G E 6 4 4 PGE1730 T PGE 1730 T PGE 1730 T PGE1730 T PGE 1730 T P G E 6 4 4 P G E 6 4 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W 2+00 1 + 0 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1 2 + 0 0 7+ 1 6 7+ 0 0 SSMH B3 SSMH C4 SSMH B22 (TYP) 1 1 1 SSMH B1 WW SW BEEMER LANE SW R I V E R T E R R A C E BO U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SD SD SD SD SD SD W W S D 2B2B 2B 2B S C SS SS SS 1 SSMH B2.1 SSCO B2.1.1 3 48 8377817882798042434445404139 18 22 21 19 20 TRACT C 47 465049 TRACT I 76 74 6773727170697568TRACT N 2 (TYP) SANITARY LATERAL TABLE (4" DIAMETER) LOT # 21 22 39 40 41 42 43 44 45 48 67 68 69 70 STATION 1+70.32 (SSLN-B) 1+20.32 (SSLN-B) 2+62.44 (SSLN-B) 3+01.11 (SSLN-B) 3+51.11 (SSLN-B) 4+11.11 (SSLN-B) 4+71.11 (SSLN-B) 5+31.11 (SSLN-B) 5+94.11 (SSLN-B) 4+08.11 (SSLN-B) 11+11.84 (SSLN-B) 10+54.11 (SSLN-B) 10+21.11 (SSLN-B) 9+99.84 (SSLN-B) LENGTH 26.00' 26.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 28.00' 28.00' 28.00' 28.00' 28.00' SLOPE 14.80% 18.05% 4.81% 5.43% 6.31% 7.37% 6.00% 6.00% 6.00% 11.66% 14.00% 13.80% 11.50% 10.00% IE 276.70 273.57 279.05 280.33 282.03 284.06 285.07 286.65 288.32 284.15 300.01 298.98 297.75 296.82 SANITARY LATERAL TABLE (4" DIAMETER) LOT # 71 72 73 74 75 76 77 78 79 80 81 82 83 STATION 9+52.11 (SSLN-B) 9+06.11 (SSLN-B) 8+73.11 (SSLN-B) 8+45.18 (SSLN-B) 8+09.11 (SSLN-B) 7+74.38 (SSLN-B) 7+64.88 (SSLN-B) 8+06.84 (SSLN-B) 8+66.84 (SSLN-B) 9+17.84 (SSLN-B) 9+76.84 (SSLN-B) 10+26.84 (SSLN-B) 11+01.22 (SSLN-B) LENGTH 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' 42.00' SLOPE 10.00% 8.90% 8.90% 8.00% 8.50% 10.00% 5.09% 5.22% 6.14% 8.36% 4.00% 4.00% 4.00% IE 296.12 294.79 294.21 293.59 292.96 292.77 292.00 292.84 294.33 296.21 295.27 296.20 297.58 * * * * * * * * * * * * * * SANITARY LATERAL TABLE (6" DIAMETER) LOT # 46 47 49 50 STATION 5+91.11 (SSLN-B) 4+68.11 (SSLN-B) 3+49.07 (SSLN-B) 2+65.44 (SSLN-B) LENGTH 28.00' 28.00' 28.00' 28.00' SLOPE 16.21% 12.95% 9.79% 7.61% IE 290.17 286.01 281.98 279.16 * ** * * * * * * * * * 15.4%272.9 ** ** ** BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** 1.4%277.6 5.1%281.4 5.7%283.2 4.8%284.4 4.9%285.9 5.6%287.9 9.5%283.4 15.6%299.7 10.2%297.5 3.4%295.1 8.8%295.8 7.4%293.8 4.3%291.6 3.2%291.9 8.7%295.4 5.3%294.7 11.5%300.8 5.6%280.7 4.7%278.3 CLASS 'B' GRANULAR BACKFILL & BEDDING 245 250 260 270 280 290 300 310 245 250 260 270 280 290 300 310 1+75 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+75 484.48 LF 8" (P V C ) @ S=0.0264 253.26 LF 8" (PVC) @ S=0.0177 SS M H B 1 ST A = 9 + 9 3 . 0 0 , 7 . 0 7 ' L (B E E M E R ) 8" I E I N = 2 7 5 . 2 0 ( N ) 8" I E I N = 2 7 5 . 2 0 ( E ) 8" I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 + 9 9 . 3 6 ( S S L N - B ) RI M = 2 8 3 . 4 1 SS M H B 2 ST A = 1 4 + 7 7 . 4 1 , 7 . 0 0 ' L (B E E M E R ) 8" I E I N = 2 8 8 . 2 0 ( E ) 8" I E O U T = 2 8 8 . 0 0 ( W ) ST A = 6 + 8 3 . 8 4 ( S S L N - B ) RI M = 2 9 8 . 3 7 SS M H B 3 ST A = 1 9 + 5 2 . 4 1 , 7 . 0 0 ' L (B E E M E R ) 8" I E I N = 2 9 7 . 0 0 ( N ) 8" I E O U T = 2 9 6 . 8 0 ( W ) ST A = 1 1 + 5 8 . 8 4 ( S S L N - B ) RI M = 3 0 6 . 9 1 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP STORM LATERAL, TYP 12" SD/8" SS 2.98' CLR 12" SD/8" SS 1.31' CLR 16" WT/8" SS 4.37' CLR 18" WT/8" SS 3.35' CLR 10" SD/8" SS 2.21' CLR 10" SD/8" SS 1.80' CLR 8" WT/8" SS 3.34' CLR 221.74 LF 8" (PVC) @ S=0.0177 SS M H B 2 . 1 ST A = 1 7 + 3 0 . 6 7 , 7 . 0 0 ' L (B E E M E R ) 8" I E I N = 2 9 2 . 8 8 ( E ) 8" I E I N = 2 9 3 . 0 0 ( N ) 8" I E O U T = 2 9 2 . 6 8 ( W ) ST A = 9 + 3 7 . 1 0 ( S S L N - B ) RI M = 3 0 1 . 0 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 4 ) S S - S S L N - B - P D M o d . d w g - S H E E T : 4 0 4 A p r 0 8 , 2 0 2 2 - 5 : 0 6 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SSLNB PLAN SCALE: 1" = 50' SSLNB PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-B SEE THIS SHEET SSLN-A SEE THIS SHEET S S L N - A S E E S H E E T 4 0 1 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 SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC SANITARY SEWER LATERAL @ S=0.0100 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL STANDARD CLEANOUT PER CWS DWG 500 & 510, SHEET D4.02. SANITARY NOTES: 1 1B 2 SSLNB PLAN SCALE: 1" = 50' SSLNB PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-B SEE SHEET 405 SSLN-F SEE SHEET 407 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2B 3 SSLN-B SANITARY PROFILE 404 27 4 . 9 3 27 4 . 7 1 27 4 . 9 3 27 4 . 7 1 28 7 . 6 4 0.0257 270 280 290 300 310 320 330 340 270 280 290 300 310 320 330 340 11+50 12+00 13+00 14+00 15+0015+25 341.6 1 L F 8 " ( P V C ) @ S=0. 0 8 2 2 SS M H B 3 ST A = 3 1 + 2 6 . 7 5 , 7 . 0 0 ' L (1 6 5 T H N ) 8" I E I N = 2 9 7 . 0 0 ( N ) 8" I E O U T = 2 9 6 . 8 0 ( W ) ST A = 1 1 + 5 8 . 8 4 ( S S L N - B ) RI M = 3 0 6 . 9 1 SS M H B 4 ST A = 3 4 + 6 8 . 3 6 , 7 . 0 0 ' L (1 6 5 T H N ) 8" I E O U T = 3 2 5 . 0 9 ( S ) ST A = 1 5 + 0 0 . 4 5 ( S S L N - B ) RI M = 3 3 6 . 5 9 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SANITARY LATERAL, TYP 10" SD/8" SS 1.35' CLR 10" SD/8" SS 2.73' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING PGE 577 P G E 6 4 4 PG E 173 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T T T P G E 1 7 3 0 T P G E 1 7 3 0 T SS SS SS SS SS SS S D S D SD SD SD SD W W W W W W W W W W WW 15+00 1 1 + 0 0 12+00 13+00 14+00 SSMH B4 SSMH B3 1 1 2 (TYP) SW 165TH AVENUE SW B E E M E R L A N E S D S D S S S S 58 65 64 63 62 61 60 59 TRACT I 67 68 SANITARY LATERAL TABLE LOT # 59 60 61 62 63 64 65 STATION 14+92.84 (SSLN-B) 14+48.10 (SSLN-B) 13+92.84 (SSLN-B) 13+39.18 (SSLN-B) 13+10.16 (SSLN-B) 12+42.84 (SSLN-B) 12+06.16 (SSLN-B) LENGTH 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' SLOPE 15.34% 13.51% 8.81% 4.24% 2.45% 4.28% 7.24% IE 330.77 326.35 319.93 313.69 310.59 305.79 303.95 * * * * * * 12.0%329.5 8.3%324.3 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 4 ) S S - S S L N - B - P D M o d . d w g - S H E E T : 4 0 5 A p r 0 8 , 2 0 2 2 - 5 : 0 6 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SSLNB PLAN SCALE: 1" = 50' SSLNB PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-A SEE SHEET 402 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 D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLN-B SANITARY PROFILE 405 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+25 SS M H A 5 I D ST A = 2 4 + 3 1 . 6 4 , 7 . 0 0 ' L (C O L O R A D O ) 8" I E I N = 2 6 0 . 8 8 ( S ) 8" I E I N = 2 7 0 . 0 0 ( E ) 8" I E O U T = 2 6 0 . 6 8 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - C ) RI M = 2 8 0 . 6 5 SS M H C 1 ST A = 2 8 + 1 3 . 9 9 , 7 . 0 0 ' L (C O L O R A D O ) 8" I E I N = 2 7 4 . 0 2 ( N E ) 8" I E O U T = 2 7 3 . 8 2 ( W ) ST A = 4 + 8 2 . 3 5 ( S S L N - C ) RI M = 2 8 2 . 8 6 SS M H C 2 ST A = 2 8 + 5 7 . 5 3 , 7 . 0 0 ' L (C O L O R A D O ) 8" I E I N = 2 7 7 . 2 5 ( N E ) 8" I E O U T = 2 7 7 . 0 5 ( S W ) ST A = 5 + 1 6 . 7 9 ( S S L N - C ) RI M = 2 8 5 . 2 8 SS M H C 3 ST A = 2 9 + 7 0 . 2 0 , 7 . 0 0 ' L (1 6 5 T H N ) 8" I E I N = 2 8 7 . 7 5 ( N ) 8" I E O U T = 2 8 7 . 5 5 ( S W ) ST A = 6 + 2 8 . 4 7 ( S S L N - C ) RI M = 2 9 6 . 1 0 SS M H C 4 ST A = 3 0 + 6 1 . 3 7 , 7 . 0 0 ' L (1 6 5 T H N ) 8" I E O U T = 2 9 5 . 0 0 ( S ) ST A = 7 + 1 6 . 3 4 ( S S L N - C ) RI M = 3 0 3 . 5 6 382.35 LF 8" (PVC) @ S=0.0100 34.44 LF 8" (PVC) @ S=0.0879 SANITARY LATERAL, TYP STORM LATERAL, TYP 10" SD/8" SS 2.54' CLR 10" SD/8" SS 2.72' CLR 16" WT/8" SS 5.01' CLR 18" WT/8" SS 4.94' CLR 111.6 8 L F 8 " ( P V C ) @ S=0 . 0 9 2 2 87.87 L F 8 " ( P V C ) @ S=0. 0 8 2 5 10" SD/8" SS 2.03' CLR SD S D SD SD SD SD SD SD SD SD SD P G E 5 0 4 P G E 6 4 4 PGE 644 PGE 577 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE1730 PG E 1730 P G E 1 7 3 0 T T T T T T TTTT T P G E 5 1 0 6 TPGE 233 PG E 64 4 SS S S S S SS SS SS SS SS SS SS SS W W W W W W W W W W W 9+ 0 0 7+ 1 6 1+00 2+00 3+00 4+00 5+00 6+ 0 0 7+ 0 0 SSMH C4 SSMH C3 SSMH C2 SSMH C1 SSMH A5 ID (TYP) 2B1B 1 1 W W W W SW COLORADO LANE SW 1 6 5 T H A V E N U E SW R I V E R T E R R A C E BO U L E V A R D 2 1 1 W W 2 (TYP) 2B SS S S S S SS SS SS SS SS SS SS SS 90 91 92 93 94 95 85 837781 84 78 827980 88 96 66 868789 SANITARY LATERAL TABLE (4" DIAMETER) LOT # FUT 114 FUT 115 66 84 85 86 87 90 91 92 93 94 95 96 STATION 6+05.20 (SSLN-D) 6+64.22 (SSLN-D) 7+08.59 (SSLN-C) 5+84.61 (SSLN-C) 5+35.40 (SSLN-C) 3+66.60 (SSLN-C) 3+11.48 (SSLN-C) 1+79.25 (SSLN-C) 2+13.47 (SSLN-C) 2+59.30 (SSLN-C) 3+13.11 (SSLN-C) 3+67.53 (SSLN-C) 4+08.53 (SSLN-C) 4+58.44 (SSLN-C) LENGTH 40.00' 40.00' 42.52' 24.99' 25.73' 26.00' 26.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 43.93' SLOPE 2.00% 2.00% 9.17% 10.53% 9.10% 12.53% 12.51% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% IE 294.37 296.67 298.43 286.31 281.48 276.09 275.53 271.76 272.10 272.56 273.10 273.64 274.05 274.63 SANITARY LATERAL TABLE (4" DIAMETER) LOT # 97 98 99 100 101 102 103 104 105 106 107 108 109 STATION 6+66.20 (SSLN-D) 6+38.20 (SSLN-D) 6+07.20 (SSLN-D) 5+74.20 (SSLN-D) 5+43.20 (SSLN-D) 5+10.20 (SSLN-D) 4+79.20 (SSLN-D) 4+46.20 (SSLN-D) 4+15.20 (SSLN-D) 3+82.20 (SSLN-D) 3+51.20 (SSLN-D) 3+20.84 (SSLN-D) 2+96.21 (SSLN-D) LENGTH 26.01' 26.01' 26.00' 26.01' 26.00' 26.01' 26.00' 26.01' 26.00' 26.01' 26.00' 26.00' 26.00' SLOPE 8.70% 9.00% 8.70% 8.50% 8.30% 7.50% 7.60% 7.40% 7.00% 7.00% 8.30% 10.90% 13.50% IE 298.21 297.19 295.91 294.58 293.32 291.83 290.65 289.31 288.00 286.72 285.85 285.59 285.80 * * * SANITARY LATERAL TABLE (6" DIAMETER) LOT # FUT 113 FUT 112 FUT 111 FUT 110 88 89 STATION 5+39.20 (SSLN-D) 4+89.20 (SSLN-D) 4+29.20 (SSLN-D) 3+25.76 (SSLN-D) 2+64.96 (SSLN-C) 1+67.96 (SSLN-C) LENGTH 40.00' 40.00' 40.00' 40.00' 26.00' 26.00' SLOPE 2.00% 2.00% 2.00% 2.00% 12.17% 12.68% IE 291.72 289.78 287.44 283.56 274.90 274.06* * * * * * 11.7%299.845.5' BROKEN/MISSING BOARD** BROKEN/MISSING BOARD** ** ** **11.5%299.9 5.8%284.5 14.9%282.8 6.4%274.5 9.9%274.9 0.8%271.7 9.1%275.5 12.5%277.7 7.2%276.2 7.5%277.0 19.1%299.5 15.1%297.6 7.7%294.9 6.1%293.3 6.1%290.9 7.9%288.9 5.3%284.8 6.8%284.2 12.6%285.0 12.3%295.6 8.4%286.1 20.1%276.7 4.6%288.4 21.7' 20.7' 21.5' 21.2' 22.2' 21.1' 21.3' 21.1' 21.5' 20.8' 21.3' SD SD SD SD S D SD SD SD SD SD SDSDSD X X X X X X X X X X X X X X X P G E 5 7 7 P G E 6 4 4 PGE1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T S S SS SS SS SS SS S S SS SS SS SS S C W W W W W W W 1 2 + 0 0 13+00 14+00 15+00 16+00 17+00 6+72 1 + 0 0 2 + 0 0 3+00 4+00 5+00 6+00 SSMH D4 SSMH D1 SSMH A7 ID SSMH D2 W SW DARLING LANE S W R I V E R T E R R A C E B O U L E V A R D 2B 1 1 1 1B SS SS SS SS SS 1 SSMH D3 S S SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS 2B 2B 2B 101102104 971059810699107100108 109 TRACT L 103 FUTURE LOT 115 FUTURE LOT 114 FUTURE LOT 113 FUTURE LOT 110 FUTURE LOT 111 FUTURE LOT 112 (TYP) 2 SS M H D 2 ST A = 9 + 9 2 . 8 4 , 9 . 3 8 ' L (D A R L I N G ) 8" I E I N = 2 8 1 . 2 0 ( E ) 8" I E O U T = 2 8 1 . 0 0 ( N ) ST A = 2 + 4 7 . 6 6 ( S S L N - D ) RI M = 2 9 1 . 3 6 SS M H D 4 ST A = 1 4 + 1 4 . 7 9 , 7 . 0 0 ' L (D A R L I N G ) 8" I E O U T = 2 9 6 . 0 0 ( W ) ST A = 6 + 7 1 . 9 7 ( S S L N - D ) RI M = 3 0 4 . 6 1 235 240 250 260 270 280 290 300 310 235 240 250 260 270 280 290 300 310 0+75 1+00 2+00 3+00 4+00 5+00 6+00 6+75 CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H A 7 I D ST A = 5 4 + 3 5 . 7 6 , 7 . 0 0 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 7 2 . 5 5 ( S ) 8" I E I N = 2 6 2 . 7 0 ( E ) 8" I E O U T = 2 6 2 . 5 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S S L N - D ) RI M = 2 8 0 . 2 4 SS M H D 1 ST A = 5 5 + 0 1 . 9 8 , 9 . 2 7 ' R (R I V E R T E R R A C E ) 8" I E I N = 2 8 0 . 0 0 ( S ) 8" I E O U T = 2 7 9 . 8 0 ( N ) ST A = 1 + 6 7 . 3 0 ( S S L N - D ) RI M = 2 8 6 . 4 9 95.08 LF 8" (PVC) @ S=0.0189 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE 12" SD/8" SS 0.82' CLR 16" WT/8" SS 4.92' CLR 18" WT/8" SS 4.86' CLR 10" SD/8" SS 2.41' CLR SANITARY LATERAL, TYP 80.37 LF 8" (PVC) @ S=0.0124 67.30 L F 8 " ( P V C ) @ S=0 . 1 0 7 8 329.22 LF 8 " ( P V C ) @ S=0.0389 SS M H D 3 ST A = 1 0 + 8 5 . 5 8 , 7 . 0 0 ' L (D A R L I N G ) 8" I E I N = 2 8 3 . 2 0 ( E ) 8" I E O U T = 2 8 3 . 0 0 ( W ) ST A = 3 + 4 2 . 7 5 ( S S L N - D ) RI M = 2 9 0 . 8 6 STORM LATERAL, TYP N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 6 ) S S - S S L N - C & S S L N - D - P D M o d . d w g - S H E E T : 4 0 6 A p r 0 8 , 2 0 2 2 - 5 : 0 7 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 SSLNC PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-A SEE SHEET 402 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 SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL 6" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. SANITARY NOTES: 1 2 1B SSLNC PLAN SCALE: 1" = 50' SSLND PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLND PLAN SCALE: 1" = 50' SSLN-A SEE SHEET 402 S S L N - A S E E S H E E T 4 0 2 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2B SSLN-C & SSLN-D SANITARY PROFILE 406 S S L N - A S E E S H E E T 4 0 1 26 2 . 0 0 27 6 . 7 6 0.0796 27 9 . 3 0 27 9 . 1 9 0.09 8 7 0.0212 29 1 . 1 5 28 7 . 2 2 28 6 . 6 3 0.088 5 0.084 0 29 5 . 5 4 0.0375 FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING255 260 270 280 290 300 310 320 255 260 270 280 290 300 310 320 0+75 1+00 2+00 3+00 SS M H A 9 I D ST A = 1 8 + 2 3 . 7 2 , 1 6 . 3 5 ' L (1 6 5 T H S ) 8" I E I N = 2 8 1 . 2 0 ( N E ) 8" I E I N = 2 8 5 . 4 9 ( S ) 8" I E O U T = 2 8 1 . 0 0 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - E ) RI M = 2 9 1 . 9 0 SS C O E 1 ST A = 1 6 + 3 7 . 2 0 , 7 . 0 0 ' L (1 6 5 T H S ) 8" I E O U T = 2 9 7 . 8 6 ( N ) ST A = 2 + 9 2 . 0 0 ( S S L N - E ) RI M = 3 0 8 . 4 4 192.00 L F 8 " ( P V C ) @ S=0.0 6 4 4 8" SS/12" SD 2.64' CLR 8" WT/8" SS 6.04' CLR P G E 5 7 7 PGE 644 P G E 6 4 4 PGE 644 P G E 6 4 4 PGE 1730 PGE1730 PGE1730 PGE 1730 PG E 173 0 PG E 173 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 PGE 1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 T T T T T TTT T T T T T T T T T T T PGE 1730 T PGE 1730 T PG E 173 0T PG E 173 0T P G E 6 4 4 TPGE 233 T PGE 233 P G E 6 4 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WWWWWWWWWW W W W W W W W W 2+00 3+00 4+00 5+00 6+00 7+00 SSMH F4 SSMH F3 SSMH B2 SSMH F2 SSMH F1 1 SSMH B1 (TYP) 2 (TYP) 1 1 3 8+78 1 + 0 0 2 + 0 0 3 + 0 0 4+00 5+00 6+00 7+00 8+00 W W W W W SW LEAF LANE SW BEEMER LANE SW R I V E R T E R R A C E BO U L E V A R D SW 1 6 9 T H A V E N U E 1 1 2 1 S C S C SSCO F4.1 SD SD SD W W W W S D SC 5987 12 11 13 34610 19 20 15 17 14 16 50 18 TRACT A12 51 56 5752535455 21 SANITARY LATERAL TABLE LOT # FUT 117 FUT 118 FUT 119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 STATION 1+61.83 (SSLN-E) 2+11.83 (SSLN-E) 2+62.83 (SSLN-E) 7+06.24 (SSLN-F) 6+75.77 (SSLN-F) 6+44.24 (SSLN-F) 5+94.24 (SSLN-F) 5+70.20 (SSLN-F) 5+33.27 (SSLN-F) 4+94.24 (SSLN-F) 4+58.30 (SSLN-F) 4+21.53 (SSLN-F) 3+93.55 (SSLN-F) 3+83.52 (SSLN-F) 3+54.40 (SSLN-F) 3+38.66 (SSLN-F) 3+17.91 (SSLN-F) 2+91.28 (SSLN-F) 2+57.96 (SSLN-F) 2+20.96 (SSLN-F) LENGTH 40.00' 40.00' 40.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 35.11' 41.55' 40.09' 26.29' 25.82' 25.84' 26.00' SLOPE 5.16% 7.72% 10.32% 14.71% 14.18% 13.63% 12.75% 12.33% 11.69% 11.00% 10.37% 9.61% 10.36% 5.87% 5.42% 6.10% 8.37% 10.96% 10.97% 10.87% IE 291.70 295.95 300.28 307.68 306.15 304.57 302.06 300.85 299.00 297.04 295.24 293.36 292.28 291.01 290.01 289.56 288.60 287.59 285.96 284.13 SANITARY LATERAL TABLE LOT # 18 19 20 51 52 53 54 55 56 57 STATION 1+70.96 (SSLN-F) 1+45.80 (SSLN-F) 1+20.96 (SSLN-F) 4+14.61 (SSLN-F) 4+51.63 (SSLN-F) 5+05.69 (SSLN-F) 5+60.28 (SSLN-F) 6+12.65 (SSLN-F) 6+72.65 (SSLN-F) 7+33.65 (SSLN-F) LENGTH 26.00' 25.90' 26.00' 40.02' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' SLOPE 10.80% 10.80% 10.74% 5.97% 6.47% 7.08% 7.70% 8.30% 8.00% 6.00% IE 281.66 280.41 279.19 292.93 294.82 297.53 300.27 302.90 305.52 307.50 SSMH F1 * * * * * * * * * * * * * * * * * * * * * * * 17.1%296.4 ** BROKEN/MISSING BOARD** 3.0%294.0 9.2%299.9 9.3%306.2 25.2%309.1 10.2%301.5 9.0%298.4 9.3%296.7 4.1%293.6 8.0%292.9 9.2%292.0 6.2%284.7 8.5%283.4 7.8%280.7 9.2%279.9 3.4%291.9 2.5%293.2 6.3%299.7 5.5%301.8 6.8%305.0 4.6%306.9 P G E 6 4 4 PG E 173 0 TX X S C S S SS SS SS SS S CSDSD S D SD W W W W W W 1 7 + 0 0 6 + 7 2 SSCO E1 SSMH D4 2 (TYP) 1B 3 SSMH A9 ID 1+00 2+00 3+00 SW 165TH AVENUE SW D A R L I N G LA N E SW K E S S L E R LA N E 97 FUTURE LOT 118 FUTURE LOT 119 FUTURE LOT 116 FUTURE LOT 117 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+75 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ SANITARY CENTERLINE EXISTING GROUND @ SANITARY CENTERLINE SS M H B 1 ST A = 1 7 + 1 5 . 0 3 , 7 . 0 0 ' R (1 6 9 T H N ) 8" I E I N = 2 7 5 . 2 0 ( N ) 8" I E I N = 2 7 5 . 2 0 ( E ) 8" I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - F ) RI M = 2 8 3 . 4 1 SS M H F 1 ST A = 1 5 + 0 0 . 6 4 , 1 1 . 8 3 ' R (1 6 9 T H N ) 8" I E I N = 2 8 6 . 1 0 ( N E ) 4" I E I N = 2 8 6 . 4 0 ( W ) 8" I E O U T = 2 8 5 . 9 0 ( S ) ST A = 3 + 1 7 . 9 1 ( S S L N - F ) RI M = 2 9 3 . 9 1 SS M H F 2 ST A = 1 4 + 3 7 . 8 9 , 1 1 . 6 6 ' R (L E A F ) 8" I E I N = 2 8 9 . 2 0 ( E ) 8" I E O U T = 2 8 9 . 0 0 ( S W ) ST A = 3 + 8 8 . 7 6 ( S S L N - F ) RI M = 2 9 7 . 0 6 SS M H F 3 ST A = 1 0 + 2 3 . 8 0 , 7 . 0 0 ' R (L E A F ) 8" I E I N = 3 0 8 . 4 5 ( N E ) 8" I E O U T = 3 0 8 . 2 5 ( W ) ST A = 8 + 0 6 . 2 8 ( S S L N - F ) RI M = 3 1 6 . 6 5 SS M H F 4 ST A = 1 0 + 1 0 . 5 1 , 2 3 . 0 0 ' R (L E A F ) 6" I E I N = 3 1 0 . 2 0 ( E ) 8" I E O U T = 3 1 0 . 0 0 ( S W ) ST A = 8 + 2 7 . 0 8 ( S S L N - F ) RI M = 3 1 7 . 6 5 417.52 LF 8 " ( P V C ) @ S=0.045 6 20.80 LF 8" (PVC) @ S=0.0745 SANITARY LATERAL, TYP STORM LATERAL, TYP 10" SD/8" SS 2.56' CLR 10" SD/8" SS 2.38' CLR 16" WT/6" SS 1.44' CLR 18" WT/6" SS 1.32' CLR 70.85 LF 8 " ( P V C ) @ S=0.0409 217.91 L F 8 " ( P V C ) @ S=0.04 9 1 50.93 LF 6" (PVC) @ S=0.0216 SS C O F 4 . 1 ST A = 8 + 7 8 . 0 1 , 0 . 0 0 ' (S S L N - F ) 6" I E O U T = 3 1 1 . 3 0 ( W ) ST A = 8 + 7 8 . 0 1 ( S S L N - F ) RI M = 3 1 7 . 8 0 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 4 0 7 ) S S - S S L N - E & S S L N - F - P D M o d . d w g - S H E E T : 4 0 7 A p r 0 8 , 2 0 2 2 - 5 : 0 8 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0SSLNE PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLN-B SEE SHEET 404 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 SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET D4.01. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET D4.01. INSTALL 4" PVC SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SHEET D4.01. SEE TABLE THIS SHEET FOR LATERAL INFORMATION. INSTALL STANDARD CLEANOUT PER CWS DWG 500 & 510, SHEET D4.02. SANITARY NOTES: 1 2 1B SSLNF PLAN SCALE: 1" = 50' SSLNF PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SSLNE PLAN SCALE: 1" = 50' S S L N - A S E E S H E E T 4 0 2 SSLN-A SEE SHEET 402 S S L N - B S E E S H E E T 4 0 4 3 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. SSLN-E & SSLN-F SANITARY PROFILE 407 29 2 . 4 9 27 4 . 9 3 27 1 . 7 1 0.0503 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 4 . 0 1 ) S A N I T A R Y D E T A I L S - P D M O D . d w g - S H E E T : D 4 . 0 1 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 SEWER DETAILS D4.01 SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD G G G G G G G G G G G PG E 57 7 P G E 5 7 7 P G E 6 4 4 PGE 644 P G E 6 4 4 P G E 5 0 4 PGE 644 P G E 6 4 4 PGE1730 PGE 1730 PGE 1730 PGE 1730 PG E 173 0 PG E 173 0 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE1730 P G E 1 7 3 0 P G E 1 7 3 0 P G E 1 7 3 0 P G E 17 3 0 P G E 17 3 0 T T T T T T T T TTT T T T T T T T T T T T T TTTT T T T T T PGE 1730 T PGE1730 T PG E 173 0T PG E 173 0T P G E 6 4 4 PG E 173 0T PG E 173 0T TPGE 233 T PGE 233 P G E 6 4 4 PG E 644 P G E 6 4 4 PGE1730 T PGE1730 T PGE1730 T PGE1730 T PGE1730 T P G E 6 4 4 P G E 6 4 4 30+00 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 15+00 16 + 0 0 17 + 0 0 18 + 0 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 11+0012+0013+0014+00 15 + 0 0 44+00 4 5 + 0 0 46 + 0 0 47 + 0 0 48 + 0 0 49 + 0 0 W W W W W W W W W W W W W W W W W W W W W W 5A 4 4 4 4 4 4 3 4A 5 8 6A 3 14C 14A 10A 10B 6 4A R250.00' 4 4 4B W W W W W W W W W S C S C 55 0 16 " 41 0 18 " 55 0 16 " 41 0 18 " 3 W W W W W W W W W W W W W W W W W W 300 3 0 0 3 0 0 3 0 0 X W X W XW XW XW XW XW XW XW X W XW XW XW XW XW (TYP) 1 14B (TYP) 1 1B 1A 1C (TYP) 1 1 (TYP) 15 SW BULL MOUNTAIN RD (C.R. NO. 262) SW LEAF LANE SW BEEMER LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SD SD SD SD SD SD W W W W 3 3 34 41 0 8" 55 0 8" 55 0 8" 5508" 5508"5508" 55 0 8" 5508" 55 0 8" S D 3 S C SS SS SS SC 5A 1H 1H1H1H1H CLOSED VALVE SEPARATING THE 550 AND 410 PRESSURE ZONES 5A 8" WATERLINE FOR FUTURE CONDO SITE DEVELOPMENT 8" WATERLINE FOR FUTURE CONDO SITE DEVELOPMENT 66 TRACT J 65 64 63 62 61 60 59 18 TRACT A 12 58 51 56 48 5752535455 837781 84 78 82798042434445404139 47 465049 TRACT I76746773727170697568TRACT N 5987 12 11 13 34610 22 21 19 20 15 17 14 16 23 24 TRACT C 10B N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 1 ) W T - W A T E R - P D M o d . d w g - S H E E T : 5 0 1 A p r 0 8 , 2 0 2 2 - 5 : 0 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. INSTALL 1" WATER SERVICES WITH 1" WATER METER TO SERVE PRIVATE STREET TREE IRRIGATION WEST OF RIVER TERRACE BLVD PER DETAIL 531, SHEET D5.02. INSTALL 1" WATER SERVICES WITH 1" WATER METER TO SERVE PRIVATE STREET TREE IRRIGATION EAST OF RIVER TERRACE BLVD PER DETAIL 531, SHEET D5.02. INSTALL 1" WATER SERVICES WITH 1" WATER METER TO SERVE PRIVATE STREET TREE IRRIGATION ON RIVER TERRACE BLVD PER DETAIL 531, SHEET D5.02. INSTALL 1" WATER SERVICE WITH 1" WATER METER PER DETAIL 531, SHEET D5.02. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. STA: 14+21.98, 16.50' LT. (LEAF) STA: 17+66.49, 16.50' LT. (169TH) STA: 19+16.91, 19.00' RT. (BEEMER) STA: 3+82.39, 16.50' LT. (165TH) STA: 45+01.23, 22.67' RT. (RIVER TERRACE) STA: 45+04.96, 26.66' LT. (RIVER TERRACE) STA: 48+50.04, 22.86' RT. (RIVER TERRACE) INSTALL 8" MJ GATE VALVE STA: 15+24.78, 10.86' LT. (169TH) STA: 17+62.51, 9.00' LT. (169TH) STA: 17+70.51, 9.00' LT. (169TH) STA: 10+40.94, 9.00' LT. (LEAF) STA: 10+39.42, 9.00' RT. (BEEMER) STA: 14+41.41, 9.00' RT. (BEEMER) STA: 15+27.41, 9.00' RT. (BEEMER) STA: 19+20.41, 9.00' RT. (BEEMER) STA: 30+80.75, 9.00' RT. (165TH) STA: 31+58.75, 9.00' RT. (165TH) INSTALL 16" MJ BUTTERFLY VALVE STA: 46+21.48, 19.00' LT. (RIVER TERRACE) STA: 48+79.33, 19.00' LT. (RIVER TERRACE) INSTALL 18" MJ BUTTERFLY VALVE STA: 45+89.72, 13.25' LT. (RIVER TERRACE) INSTALL 8"x 8" MJ TEE STA: 17+31.20, 9.00' LT. (169TH) INSTALL 16"x 8" MJ TEE STA: 45+21.12, 21.53' LT. (RIVER TERRACE) STA: 45+61.38, 20.59' LT. (RIVER TERRACE) STA: 46+88.89, 19.00' LT. (RIVER TERRACE) INSTALL 8" MJ CROSS STA: 19+68.41, 9.00' RT. (BEEMER) INSTALL 16" x 8" MJ CROSS STA: 15+03.41, 9.00' RT. (BEEMER) INSTALL 8" 45° MJ BEND STA: 14+38.33, 5.22' LT. (169TH) STA: 14+97.27, 6.30' LT. (169TH) INSTALL 16" 11.25° MJ BEND STA: 45+35.21, 22.87' LT. (RIVER TERRACE) INSTALL 18" 11.25° MJ BEND STA: 45+35.20, 16.84' LT. (RIVER TERRACE) STA: 44+84.55, 13.42' LT. (RIVER TERRACE) 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. STA: 35+12.44, 6.37' RT. (165TH) 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. STA: 44+83.75, 19.39' LT. (RIVER TERRACE) REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 18" 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. STA: 44+84.55, 13.42' LT. (RIVER TERRACE) CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO LOCATE AND CONNECT TO EXISTING VALVE. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. STA: 20+99.51, 6.45' RT. (BEEMER) 1 1H 4 4A 8 5A 6 1B 10A 10B 6A 1A RIVER TERRACE BLVD MATCH SHEET 502 1C 14B 14C 4B 15 14A 5 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET DTL8. 2.INSTALL PRESSURE RELEASE VALVE WITH LOTS 80-93. 3 WATER PLAN 501 S C SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS S S SS SS SS SS SS S C SD S D S D S D S D SD SD SD SD S D S D SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD G G G G G G G G G G G G G PGE 644 P G E 6 4 4 P G E 6 4 4 PGE 644 PGE 577 PGE1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 P G E 1730 PGE1730 PG E 1730 T T T T T T T T T T T T T TTTT PG E 173 0T P G E 17 3 0T P G E 6 4 4 PGE 233 T PGE 233 P G E 5 1 0 6 TPGE 233 P G E 5 7 7 P G E 6 4 4 PGE1730 T PG E 64 4 PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T PGE 1730 T 28+14 29 + 0 0 19 + 0 0 20+ 0 0 28 + 5 8 20+ 0 0 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 11+00 12+00 13+00 14+00 50+00 51 + 0 0 52 + 0 0 53 + 0 0 54 + 0 0 5 5 + 0 0 5 6 + 0 0 57 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19+00 19+33 17+85 18 + 0 0 19+00 20+00 S C 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 W W W W 10 9 5A 9 5 10 10 9 9A9B 5A5B 3 8 12 12 15 28 + 5 8 20+ 0 0 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4 4 4 4A 4B 4A 4B 4 4 4 W S C 3 4 55 0 16 " 41 0 18 " 30 0 30 0 1D 1 (TYP) 1 (TYP) 1H W W W R400.00' R380.00' R380.00' SW KESSLER LANE SW COLORADO LANE SW COLORADO LANE SW 1 6 5 T H A V E N U E SW DARLING LANE SW R I V E R T E R R A C E B O U L E V A R D SD SD 3 41 0 8" 4108"5508" 5508" 55 0 8" 55 0 8" 55 0 8" 55 0 16 " 41 0 18 " 3 SD SD SS SS SS SS SS 4 4A 4B 8 3 3 1H 1H 1H 1H1H 1H 1H 1H 1H1H1H1H1H1H TRACT E TRACT F TRACT M TRACT H 313029 25 28 TRACT D 3332 36 90 91 92 93 94 95 85 88 96 34383735 868789 101102104 971059810699107100108 109 TRACT L 27 26TRACT B 103 TRACT K ROW : 1366 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 1 ) W T - W A T E R - P D M o d . d w g - S H E E T : 5 0 2 A p r 0 8 , 2 0 2 2 - 5 : 0 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 RIVER TERRACE BLVD MATCH SHEET 501 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET DTL8. 2.INSTALL PRESSURE RELEASE VALVE WITH LOTS 80-93. 3.SANITARY SEWER MUST BE CONSTRUCTED AND TESTED PRIOR TO WATER SYSTEM TESTING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SHEET D5.01. INSTALL 1" WATER SERVICES WITH 1 1/2" WATER METER TO SERVE PUBLIC POND IRRIGATION PER DETAIL 531, SHEET D5.02. INSTALL 1" WATER SERVICE WITH 1" WATER METER PER DETAIL 531, SHEET D5.02. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SHEET D5.01. STA: 56+28.27, 30.88' LT. (RIVER TERRACE) STA: 51+09.61, 35.43' RT. (RIVER TERRACE) STA: 51+04.19, 29.37' LT. (RIVER TERRACE) STA: 14+41.84, 18.75' RT. (DARLING) STA: 19+96.64, 16.43' LT. (COLORADO) STA: 27+99.37, 16.50' LT. (COLORADO) INSTALL 8" MJ GATE VALVE STA: 16+40.70, 9.00' RT. (165TH) STA: 19+19.85, 9.00' LT. (169TH) STA: 23+90.96, 9.00' RT. (COLORADO) STA: 24+87.88, 9.00' RT. (COLORADO) STA: 28+57.30, 9.00' RT. (165TH) STA: 10+55.25, 9.00' RT. (DARLING) STA: 14+32.03, 9.00' RT. (DARLING) STA: 19+33.29, 9.00' RT. (KESSLER) INSTALL 16" MJ BUTTERFLY VALVE STA: 50+27.34, 19.55' LT. (RIVER TERRACE) STA: 51+78.73, 23.50' LT. (RIVER TERRACE) STA: 56+33.81, 16.19' LT. (RIVER TERRACE) INSTALL 18" MJ BUTTERFLY VALVE STA: 50+27.52, 13.56' LT. (RIVER TERRACE) STA: 51+77.77, 17.65' LT. (RIVER TERRACE) STA: 56+34.82, 12.35' LT. (RIVER TERRACE) INSTALL 8"x 8" MJ TEE STA: 16+68.70, 9.00' RT. (165TH) INSTALL 16"x 8" MJ TEE STA: 50+94.12, 23.59' LT. (RIVER TERRACE) STA: 56+14.85, 11.44' LT. (RIVER TERRACE) INSTALL 18"x 8" MJ TEE STA: 50+94.64, 17.61' LT. (RIVER TERRACE) INSTALL 8" 45° MJ BEND STA: 19+44.42, 5.15' LT. (COLORADO) STA: 20+26.95, 9.05' RT. (COLORADO) INSTALL 8" 22.5° MJ BEND STA: 28+42.78, 12.36' RT. (COLORADO) STA: 10+47.15, 9.03' RT. (DARLING) STA: 18+58.70, 4.05' RT. (KESSLER) INSTALL 16" 22.5° MJ BEND STA: 56+35.08, 16.48' LT. (RIVER TERRACE) INSTALL 18" 22.5° MJ BEND STA: 56+35.37, 12.41' LT. (RIVER TERRACE) INSTALL 8" 11.25° MJ BEND STA: 28+20.49, 9.62' RT. (COLORADO) STA: 17+97.88, 8.19' RT. (165TH) STA: 19+20.82, 8.27' RT. (KESSLER) CAP, PLUG, AND RESTRAIN PER DETAIL 560, SEE SHEET D5.02. STA: 56+38.10, 12.11' LT. (RIVER TERRACE) STA: 56+38.08, 16.14' LT. (RIVER TERRACE) STA: 16+37.20, 9.00' RT. (165TH) CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING WATER MAIN PRIOR TO CONNECTION. REPORT CONFLICTS TO ENGINEER. COORDINATE WITH CITY OF TIGARD WATER DEPT. STA: 19+72.87, 9.00' RT. (KESSLER) 1 3 4 4B 8 9 10 12 15 4A 5 5A 5B 9A 9B 1D 1H WATER PLAN 502 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S C SD SD SD SD SD SD SD SD SD SD SD PGE 577 PGE 504 P G E 1 7 3 0 T T T T PGE 5106 PGE 577 PGE 644 PG E 1730 T PG E 1730 T X X X 14+00 15 + 0 0 24 + 0 0 25 + 0 0 11 + 0 0 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 W W W W W W W W W W 24 + 0 0 25 + 0 0 R400.00' W W W W W W W W W W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+60 11+59 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 XW XW XW XW XW 55016" 41018" 55016" 41018" 55016" 41018" SW LEAF LANE SW RIVER TERRACE BOULEVARD SW BEEMER LANE SW COLORADO LANE SW DARLING LANE SW RIVER TERRACE BOULEVARD S C S C W W W R380.00' R380.00' SD 90 77 57 SD S C 240 250 260 270 280 290 300 310 320 330 340 240 250 260 270 280 290 300 310 320 330 340 44+50 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 22 . 5 0 ° B E N D IE = 2 8 9 . 2 0 11 + 5 5 . 6 8 ( W T L N 1 8 I N ) 56 + 3 5 . 3 8 , 1 2 . 4 4 ' L ( R I V E R T E R R A C E ) 22 . 5 0 ° B E N D IE = 2 8 9 . 1 8 11 + 5 6 . 9 6 ( W T L N 1 6 I N ) 56 + 3 5 . 0 9 , 1 6 . 5 1 ' L ( R I V E R T E R R A C E ) 16 I N X 1 6 I N X 8 I N T E E IE = 2 8 8 . 3 8 11 + 3 5 . 0 9 , ( W T L N 1 6 I N ) 56 + 1 4 . 8 5 , 1 1 . 4 4 ' L ( R I V E R T E R R A C E ) 18 I N X 1 8 I N X 8 I N T E E IE = 2 7 4 . 9 9 6+ 1 4 . 2 9 , ( W T L N 1 8 I N ) 50 + 9 4 . 6 4 , 1 7 . 6 1 ' L ( R I V E R T E R R A C E ) 16 I N X 1 6 I N X 8 I N X 8 I N C R O S S IE = 2 9 2 . 7 7 3+ 4 8 . 1 6 , ( W T L N 1 6 I N ) 48 + 2 8 . 0 6 , 1 9 . 0 0 ' L ( R I V E R T E R R A C E ) 16 I N X 1 6 I N X 8 I N T E E IE = 3 1 1 . 2 6 0+ 8 0 . 1 6 , ( W T L N 1 6 I N ) 45 + 6 1 . 3 8 , 2 0 . 5 9 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 3 1 2 . 4 9 0+ 5 3 . 0 9 ( W T L N 1 6 I N ) 45 + 3 5 . 2 1 , 2 2 . 8 7 ' L ( R I V E R T E R R A C E ) 11 . 2 5 ° B E N D IE = 3 1 2 . 2 6 0+ 5 1 . 8 4 ( W T L N 1 8 I N ) 45 + 3 5 . 2 0 , 1 6 . 8 4 ' L ( R I V E R T E R R A C E ) S = 3.6% D = 18" S = 12.0% D = 18" S = 4.3% D = 18" S = 3.6% D = 18" S = 7.9% D = 18" S = 7.5% D = 18" S = 4.0% D = 18" S = 2.8% D = 18" S = 8.0% D = 18" S = 5.3% D = 18" S = 3.6% D = 18" S = 1.8% D = 18" S = 5.2% D = 18"S = 9 . 9 % D = 1 8 " S = 7.6 % D = 18 " S = 10.1% D = 18" S = 6.8% D = 18" S = 9.3% D = 18" S = 5.8% D = 18" S = 4.3% D = 18" S = 2.1% D = 18" S = 1.6% D = 16" S = 3.6% D = 16" S = 5.3% D = 16" S = 7.7% D = 16" S = 9.9% D = 16" S = 9.8% D = 16" S = 6.3% D = 16" S = 4.7% D = 16" S = 1.9% D = 16" S = 5.0% D = 16" S = 7.8% D = 16" S = 5.1% D = 16" S = 5.8% D = 16" S = 8.1% D = 16" S = 6.8% D = 16" S = 4.7 % D = 16" S = 2.9% D = 16" FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 3.00' MINIMUM COVER S = 6.2% D = 18" S = 5. 3 % D = 18 " S = 5. 0 % D = 18 "S = 1.2% D = 18" S = 2.0% D = 18" S = 2.1% D = 16" 16 I N X 1 6 I N X 8 I N T E E IE = 2 7 5 . 0 6 6+ 1 6 . 1 6 , ( W T L N 1 6 I N ) 50 + 9 4 . 1 2 , 2 3 . 5 9 ' L ( R I V E R T E R R A C E ) S = 0.6% D = 16"S = 5. 1 % D = 16 " S = 5. 5 % D = 16 " S = 6.6% D = 16" S = 4.4% D = 16" S = 8.5% D = 18" S = 5.1% D = 18" N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( 5 0 3 ) W T - R I V E R T E R R A C E - P D M o d . d w g - S H E E T : 5 0 3 A p r 0 8 , 2 0 2 2 - 5 : 0 9 p m j e f f KEY MAP SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E REVIEWED BY: PROJECT NO.: DATE REVISIONS DESCRIPTION 12564 SW Main Street Tigard, OR 97223 [T] 503-941-9484 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 50 FEET 50 25 50 SCALE 0 GENERAL NOTES: 1.ALL WATERLINE BENDS TO BE INSTALLED WITH THRUST BLOCKING PER DETAIL 560, SHEET DTL8. 2.SEE SHEETS 501 & 502 FOR WATER NOTES. SW RIVER TERRACE BOULEVARD PLAN SCALE: 1" = 50' SW RIVER TERRACE BOULEVARD PROFILE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BOULEVARD 16 IN & 18 IN WATER PROFILE 503 1" X 1" X 1" 12" 24" N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 5 . 0 1 ) W A T E R D E T A I L S - P D M O D . d w g - S H E E T : D 5 . 0 1 A p r 1 1 , 2 0 2 2 - 1 : 3 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 WATER DETAILS D5.01 1" COMBINATION AIR AND VACUUM VALVE NOT TO SCALE 1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( D 5 . 0 1 ) W A T E R D E T A I L S - P D M O D . d w g - S H E E T : D 5 . 0 2 A p r 1 1 , 2 0 2 2 - 1 : 3 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 KCS CONSTRUCTION 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 WATER DETAILS D5.02 X X X X X X X X XXXXXXXXXX SW BULL MOUNTAIN RD (C.R. NO. 262) SW R O Y R O G E R S R D . ( C . R . N O . 3 1 5 0 ) SW KESSLER LANE SW LEAF LANE SW BEEMER LANE SW COLORADO LANE SW R I V E R T E R R A C E B O U L E V A R D SW BEEMER LANE SW 1 6 9 T H A V E N U E SW 1 6 5 T H A V E N U E SW COLORADO LANE SW 1 6 5 T H A V E N U E SW DARLING LANE SW R I V E R T E R R A C E B O U L E V A R D 3 9 1 C 4 9 1 C 3 8 1 C 3 7 1 C 4 7 2 9 1 C27 3 9 1 C 4 9 1 C 3 8 1 C 4 8 5 9 1 C 5 8 1 C 8 6 AA E E E E E E E E E E H H H H H H BULL MOUNTAIN ROAD SIDEWALKS, STRIPING AND RAMPS TO BE BUILT WITH THIS PROJECT. REFER TO APPROVED BULL MOUNTAIN ROAD CONSTRUCTION PLANS DESIGNED UNDER PFI2016-00103 FOR DESIGN STREET SECTION, STRIPING, DETAILS & CURB RETURNS. N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P D M O D . d w g - S H E E T : S S 1 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 1 INCH = 80 FEET 80 40 80 SCALE 0 SEE SHEET SS2 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 6010 ON SHEET SS2. STOP BAR, SEE SHEET SS3 FOR STRIPING DETAILS. RAISED MEDIAN STRIP, SEE SHEET SS3 FOR STRIPING DETAILS. STREET SIGN NOTES: A 1-16 E 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: S = STEEL "TELESPAR" C = STREETSCAPE CONTEMPORARY CAST BASE AND SMOOTH POST INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND STRIPING NOTES: RIGHT TURN LANE MARKINGS LEFT TURN LANE MARKINGS CROSSWALK TURN LANE LINE MEDIAN STRIPE LANE LINE A B I Q C N STOP HI INTENSITY SIGN 30" X 30" TYPE R1-1 1 SIGN PUBLIC 2 SIDED 2 SW Leaf Ln SIGN PUBLIC 2 SIDED 3 SW Beemer Ln SW Colorado Ln SIGN PUBLIC 2 SIDED 4 SIGN PUBLIC 2 SIDED 5 SW Darling Ln SIGN PUBLIC 2 SIDED 6 SW Kessler Ln SIGN PUBLIC 2 SIDED 7 SW 169TH Ave SIGN PUBLIC 2 SIDED 8 SW 165TH Ave SW River Terrace Blvd SIGN PUBLIC 2 SIDED 9 12" X 18" TYPE R7-1 SIGN 11 SIGN 12 24" X 30" TYPE R2-1 STREET BARRICADE PER DETAIL ON SHEET SS2 A H NO PARKING ANY TIME SIGNAGE AND STRIPING PLAN SS1 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P D M O D . d w g - S H E E T : S S 2 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STREET SIGN DETAIL NOTE: STREET NAMES ARE NOT ACTUAL, FOR VISUAL PURPOSES ONLY 42" 39" 13 " 6" 7" 7" 42" STREET SIGN DETAIL N.T.S. SIGNAGE AND STRIPING DETAILS SS2 N: \ p r o j \ 3 9 5 - 1 0 3 \ 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 - C D S u b m i t t a l P H 1 A s b u i l t s \ 3 9 5 1 0 3 . ( S S ) S I G N - P D M O D . d w g - S H E E T : S S 3 A p r 0 8 , 2 0 2 2 - 5 : 1 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 KCS AS-BUILTS 395-103 06/08/20211ST SUBMITTAL: NO. TYPE: SOUTH RIVER TERRACE PHASE 1 RENEWS: JUNE 30, 2022 STRIPING DETAILS SS3