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River Terrace EastSW 1 6 9 T H A V E SW SCHOLLS FERRY RD (C.R. NO. 3110) SW WOODGROVE ST SW LUKE LN SW A P P L E D A L E R D SW R I V E R T E R R A C E B O U L E V A R D SW LARKSPRING LN SW SNOWDALE ST SW BIRDSONG ST SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW B L O O M F I E L D A V E SW R E D F O X T E R SW DESCHUTES LN AL L E Y B ALLEY M 1 COVER SHEET 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: POLYGON WLH, LLC. 109 E. 13TH ST. VANCOUVER, WA 98660 [P] 503-221-1920 CONTACT: FRED GAST APPLICANT: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KC SCHWARTZKOPH, PE CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: KITTELSON & ASSOCIATES, INC 610 SW ALDER STREET, STE 700 PORTLAND, OR 97205 [P] 503-228-5230 CONTACT: JULIA KUHN, PE TRAFFIC ENGINEER: GEOTECHNICAL ENGINEER: GROSS ACREAGE: 39.86 AC ADLV LAND HOLDINGS, LLC. OWNERS: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: TRAVIS JANSEN, PLS, PE SURVEYOR: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE, STE 304 PORTLAND, OR 97209 [P]503-224-0333 CONTACTS: MIRTH WALKER, PWS, CWD NATURAL RESOURCE CONSULTANT: TL 1000, 1100, 1101, 3400, & 3800 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 6 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON RIVER TERRACE EAST SW BULL MOUNTAIN RD. SW SCHOLLS FERRY RD. S W R O Y R O G E R S R D . VICINITY MAP PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN ST. TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KERRY LANKFORD, RLA, CLARB LANDSCAPE ARCHITECT: PROJECT SITE 34.1 SW 165TH AVENUE STREET SANITARY SEWER & WATER PLAN & PROFILE 34.2 SW 165TH AVENUE STREET SANITARY SEWER & WATER PLAN & PROFILE 35 SW BLOOMFIELD AVENUE SANITARY SEWER & WATER PLAN & PROFILE 36.1 SW LEMONGRASS LANE SANITARY SEWER & WATER PLAN & PROFILE 36.2 SW LEMONGRASS LANE SANITARY SEWER & WATER PLAN & PROFILE 37.1 SW WOODGROVE STREET SANITARY SEWER & WATER PLAN & PROFILE 37.2 SW WOODGROVE STREET SANITARY SEWER & WATER PLAN & PROFILE 37.3 SW WOODGROVE STREET SANITARY SEWER & WATER PLAN & PROFILE 38.1 SW LARKSPRING LANE SANITARY SEWER & WATER PLAN & PROFILE 38.2 SW LARKSPRING LANE SANITARY SEWER & WATER PLAN & PROFILE 39.1 SW SNOWDALE STREET SANITARY SEWER & WATER PLAN & PROFILE 39.2 SW SNOWDALE STREET SANITARY SEWER & WATER PLAN & PROFILE 39.3 SW SNOWDALE STREET SANITARY SEWER & WATER PLAN & PROFILE 40.1 SW BIRDSONG STREET SANITARY SEWER & WATER PLAN & PROFILE 40.2 SW BIRDSONG STREET SANITARY SEWER & WATER PLAN & PROFILE 41 SW LUKE LANE SANITARY SEWER & WATER PLAN & PROFILE 42.1 SW AUTUMNVALE LANE SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 42.2 SW AUTUMNVALE LANE SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 43 NOT USED 44.1 SW DESCHUTES LANE SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 44.2 SW DESCHUTES LANE SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 45 SW REDFOX LANE SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 46 ALLEY B SANITARY SEWER & WATER PLAN & PROFILE - PRIVATE 47.1 SSLN-C SANITARY SEWER & WATER PLAN & PROFILE 47.2 SSLN-C SANITARY SEWER & WATER PLAN & PROFILE 48.1 SSLN-K SANITARY SEWER & WATER PLAN & PROFILE 48.2 SSLN-K SANITARY SEWER & WATER PLAN & PROFILE 49.1 TREE PRESERVATION AND REMOVAL PLAN 49.2 TREE PRESERVATION AND REMOVAL PLAN STAND 2 49.3 TREE PRESERVATION AND REMOVAL PLAN STAND 2 49.4 TREE PRESERVATION AND REMOVAL PLAN STAND 2 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 CR11 CURB RETURNS DTL1 STREET DETAILS DTL2 STREET DETAILS (2) DTL3 SEWER DETAILS DTL4 SEWER DETAILS (2) DTL5 SEWER DETAILS (3) DTL6 NOT USED DTL7 WATER DETAILS DTL8 WATER DETAILS (2) SS1 SIGNAGE AND STRIPING PLAN SS2 SIGNAGE AND 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 - LEGEND, NOTES & DETAILS L1.06 TREE CANOPY - SOIL VOLUMES, DETAILS & NOTES L2.01 OPEN SPACE - PLANTING PLAN L2.02 OPEN SPACE - LEGENDS, DETAILS & NOTES L3.01 MITIGATION & STORMWATER - PLANTING PLAN L3.02 MITIGATION & STORMWATER - LEGEND, NOTES & DETAILS L3.01 MITIGATION & STORMWATER - DETAILS L3.02 MITIGATION - PLANTING PLAN L3.03 MITIGATION - LEGEND, NOTES & DETAILS L4.01 PARK - LAYOUT PLAN L4.02 PARK - GRADING PLAN L4.03 PARK - PLANTING PLAN L4.04 PARK - PLANTING LEGEND, DETAILS & NOTES L4.05 PARK - CONSTRUCTION DETAILS L4.06 PARK - CONSTRUCTION DETAILS L4.07 PARK - CONSTRUCTION DETAILS L4.08 PARK - CONSTRUCTION DETAILS L4.09 PARK - IRRIGATION SPECIFICATIONS C1 PARK - STORM DRAINAGE PLAN EXHB PLAYGROUND RENDERING EXHB PLAYGROUND RENDERING EXHB PLAYGROUND PLAN L5.01 RIVER TERRACE BOULEVARD - PLANTING PLAN L5.02 RIVER TERRACE BOULEVARD - PLANTING PLAN L5.03 RIVER TERRACE BOULEVARD - PLANTING PLAN L5.04 RIVER TERRACE BOULEVARD - PLANTING PLAN L5.05 RIVER TERRACE BOULEVARD - PLANTING DETAILS, LEGENDS & NOTES L5.01 RIVER TERRACE BOULEVARD - IRRIGATION SPECIFICATIONS EC1 EROSION & SEDIMENT CONTROL COVER SHEET EC2 EXISTING CONDITIONS & DEMOLITION PLAN EC3 EROSION AND SEDIMENT CONTROL PLAN EC4 EROSION AND SEDIMENT CONTROL 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. 1 COVER SHEET 2 GENERAL CONSTRUCTION NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4.1 SITE PLAN - PHASE 1 NORTH 4.2 SITE PLAN - PHASE 1 SOUTH 5.1 OVERALL GRADING PLAN 5.2 GRADING PLAN - PHASE 1 NORTH 5.3 GRADING PLAN - PHASE 1 SOUTH 6.1 LOT GRADING SECTIONS 6.2 LOT GRADING SECTIONS 6.3 WALL DETAILS 7 NOT USED 8 COMPOSITE UTILITY PLAN 9.1 SW APPLEDALE ROAD STREET & STORM PLAN & PROFILE 9.2 SW APPLEDALE ROAD STREET & STORM PLAN & PROFILE 10.1 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE 10.2 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE 10.3 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE 11.1 SW 169TH AVENUE STREET & STORM PLAN & PROFILE 11.2 SW 169TH AVENUE STREET & STORM PLAN & PROFILE 11.3 SW 169TH AVENUE STREET & STORM PLAN & PROFILE 12.1 SW 165TH AVENUE STREET & STORM PLAN & PROFILE 12.2 SW 165TH AVENUE STREET & STORM PLAN & PROFILE 13 SW BLOOMFIELD AVENUE STREET & STORM PLAN & PROFILE 14.1 SW LEMONGRASS LANE STREET & STORM PLAN & PROFILE 14.2 SW LEMONGRASS LANE STREET & STORM PLAN & PROFILE 15.1 SW WOODGROVE STREET STREET & STORM PLAN & PROFILE 15.2 SW WOODGROVE STREET STREET & STORM PLAN & PROFILE 15.3 SW WOODGROVE STREET STREET & STORM PLAN & PROFILE 16.1 SW LARKSPRING LANE STREET & STORM PLAN & PROFILE 16.2 SW LARKSPRING LANE STREET & STORM PLAN & PROFILE 17.1 SW SNOWDALE STREET STREET & STORM PLAN & PROFILE 17.2 SW SNOWDALE STREET STREET & STORM PLAN & PROFILE 17.3 SW SNOWDALE STREET STREET & STORM PLAN & PROFILE 18.1 SW BIRDSONG STREET STREET & STORM PLAN & PROFILE 18.2 SW BIRDSONG STREET STREET & STORM PLAN & PROFILE 19 SW LUKE LANE STREET & STORM PLAN & PROFILE 20.1 SW AUTUMNVALE STREET STREET & STORM PLAN & PROFILE - PRIVATE 20.1 SW AUTUMNVALE STREET STREET & STORM PLAN & PROFILE - PRIVATE 21 NOT USED 22 SW DESCHUTES LANE STREET & STORM PLAN & PROFILE - PRIVATE 23 SW REDFOX TERRACE STREET & STORM PLAN & PROFILE - PRIVATE 24 ALLEY B STREET & STORM PLAN & PROFILE - PRIVATE 25 ALLEY M STREET & STORM PLAN & PROFILE - PRIVATE 26 NOT USED 27.1 SDLN-3 STORM PLAN & PROFILE 27.2 SDLN-3 STORM PLAN & PROFILE 28 SDLN-11 STORM PLAN & PROFILE 29.1 WATER QUALITY FACILITY PLAN & PROFILE 29.2 WATER QUALITY FACILITY PROFILE 30 INTERIM WATER QUALITY FACILITY 31.1 SW APPLEDALE ROADA SANITARY SEWER & WATER PLAN & PROFILE 31.2 SW APPLEDALE ROAD SANITARY SEWER & WATER PLAN & PROFILE 31.3 SW APPLEDALE ROAD SANITARY SEWER & WATER PLAN & PROFILE 32.1 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 32.2 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 32.3 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 33.1 SW 169TH AVENUE SANITARY SEWER & WATER PLAN & PROFILE 33.2 SW 169TH AVENUE SANITARY SEWER & WATER PLAN & PROFILE 33.3 SW 169TH AVENUE SANITARY SEWER & WATER PLAN & PROFILE 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 BEAVERTON SCHOOL DISTRICT, [P] 503-356-4500 CITY OF TIGARD, [P] 503-645-6433 FRONTIER, [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: (207 LOTS) Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 ) C O V E R . d w g - S H E E T : 1 Se p . 7 , 1 8 - 1: 2 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 2 CONSTRUCTION NOTES 1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 4.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. 5.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE ¾"-0" GRAVEL. 6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 7.A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH 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. 8.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6" MJ, 5-1/4" MVO, 3-PORT (2-2½" NST HOSE CONNECTION, 1-4½" NST PUMPER), 1½" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION 9.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1½ CUBIC YARDS OF CRUSHED 2" - ¾" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 10.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE 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. 11.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. 12.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 A 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 RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 13.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. 14.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 TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. 15.ALL JOINTS TO BE RESTRAINED. 16.ALL LOTS CONNECTING TO 550 ZONE WATERLINE SHALL BE PLUMBED TO ALLOW FOR THE ADDITION OF A PRESSURE REDUCER WHEN THE FINAL CONNECTION TO THE 550 ZONE IS COMPLETED. TEMPORARY BYPASS OF THE PRESSURE REDUCER IS ALLOWED WHEN THE 410 PRESSURE ZONE IS CONNECTED TO THE HOUSE. OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED WATER CONSTRUCTION NOTES 1.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 3.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 5.ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). 6.THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 7.THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ESC REVISION TO CWS PER THE 1200 C PERMIT. 8.IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9.ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. CLEAN WATER SERVICES - SPECIFIC EROSION CONTROL NOTES 1.ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) 2.THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.II.(1)(C)) 3.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. (SCHEDULE A.12.C.III) 4.PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D)) 5.IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) & (2)) 6.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.B.III(1) AND A.7.B.III(3)) 7.EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.7.D.I AND A.8.C) 8.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) 9.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE A.8.C.II.(2)) 10.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.I.(7)) 11.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II.(1) AND A.8.C.I(4)) 12.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(3)) 13.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) 14.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III.) 15.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.B.II) 16.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.III) 17.IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) 18.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B) 19.AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) 20.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I) 21.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) 22.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.II) 23.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III & IV) 24.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I) 25.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) 26.THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) 27.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 28.PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.B.III(2) AND A.8.C.III) STANDARD EROSION AND SEDIMENT CONTROL PLAN (ESCP) DRAWING 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 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 & WASHINGTON COUNTY 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). 8. FOLLOW CURRENT WASHINGTON COUNTY DESIGN AND CONSTRUCTION STANDARDS AS REQUIRED. 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.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 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 ) N O T E S . d w g - S H E E T : 2 Se p . 7 , 1 8 - 1: 2 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 25 0 2 5 0 250 260 260260 260 260 270 270 270 270 270 280 280 290290 290 290 300300 300 300 300 300 310 310 310 3 1 0 3 1 0 310 310 320 320 320 320 320 320 320 330 330 330 330 33 0 340 340 SW SCHOLLS FERRY ROAD (CR 3110) TAX MAP 2S1W06 TAX LOT 1000 SW FRIENDLY LANE (CR 3282 T/J) SW R O Y R O G E R S R O A D ( C R 3 1 5 0 ) SW LUKE LANE TAX MAP 2S1W06 TAX LOT 1101 TAX MAP 2S1W06 TAX LOT 3400 TAX MAP 2S1W06 TAX LOT 3800 SW S C H O L L S H I G H W A Y 2 1 0 12' PAVEMENT EXISTING HOUSE TO BE REMOVED EXISTING CARPORT TO BE REMOVED EXISTING SHEDS TO BE REMOVED EXISTING HOUSE TO BE REMOVED EXISTING SHEDS TO BE REMOVED EXISTING MOBILE HOME TO BE REMOVED EXISTING WELL SHED TO BE REMOVED EXISTING BARN TO BE REMOVED EXISTING BARN TO BE REMOVED EXISTING HOUSE TO BE REMOVED EXISTING SHEDS TO BE REMOVED EXISTING DRIVEWAY PAVEMENT TO BE REMOVED EXISTING DRIVEWAY PAVEMENT TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED DRIVEWAY PAVEMENT TO BE REMOVED EXISTING HOUSE TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING GRAVEL PATH TO BE REMOVED EXISTING GRAVEL PATH TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING BARN TO BE REMOVED EXISTING DRIVEWAY PAVEMENT TO BE REMOVED PROTECT EXISTING GRAVEL PATH TAX MAP 2S1W06 TAX LOT 1101 PERMANENT SLOPE EASEMENT TRANSMISSION LINE EASEMENT LEASE AREA AND ACCESS EASEMENT ANCHOR EASEMENT ANCHOR EASEMENT 30' ACCESS EASEMENT EXISTING SEPTIC TANK TO BE REMOVED STREET VACATION EXISTING GARAGE TO BE REMOVED EXISTING BARN TO BE REMOVED EXISTING BARN TO BE REMOVED CREEK CENTERLINE EXISTING HEAT PUMP TO BE REMOVED EXISTING FENCE TO BE REMOVED CANOPY DRIP LINE OFFSITE WATER QUALITY FACILITY, NOT TO BE DISTURBED EXISTING WALL TO BE REMOVED SAWCUT, TYP. REMOVE SECTION OF EXISTING TEMPORARY CUL-DE-SAC WHEN STREET IS EXTENDED EXISTING CELL TOWER, TO REMAIN REMOVE EXISTING CURB AND SIDEWALK AT PROPOSED SITE ENTRANCE REMOVE EXISTING FENCE, TYP. EXISTING WETLAND TO BE FILLED EXISTING WETLAND TO REMAIN LEGEND SIDEWALK PAVEMENT GRAVEL BUILDING WETLANDS POND BOUNDARY FENCE OVERHANGING WIRES GAS LINE UTILITY POLE LIGHT POLE ELECTRICAL RISER GUY WIRE FIRE HYDRANT SIGN CATCHBASIN WATER METER WATER VALVE CURB INLET MAILBOX TELEPHONE RISER DITCH INLET VERIZON ELECTRICAL BOX IRRIGATION CONTROL VALVE GAS RISER UTILITY RISER GAS VALVE EVERGREEN TREE DECIDUOUS TREE PAV'T PAVEMENT X DYH XOH M XG WETLAND BUFFERS 1 INCH = 100 FEET 100 50 100 SCALE 0 3 EXISTING CONDITIONS/ DEMOLITION PLAN EXISTING TREE TO BE REMOVED DECIDUOUS CONIFEROUS EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 ) E X S T . d w g - S H E E T : 3 Se p . 7 , 1 8 - 1: 2 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 SW 1 6 9 T H A V E SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) SW WOODGROVE ST SW LUKE LANE SW R I V E R T E R R A C E B O U L E V A R D SW LARKSPRING LN SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW R E D F O X T E R SW DESCHUTES LN AL L E Y B 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 10 + 0 0 11 + 0 0 12 + 0 0 ALLEY M 10+00 11+00 12+00 13+00 14+00 15+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 10+00 11+00 12+00 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 31 + 4 7 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 10+00 11+00 12+00 13+00 14+00 15+00 11+00 12+00 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 11 + 2 3 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1 9 + 0 0 19 + 3 2 28 + 0 0 29 + 0 0 30 + 0 0 31+0032+0033+00 20 + 0 0 21 + 0 0 166 63 181 165 61 TRACT M 32 163 59 206 132 161 57 204 178 159 55 202 175 157 53 200 42 198 170 153 196 168 33 129 30 TRACT H 29 193 150 194 133 TRACT F 52 190 35 135 152 48 186 38 44 182 164 60 207 179 160 56 203 26 156199 171 137 169 31 155 TRACT J TRACT O 195 TRACT I 176 148 25 41 39 50 188 46 184 136 TRACT K 62 180 27 37 162 58 205 34 177 158 54 201 172 43 128 197 167 40 36 192 24 149 147 134 23 151 154 191 51 189 130 TRACT C 49 187 47 185 TRACT N 45 183 28 131 8.00' PUE, TYP. 8.00' 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. 3.00' PUE, TYP. 3.00' 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. 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. 3.00' 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. 3.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 3.00' PUE, TYP. 3.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. TRACT Q PAVEMENT SAWCUT, TYP. PGE 233 P G E 6 4 4 PG E 64 4 PG E 64 4 PGE 644 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 PGE 644 PGE 644 PGE 644 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 P G E 6 4 4 P G E 6 6 0 PGE 660 PG E 66 0 PGE 660 PGE 660 PGE 644 PG E 64 4 WQ/DET FACILITY 7583 71 76 64 72 77 65 73 78 66 7479 67 80 68 81 69 82 70 120119 126 125 124 123 122121 141 142 143144145 139 146 140 138 L9 C6 C7 L1 1 L14 L15 C12 C13 L16 L17 L18 L19 L20 C14 C15 C17 L21 L22 C18 C19 C20 C21 L2 3 L24 C 2 2 L25 L26 L2 7 L2 8 L29 3.00' PUE, TYP. 20' WIDE TEMPORARY EMERGENCY VEHICLE ACCESS PAVEMENT SAWCUT, TYP. EXISTING CELL TOWER 12.00' ACCESS EASEMENT LEASE AREA EASEMENT 127 FUTURE SIDEWALK TRACT S EXISTING ROW SW B L O O M F I E L D A V E SW A U T U M N V A L E L N 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCHLINE SITE PLAN SHEET 4.2 4.1 SITE PLAN NORTH 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 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 ) S I T E . d w g - S H E E T : 4. 1 Se p . 7 , 1 8 - 1: 2 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW A P P L E D A L E R D SW SNOWDALE ST SW BIRDSONG ST SW 1 6 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D 10 + 0 0 13 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 10+0 0 11+0 0 12+0 0 13+0 0 14+00 15+00 16+00 17+00 18+00 19+00 1 0 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 22 + 0 0 23 + 0 0 15 112 101 9 97 118 18 2 115 21 84 85 94 16 98 22 7 17 88 91 13 116 4 107 111 20 102 100 11 86 93 TRACT D 11489 12 19 99 95 TRACT A 105 109 113 103 10 TRACT B 87 90 92 6 TRACT E 5 1 3 104 14 106 117 96 1088 110 6.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 15.00' TEMPORARY SANITARY EASEMENT 25.00' TEMPORARY TURNAROUND EASEMENT 25.00' TEMPORARY TURNAROUND EASEMENT 25.00' TEMPORARY SANITARY AND STORM EASEMENT W W PGE 233 PG E 64 4 PG E 64 4 PG E 64 4 P G E 6 4 4 PG E 64 4 PG E 64 4 PG E 64 4 PG E 64 4 PG E 66 0 L1 L2 L3 C1L 4 L5 C 2 L7 L8 L1 0 C 3 C 4 C5 C8 L13 C9 C10 C1 1 L14 C12 INTERIM WQ/DET FACILITY 15.00' TEMPORARY STORM EASEMENT 15.00' TEMPORARY STORM EASEMENT FUTURE ROW EXTENSION FUTURE STREET EXTENSION ALIGNMENT FUTURE RIVER TERRACE BOULEVARD STREET EXTENSION ALIGNMENT FUTURE STREET A STREET EXTENSION ALIGNMENT TEMPORARY STORM EASEMENT TL 3500 LINE TABLE LINE # L1 L2 L3 L4 L5 L7 L8 L9 L10 L11 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 LENGTH 530.11' 379.57' 88.23' 85.34' 559.82' 1237.63' 278.20' 682.86' 152.51' 853.01' 206.29' 638.93' 315.59' 590.78' 379.86' 658.85' 431.05' 24.95' 106.94' 384.12' 275.31' 313.00' 264.99' 250.00' 487.50' 261.14' 510.14' BEARING S89° 58' 43"E N60° 12' 37"E N60° 12' 37"E N14° 51' 32"W N0° 01' 17"E N0° 06' 00"E N0° 01' 17"E N0° 01' 17"E N5° 43' 31"E N0° 01' 17"E S89° 58' 43"E S89° 58' 43"E S89° 58' 49"E S89° 58' 43"E S89° 46' 19"E S89° 58' 43"E S89° 58' 43"E S89° 58' 43"E N74° 50' 37"E S89° 58' 43"E S0° 01' 17"W N89° 58' 43"W S89° 57' 31"E S89° 58' 43"E N0° 01' 17"E N0° 01' 17"E S89° 58' 43"E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C17 C18 C19 C20 C21 C22 RADIUS 275.00' 166.00' 600.00' 600.00' 710.00' 710.00' 710.00' 600.00' 400.00' 400.00' 39.00' 400.00' 400.00' 200.00' 200.00' 200.00' 47.00' 1341.39' 500.00' 50.00' 42.00' LENGTH 143.08' 43.11' 200.04' 285.56' 70.68' 56.54' 56.54' 26.61' 109.89' 109.89' 61.26' 89.63' 89.63' 40.63' 41.35' 28.31' 61.33' 72.18' 105.55' 78.54' 65.97' CHORD DIRECTION N75° 06' 57"E N7° 25' 08"W N9° 27' 05"W N5° 22' 06"W N2° 52' 24"E N2° 18' 09"E N2° 18' 09"E N6° 59' 44"E N82° 09' 04"E N82° 09' 04"E N45° 01' 17"E N83° 36' 07"E N83° 36' 07"E S83° 57' 10"E S84° 03' 22"E N85° 57' 59"E N37° 27' 30"E N76° 23' 06"E N83° 58' 26"E S44° 58' 43"E N44° 58' 43"W * * * * * * * * * * * * * * * * * 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCHLINE SITE PLAN SHEET 4.1 4.2 SITE PLAN SOUTH 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 * FUTURE STREET ALIGNMENT LINE DATA * FUTURE STREET ALIGNMENT CURVE DATA Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 ) S I T E . d w g - S H E E T : 4. 2 Se p . 7 , 1 8 - 1: 2 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 -667.9% -19.0% -5 0 . 0 % -2 2 . 1 % -204.0% 300 300 310 310 320 320 300 310 320 320 330 330 340 340 260 270 280 290 300 310 310 320 320 330 330 300 300 31 0 280 300 310 310 320 320 2 7 0 280 2 8 0 2 8 0 3 2 0 32 0 3 2 0 3 3 0 34 0 34 0 290 300 30 0 310 310 290 300 310 320 320 330 330 3 4 0 340 340 340 330 310 320 30 0 280 30 0 32 0 33 0 3 4 0 34 0 3 0 0 310 320 C C A A B B E E S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW 1 6 9 T H A V E SW WOODGROVE ST SW LUKE LN SW A P P L E D A L E R D SW LARKSPRING LN SW SNOWDALE ST SW BIRDSONG ST SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW B L O O M F I E L D A V E SW DESCHUTES LN ALLEY M AL L E Y B SW R I V E R T E R R A C E B O U L E V A R D 176 11489 148 12 25 19 41 99 95 39 50 188 TRACT A 105 46 184 109 136 TRACT K 62 180 113 27 103 37 162 58 205 34 10 177 158 54 201 172 43 128 197 167 40 36 TRACT B 192 24 87 149 90 147 134 92 6 23 TRACT E 151 154 191 5 1 51 189 3 130 104 TRACT C 49 187 14 106 117 47 185 96 1088 TRACT N 45 183 28 131 110 166 63 181 15 112 101 9 165 61 TRACT M 97 32 118 18 163 59 206 132 2 115 161 57 204 178 21 159 55 202 175 157 53 200 84 42 198 85 170 153 94 196 16 168 33 98 22 129 30 TRACT H 29 193 7 17 150 194 133 88 91 TRACT F 13 116 52 190 4 35 135 152 48 186 107 38 44 182 111 20 102 164 60 207 100 179 160 56 203 26 156199 171 11 137 86 169 93 31 155 TRACT J TRACT O 195 TRACT Q TRACT I 7583 71 76 64 72 77 65 73 78 66 7479 67 80 68 81 69 82 70 120 141 119 142 126 127 TRACT P 125 143 124 138 144 123TR A C T G 145 122 139 146 121 140 D D SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) SW R E D F O X T E R SW A U T U M N V A L E L N Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 100.00% Area 1080541.64 118555.58 190775.56 Color 1 INCH = 100 FEET 100 50 100 SCALE 0 EX 2-FT CONTOUR EX 10-FT CONTOUR PROPOSED RETAINING WALL LEGEND 187 185 FG 2-FT CONTOUR FG 10-FT CONTOUR 187 185 CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. CAST-IN-PLACED RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 22, 2016 RETAINING WALL DESIGN MEMO AND LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE OCTOBER 17, 2016 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC 5.1 OVERALL GRADING PLAN PROPOSED CIP RETAINING WALL Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 5 . 1 ) G R A D O V E R A L L . d w g - S H E E T : 5. 1 Se p . 7 , 1 8 - 1: 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 SW 1 6 9 T H A V E SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) SW WOODGROVE ST SW LUKE LANE SW R I V E R T E R R A C E B O U L E V A R D SW LARKSPRING LN SW SNOWDALE ST SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW B L O O M F I E L D A V E SW R E D F O X T E R SW DESCHUTES LN ALLEY M AL L E Y B 300 300 310 310 320 320 294 294 296 296 298 29 8 302 302 304 304 306 306 308 308 312 312 314 314 316 316 318 318 322 32 2 320 330 330 340 340 316 318 322 322 324 324 326 326 328 328 332 332 334 334 336 336 338 338 342 342 344 344 310 310 320 320 330 330 3 0 2 3 0 4 306 308 312 312 314 314 316 316 318 318 322 322 324 324 326 326 328 328 332 332 334 334 336 33 6 300 31 0 30 2 3 0 4 3 0 6 3 0 8 31 2 314 316 310 320 320 304 306 308 312 312 314 314 316 316 318 318 322 322 324 324 32 6 326 328 3 2 8 3 2 0 32 0 3 2 0 3 3 0 34 0 34 0 3 2 2 3 2 4 3 2 632632 632632 6 3 2 8 3 3 2 3 3 4 3 3 6 3 3 8 33 8 3 3 8 300 30 0 310 310 294 296 29 6 29 8 298 302 30 2 304 30 4 306 306 308 308 312 31 2 31 4 314 316 31 6 3 1 8 318 320 330 330 340 34 0 340 340340 3 4 0 316 318 32 2 322 324 324 326 326 328 328 332 332 334 334 336 336 338 338 342 342 330 32 2 322 324 324 326 326 328 332 31 2 31 4 31 6 3 1 8 310 320 306 308 312 314 316 318 322 324 326 30 0 29 4 29 6 29 8 30 2 30 4 30 6 308 33 0 3 4 0 34 0 32 8 33 2 33 4 33 63383 3 8 33 8 3 4 2 342 3 0 0 310 320 2 9 6 2 9 8 3 0 2 30 2 3 0 2 3 0 4 30 4 3 0 4 3 0 6 30 8 312 314 316 318 322 324 326 176 148 25 41 39 50 188 46 184 136 TRACT K 62 180 27 37 162 58 205 34 177 158 54 201 172 43 128 197 167 40 36 192 24 149 147 134 23 151 154 191 51 189 130 TRACT C 49 187 47 185 TRACT N 45 183 28 131 166 63 181 165 61 TRACT M 32 163 59 206 132 161 57 204 178 159 55 202 175 157 53 200 42 198 170 153 196 168 33 129 30 TRACT H 29 193 150 194 133 TRACT F 52 190 35 135 152 48 186 38 44 182 164 60 207 179 160 56 203 26 156199 171 137 169 31 155 TRACT J TRACT O 195 TRACT Q TRACT I 7583 71 76 64 72 77 65 73 78 66 7479 67 80 68 81 69 82 70 120 141 119 142 126 127 TRACT P 125 143 124 138 144 123 TRACT G 145 122 139 146 121 140 -18. 1 % 174 173 TRACT L S C S C S C SD SD SD SD SD S D S D S D SD S D S D S D SD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD S D S D S D S D SD SD S D S D SD S D SD SD SD S D S D S D SD SD SD SD 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE TW FG '317.5 318.0 0.5 TW FG '304.3 314.8 10.5 TW FG '317.0 317.5 0.5 TW FG '309.0 317.3 8.3 TW FG '303.0 310.8 7.8 TW FG '298.1 300.6 2.5 TW FG '299.9 302.9 3.0 TW FG '307.5 311.3 3.8 TW FG '320.0 320.5 0.5 TW FG '316.9 317.5 0.6 TW FG '305.9 306.4 0.5 TW FG '316.0 316.5 0.5 TW FG '296.5 296.9 0.4 TW FG '297.6 300.6 3.0 TW FG '305.5 306.2 0.7 TW FG '323.7 324.2 0.5 TW FG '318.2 323.7 5.5 TW FG '311.3 316.4 5.1 TW FG '316.9 317.3 0.4 TW FG '311.4 311.9 0.5 TW FG '306.3 314.0 7.7 TW FG '304.5 305.2 0.7 TW FG '323.1 323.4 0.3 TW FG '331.4 333.7 2.3 TW FG '333.6 334.3 0.7 TW FG '333.9 334.7 0.8 TW FG '331.2 332.7 0.5 TW FG '333.0 334.2 1.2 TW FG '311.1 311.7 0.6 TW FG '311.7 317.5 5.8 TW FG '312.6 317.6 5.0 TW FG '320.3 322.3 2.0 TW FG '320.2 320.8 0.6 TW FG '331.1 331.4 0.3 TW FG '320.4 321.0 0.6 TW FG '299.0 306.8 7.2 TW FG '290.5 306.0 15.5 TW FG '289.0 301.4 12.4 TW FG '289.0 302.9 13.9 TW FG '295.0 303.6 8.6 TW FG '295.0 305.2 10.2 TW FG '293.4 305.2 11.8 TW FG '292.4 297.8 5.4 TW FG '289.4 289.8 0.4 TW FG '290.0 296.1 6.1 TW FG '309.6 313.6 4.0 2:1 MAX SLOPE TW FG '318.3 318.6 0.3 TW FG '317.5 321.5 4.0 TW FG '317.0 320.2 3.2 TW FG '307.3 307.8 0.5 TW FG '315.9 316.3 0.4 TW FG '294.0 295.0 1.0 TW FG '292.8 295.0 2.2 TW FG '292.0 295.0 3.0 TW FG '291.6 292.0 0.4 TW FG '292.0 295.0 3.0 TW FG '312.5 315.5 3.0 TW FG '307.0 308.0 1.0 TW FG '324.8 325.8 1.0 TW FG '327.2 328.2 1.0 TW FG '324.7 327.5 2.8 TW FG '311.2 314.8 3.6 2:1 MAX SLOPE TW FG '308.6 309.1 0.5 TW FG '307.8 310.9 3.1 TW FG '307.5 311.0 3.5 6" IE=301.75 6" CO IE=301.26 6" CO IE=300.94 6" IE IN=300.79 6" PVC SD LATERAL FROM WALL DRAIN TO MH 6" IE=299.90 6" PVC SD LATERAL FROM WALL DRAIN TO MAINLINE 6" IE IN=295.23 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCHLINE GRADING PLAN SHEET 5.3 5.2 GRADING PLAN NORTH GRADING NOTES 1.FOR EROSION AND SEDIMENT CONTROL PLAN SEE ESC PLANS. 2.REFER TO GEOTECHNICAL REPORT PREPARED BY GEODESIGN INC. AND DATED JUNE 11, 2015 FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. 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 DETAIL1 5.1 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 GENERAL NOTES 1.INSTALL 4' TALL CHAINLINK FENCING WITH BLACK VINYL ALONG SITE WALLS THAT ARE 30" ABOVE THE FINISH GRADE BELOW AND GREATER. 2.SEE RETAINING WALL DETAILS PER SHEET 6.3. CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. CAST-IN-PLACED RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 22, 2016 RETAINING WALL DESIGN MEMO AND LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE OCTOBER 17, 2016 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 5 . 2 - 5 . 3 ) G R A D . d w g - S H E E T : 5. 2 Se p . 7 , 1 8 - 1: 3 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW A P P L E D A L E R D SW SNOWDALE ST SW BIRDSONG ST SW 1 6 9 T H A V E 300 310 320 292 294 296 298 302 304 306 308 312 314 316 318 322 260 270 280 29 0 300 310 256256 258 258 26 2 26 4 266 268 272 274 276 278 282 284 286 288 292 294 296 298 302 304 306 308 280 300 310 282 28 4 294296 298 302 304 306 308 2 7 0 280 2 8 0 2 8 0 2 7 2 274 2 7 4 2 7 4 276 2 7 6 2 7 6 278 2 7 8 2 7 8 2 8 2 282 282 2 8 2 2 8 4 28 4 286 2 8 6 290288 292 290 300 310 32 0 282284286 288 292 294 296 298 302 304 30 6 308 312 314 316 318 32 2 30 0 29 4 29 6 29 8 30 2 30 4 30 6 308 280 2 8 2 30 0 29 4 29 6 29 8 30 2 3 0 4 30 4 3 0 6 30 6 3 0 8 30 8 32 0 31 2 31 4 31 6 31 8 3 2 2 32 2 3 2 4 32 4 3 2 6 32 6 SW R I V E R T E R R A C E B O U L E V A R D TRACT D 11489 12 19 99 95 TRACT A 105 109 113 103 10 TRACT B 87 90 92 6 TRACT E 5 1 3 104 14 106 117 96 1088 110 15 112 101 9 97 118 18 2 115 21 84 85 9416 98 22 7 17 88 91 13 116 4 107 111 20 102 100 11 86 93 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D EX. WETLAND EX. CREEK 2:1 MAX SLOPE 2:1 MAX SLOPE TW FG '299.0 299.6 0.6 TW FG '293.8 297.2 3.4 TW FG '288.8 289.3 0.5 TW FG '295.9 299.0 3.1 TW FG '284.9 285.4 0.5 TW FG '290.7 294.4 3.7 TW FG '305.0 311.7 6.7 TW FG '304.4 307.5 3.1 TW FG '290.6 291.1 0.5 TW FG '293.4 300.4 7.0 TW FG '305.0 305.8 0.8 TW FG '305.7 313.0 7.3 TW FG '291.2 298.2 7.0 TW FG '293.2 293.8 0.6 TW FG '292.9 296.1 3.2 TW FG '296.8 297.2 0.4 TW FG '316.3 317.3 1.0 INTERIM POND 2:1 MAX SLOPE TW FG '282.0 290.3 8.3 TW FG '304.9 311.2 6.3 TW FG '312.2 314.9 2.7 TW FG '312.1 316.4 4.3 EX. WETLAND TW FG '311.0 318.3 7.3 TW FG '292.6 293.2 0.6 TW FG '311.7 312.7 1.0 6" IE=292.10 6" PVC SD LATERAL FROM WALL DRAIN TO CB 6" IE IN=291.20 S D 6" CO IE=291.80 1 INCH = 60 FEET 60 30 60 SCALE 0 MATCHLINE GRADING PLAN SHEET 5.2 EX 2-FT CONTOUR EX 10-FT CONTOUR PROPOSED RETAINING WALL LEGEND 187 185 FG 2-FT CONTOUR FG 10-FT CONTOUR 187 185 5.3 GRADING PLAN SOUTH GRADING NOTES 1.FOR EROSION AND SEDIMENT CONTROL PLAN SEE ESC PLANS. 2.REFER TO GEOTECHNICAL REPORT PREPARED BY GEODESIGN INC. AND DATED JUNE 11, 2015 FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. GENERAL NOTES 1.INSTALL 4' TALL CHAINLINK FENCING WITH BLACK VINYL ALONG SITE WALLS THAT ARE 30" ABOVE THE FINISH GRADE BELOW AND GREATER. 2.SEE RETAINING WALL DETAILS PER SHEET 6.3. CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. CAST-IN-PLACED RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 22, 2016 RETAINING WALL DESIGN MEMO AND LOCK+LOAD RETAINING WALLS SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE OCTOBER 17, 2016 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 5 . 2 - 5 . 3 ) G R A D . d w g - S H E E T : 5. 3 Se p . 7 , 1 8 - 1: 3 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 270 280 290 300 310 320 330 340 350 360 370 270 280 290 300 310 320 330 340 350 360 370 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 14+00 14+50 8.00' POND BOTTOM =273.0 3:1 MAX SLOPE 25-YR STORM WATER ELEVATION=281.0 FREQUENT FLOOD STORAGE ELEVATION=275.1 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE TRACT D LOT 107 SW BIRDSONG ST LOT 100 LOT 87 SW SNOWDALE ST LOT 80 LOT 67 SW LARKSPRING LN LOT 60 LOT 47 SW WOODGROVE ST LOT 185 ALLEY M LOT 202 SW LEMONGRASS LN TRACT L RETAINING WALL 1.00' FREEBOARD 2:1 MAX SLOPE 280 290 300 310 320 330 340 350 280 290 300 310 320 330 340 350 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 LOT 121 LOT 124 SW SNOWDALE ST SW DESCHUTES LN LOT 144 LOT 141 SW WOODGROVE ST LOT 162 LOT 159 SW AUTUMNVALE LN TRACT N POND BOTTOM =289.0 3:1 MAX SLOPE 25-YR STORM WATER ELEVATION=294.56 FREQUENT FLOOD STORAGE ELEVATION=289.52 RETAINING WALL2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE RETAINING WALL RETAINING WALL FINISH GRADE, TYP. EXISTING GRADE, TYP. 0.50' FREE BOARD 0.52' 6.1 LOT SECTIONS PLAN SECTION A HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION B HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 6 . 1 ) L O T S E C . d w g - S H E E T : 6. 1 Se p . 7 , 1 8 - 1: 3 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 280 290 300 310 320 330 280 290 300 310 320 330 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 FINISH GRADE, TYP. EXISTING GRADE, TYP. LOT 16 SW 169TH AVE LOT 103 LOT 102 LOT 101 LOT 100 LOT 99 LOT 98 LOT 97 LOT 96 LOT 95 LOT 94 RIVER TERRACE BLVD TRACT E RETAINING WALL 2:1 MAX SLOPE RETAINING WALL RETAINING WALL 2:1 MAX SLOPE 300 310 320 330 340 350 360 300 310 320 330 340 350 360 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 14+00 14+50 FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL SW 169TH AVE LOT 42 LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 LOT 52 LOT 53 RIVER TERRACE BLVD TRACT I LOT 137 SW REDFOX TER LOT 139 LOT 140 LOT 141 LOT 142 SW 165TH AVE LOT 151 RETAINING WALL 2:1 MAX SLOPE 290 300 310 320 330 340 350 290 300 310 320 330 340 350 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50 TRACT O LOT 194 LOT 195 LOT 196 LOT 197 LOT 198 LOT 199 LOT 200 LOT 201 LOT 202 LOT 203 LOT 204 LOT 205 LOT 206 LOT 207 SW BLOOMFIELD AVE LOT 175 SW RIVER TERRACE BLVD LOT 169 ALLEY B LOT 156 LOT 157 LOT 158 LOT 159 LOT 160 SW AUTUMNVALE LN LOT 154 RETAINING WALL FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 6.2 LOT SECTIONS PLAN SECTION C HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION D HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION E HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 6 . 1 ) L O T S E C . d w g - S H E E T : 6. 2 Se p . 7 , 1 8 - 1: 3 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 WELL-GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 in (5 mm TO 38 mm) LESS THAN 10% FINES BACKSLOPE ANGLE, i ALLAN BLOCK WALL BATTER FROM VERTICAL b 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT 4 in (100 mm) HEEL DRAIN PIPE VENTED TO DAYLIGHT ALLAN BLOCK UNIT FINISHED GRADE GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS OPTIONAL ALLAN BLOCK CAPSTONE FINISHED GRADE GEOGRID LENGTH COMPACTION ZONE (TO BACK OF CUT) INFILL SOIL RETAINED SOIL EMBEDMENT DEPTH 12 in (300 mm) 3 ft (1 m) CONSOLIDATION ZONE BACKSLOPE HEIGHT 6 in (150 mm) (MIN) 12 in (300 mm) (MIN) EXPOSED WALL HEIGHT IMPERMEABLE FILL TO MINIMUM THICKNESS OF 6 in (150 mm) *REFER TO DESIGN DETAILS: ALLAN BLOCK TYPICAL REINFORCED WALL APPLICATION FOR ALL OTHER NOTES, DETAILS AND SPECIFICATIONS. POST EMBEDMENT DEPTH FENCE OR RAILING HEIGHT TOP GEOGRID LAYER MUST BE WITHIN THE TOP THREE COURSES. ITS LENGTH MUST CONSIDER THE FENCE STABILITY. ALLAN BLOCK UNIT GROUT MINIMUM TOP THREE BLOCKS AT POST (COORDINATE POST LOCATIONS PRIOR TO PLACING TOP COURSES AND CAPS) CUT GEOGRID TO ALLOW FOR POST INSTALL POST THROUGH BLOCK, REMOVE WEBS OF BLOCK AS NECESSARY CORE DRILL CAPSTONE TO ALLOW FOR POST NON-WIND LOADED FENCE OR RAILING 6.3 WALL DETAILS TYPE C RETAINING WALLS - ALLAN BLOCK WALL TYPE D RETAINING WALLS - ALLAN BLOCK WALL WITH NO WIND FENCE TYPE A RETAINING WALLS - LOCK AND LOAD TYPE B RETAINING WALLS - CONCRETE CAST IN PLACE TYPE B RETAINING WALLS - SCHEDULE TYPE B2 RETAINING WALLS - CONCRETE CAST IN PLACE Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 6 . 3 ) W A L L D E T A I L S . d w g - S H E E T : 6. 3 Se p . 7 , 1 8 - 1: 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 3759GZ 148"GZ 3759 GZ 148" GZ 3759GZ 148"GZ 3759 GZ 148" GZ 3759GZ148"GZ 3759GZ148"GZ 3759 GZ 148" GZ 8396 ZZUN 8428ZZUN 8428ZZUN 8 3 9 6 ZZ U N 3759 GZ 148" GZ SD SD SD S D S D S D S D S D S D S D S D S D S D SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD S D S D S D SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S S SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS S S S S S S S S SS S S S S S S SS SS SS SS SS SS SS SS S S 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 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 PGE 233 PGE233 P G E 6 4 4 PG E 644 PG E 64 4 PGE 644 PG E 644 PG E 644 PG E 644 PG E 644 PG E 64 4 PG E 644 P G E 6 4 4 PG E 644 PG E 644 PG E 644 PG E 644 PG E 644 PG E 644 PG E 64 4 PG E 644 PGE 644 PGE 644 PGE 644 PG E 644 PG E 644 PG E 644 PG E 64 4 P G E 6 4 4 W W W W W W W W W W P G E 6 6 0 PGE 660 PG E 66 0 PGE 660 PGE 660 PGE 644 PG E 66 0 PG E 644 SSLN SEE SHEET PUBLIC A 31.1 SDLN SEE SHEET PUBLIC 2 9.1 SDLN SEE SHEET PUBLIC 2 11.1 SDLN SEE SHEET PUBLIC 2 11.2 SDLN SEE SHEET PUBLIC 1 10.2 SDLN SEE SHEET PUBLIC 3 12.1 SDLN SEE SHEET PUBLIC 3 12.2 SDLN SEE SHEET PUBLIC 13 13 SDLN SEE SHEET PUBLIC 11 14.1 SDLN SEE SHEET PUBLIC 11 14.2 SDLN SEE SHEET PUBLIC 2 & 7 15.1 SDLN SEE SHEET PUBLIC 1 15.2 SDLN SEE SHEET PUBLIC 3 15.3 SDLN SEE SHEET PUBLIC 6 16.1 SDLN SEE SHEET PUBLIC 6 16.2 SDLN SEE SHEET PUBLIC 5 17.1 SDLN SEE SHEET PUBLIC 5 17.2 SDLN SEE SHEET PUBLIC 8 17.3 SDLN SEE SHEET PUBLIC 4 18.1 SDLN SEE SHEET PUBLIC 4 18.2 SDLN SEE SHEET PUBLIC 15 19 SDLN SEE SHEET PRIVATE 12 20 SDLN SEE SHEET PRIVATE 12 21 SDMH #2I SDMH #1L SDMH #2H SDMH #2G SDMH #2F SDMH #7A SDMH #6C SDMH #1K SDMH #6B SDMH #13B SDMH #13A SDMH #1I SDMH #3I SDMH #11H SDMH #1F SDMH #11G SDMH #10B SDMH #14A SDMH #11F SDMH #11E SDMH #11D SDMH #12E SDMH #3G SDMH #5C SDMH #10A SDMH #11C SDMH #9B SDMH #3F SDMH #5B SDMH #15A SDMH #3E SDMH #1D SDMH #12A SDMH #12D SDMH #8D SDMH #11A SDMH #12C SDMH #8C SDMH #4C SDMH #12B FLAT TOP SDMH #8B SDMH #1C SDMH #4B SDMH #17C SDMH #3C SDMH #4A SDMH #1B SDMH #2C SDMH #2A SDMH #3A SDMH #1A SDMH #3B FLAT TOP SSMH #B6 SSMH #A12SSMH #B5 SSMH #B4 SSMH #G1 SSMH #F2 SSMH #A11 SSMH #F1 SSMH #M1 SSMH #C6 SSMH #A10 SSMH #A9 SSMH #K7 SSMH #J2 SSMH #N1 SSMH #K6 SSMH #B3 SSMH #K5 SSMH #C5 SSMH #L4 SSMH #E2 SSMH #J1 SSMH #K4 SSMH #I1 SSMH #E1 SSMH #C4 SSMH #A8 SSMH #L1 SSMH #L3 SSMH #B2 SSMH #K2 SSMH #L2 SSMH #H2 SSMH #K3 SSMH #D2 SSMH #H1 SSMH #D1 SSMH #C3 SSMH #K1 SSMH #A7 SSMH #B1 SSMH #A3 SSMH #C1 SSMH #C2 SSMH #A6 SSMH #A5 SSMH #A4 SSMH #A2 SSMH #A1 SDLN SEE SHEET PRIVATE 9 22 SDLN SEE SHEET PRIVATE 10 23 SDLN SEE SHEET PRIVATE 12 24 SDLN SEE SHEET PUBLIC 1 10.1 SDLN SEE SHEET PUBLIC 3 27.1 SDLN SEE SHEET PUBLIC 3 27.2 SDLN SEE SHEET PUBLIC 11 28 SSLN SEE SHEET PUBLIC B 33.1 SSLN SEE SHEET PUBLIC B 33.3 SSLN SEE SHEET PUBLIC A 31.2 SSLN SEE SHEET PUBLIC A 31.3 SSLN SEE SHEET PUBLIC A 32.1 SSLN SEE SHEET PUBLIC A 32.2 SSLN SEE SHEET PUBLIC A 32.3 SSLN SEE SHEET PUBLIC B 33.2 SSLN SEE SHEET PUBLIC K 36.1 SSLN SEE SHEET PUBLIC M 35 SSLN SEE SHEET PUBLIC K 36.2 SSLN SEE SHEET PUBLIC B & G 37.1 SSLN SEE SHEET PUBLIC A 37.2 SSLN SEE SHEET PUBLIC C 37.3 SSLN SEE SHEET PUBLIC F 38.1 SSLN SEE SHEET PUBLIC F 38.2 SSLN SEE SHEET PUBLIC E 39.1 SSLN SEE SHEET PUBLIC E & H 39.2 SSLN SEE SHEET PUBLIC H 39.3 SSLN SEE SHEET PUBLIC D 40.1 SSLN SEE SHEET PUBLIC C 47.1 SSLN SEE SHEET PUBLIC C 41 SSLN SEE SHEET PRIVATE L 42 SSLN SEE SHEET PRIVATE L 43 SSLN SEE SHEET PRIVATE I 44.2 SSLN SEE SHEET PRIVATE J 45 SSLN SEE SHEET PRIVATE L & N 46 SSLN SEE SHEET PUBLIC C & D 40.2 SSLN SEE SHEET PUBLIC C 47.2 SD S C S C S C S S S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) SW 1 6 9 T H A V E SW WOODGROVE ST SW LUKE LN SW A P P L E D A L E R D SW LARKSPRING LN SW SNOWDALE ST SW BIRDSONG ST SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW B L O O M F I E L D A V E SW DESCHUTES LN ALLEY M AL L E Y B SW R I V E R T E R R A C E BO U L E V A R D SW SCHOL L S F E R R Y R D (C.R. N O . 3 1 1 0) SW R E D F O X T E R SDLN SEE SHEET PUBLIC 1 10.3 SDMH #2D SDMH #16CSSMH #A4.5 SSLN SEE SHEET PRIVATE I 44.1 SDMH #1E SSMH #H3 SDMH #2E SDMH #18B SDMH #3D SDMH #9A SDMH #11B SD S S 8 COMPOSITE UTILITY PLAN SCALE 1 INCH = 100 FEET 100 50 1000 PROPOSED THRUST BLOCK EX 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 EX GAS VALVE EX CABLE RISER EX TELEPHONE RISERTR C HY D DYH D C D S C S XCOM XE XW XG LEGEND XOH XSD SS W XSS SD Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 8 ) C O M P . d w g - S H E E T : 8 Se p . 7 , 1 8 - 1: 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 10+00 11+00 12+00 13+00 TRACT A SW R O Y R O G E R S R D ( C .R . N O . 3 15 0 ) S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W S D S D SD S D S D SDMH 18B SDCI 18A.2 SDCI 18A.1 1+ 0 0 1+ 5 1 3B1G 3A PROJECT BOUNDARYROY ROGERS R/W 6.00' PUE, TYP. T.L. 1400 X S S X S S X S S SW APPLEDALE RD S S 1 X S D X S D X S D 2 DIRECTIONAL BORE UNDER EXISTING PAVEMENT6 S D S D S D TR A C T U S S S S S S S S S S S S S S S S CURB SUPER ELEVATION DESIGN PER 'RIVER TERRACE EAST ROY ROGERS ROAD IMPROVEMENTS AT SW APPLEDALE ROAD' 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 9+00 10+00 11+00 12+00 13+00 13+50 -2.52% 9.99% 7.27% PVI STA = 10+00.84 ELEV = 269.11 PVI STA: 10+88.77 PVI ELEV: 266.89 K: 7.19 LVC: 90.00 BV C S : 1 0 + 4 3 . 7 7 BV C E : 2 6 8 . 0 3 EV C S : 1 1 + 3 3 . 7 6 EV C E : 2 7 1 . 3 9 LOW PT. STA: 10+61.88 LOW PT ELEV: 267.80 PVI STA: 13+52.46 PVI ELEV: 288.70 K: 20.00 LVC: 183.85 BV C S : 1 2 + 6 0 . 5 3 BV C E : 2 8 2 . 0 2 EV C S : 1 4 + 4 4 . 3 8 EV C E : 2 8 6 . 9 3 PVI STA: 11+85.82 PVI ELEV: 276.59 K: 14.70 LVC: 40.00 BV C S : 1 1 + 6 5 . 8 2 BV C E : 2 7 4 . 5 9 EV C S : 1 2 + 0 5 . 8 2 EV C E : 2 7 8 . 0 4 MAX CATCH SLOPE 2:1 EXISTING GROUND @ FUTURE STREET CENTERLINE 8" DI WATER -2.52% 9.99% 7.27% 60 " W Q S D M H 1 8 B ST A = 1 0 + 8 3 . 7 8 , 3 . 7 3 ' R (A P P L E D A L E ) 10 " I E I N = 2 6 4 . 9 3 ( N W ) 10 " I E I N = 2 6 4 . 9 3 ( E ) 12 " I E O U T = 2 6 4 . 7 3 ( S E ) SU M P = 26 1 . 7 3 ST A = 1 + 0 0 . 0 0 ( S D L N - 1 8 ) RI M = 2 6 8 . 0 5 BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 2 + 9 8 . 6 7 EL E V = 2 8 4 . 1 0 CLASS 'B' GRANULAR BEDDING & BACKFILL FINISH GRADE @ FUTURE STREET CENTERLINE 8" WT/12" SD 15.60' CLR EX 8" WATER 10" SD/8" WT 1.76' CLR EXISTING GAS LINE 12" SD/8" SS 0.53' CLR 10" SD/8" SS 1.24' CLR CULVERT 12" SD/8" WT CASING 1.38' CLR 12" SD/8" SS CASING 1.25' CLR SDCI 18A.1 10+80.40, 19.50' L (APPLEDALE) RIM/TC = 268.65 10" IE OUT = 265.35 23.47 LF (C-900) @S=0.0179 SDCI 18A.2 10+97.57, 19.50' R (APPLEDALE) RIM/TC = 268.71 10" IE OUT = 265.95 20.95 LF (C-900) @S=0.0488 2.50% TRAVEL 18' SWTRAVEL 18' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - PARKING ON BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 5 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV - 0.03' L STA 14+28.90 TO 14+67.81 1 INCH = 20 FEET 20 10 20 SCALE 0 9.1 SW APPLEDALE RD STREET & STORM PLAN & PROFILE SW APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW APPLEDALE RD - PLAN SCALE: 1" = 20' SW A P P L E D A L E R D SE E S H E E T 9. 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW APPLEDALE RD PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE SW APPLEDALE RD" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. SAWCUT - UTILITY TRENCHING, MATCH EXISTING PAVEMENT SECTION. 1 2 INLET DATA: 3A INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1G 3B 3 6 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 9 ) S T - A P P L E D A L E . d w g - S H E E T : 9. 1 Se p . 1 0 , 1 8 - 12 : 2 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 26 2 . 0 0 26 5 . 2 1 26 8 . 5 5 268.79 0.0158 0.0131 14+00 15+00 16+00 17+00 18+00 1 0 + 0 0 TRACT D S W 1 6 9 T H A V E 1+02 2 + 0 0 S D SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W SS SD W W W W W SS P G E 6 4 4 SDMH 2A SDLN-2 TRACT D TRACT A SDCI 2B.1 SDCI 2B.2 S D (TYP) 1G 1 1 2 7 8 SW APPLEDALE RD FUTURE SW APPLEDALE RD TEMPORARY STORM EASEMENT INTERIM WQ/DETENTION POND REFER TO SHT. 30 S D S D S D S D S S S S S S S S S S S S S S 2 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 13+50 14+00 15+00 16+00 17+00 18+00 SD M H 2 A ST A = 1 4 + 3 1 . 5 2 , 3 . 0 0 ' R (A P P L E D A L E ) 12 " I E I N = 2 8 0 . 0 0 ( N ) 18 " I E O U T = 2 7 8 . 5 2 ( E ) ST A = 1 + 0 2 . 5 2 ( S D L N - 1 8 ) RI M = 2 8 7 . 0 5 SU M P = 2 7 3 . 5 2 -1.93% -4.28% LOW PT STA: 18+44.42 LOW PT ELEV: 274.89 PVI STA:18+08.37 PVI ELEV:274.65 K:19.40 LVC:94.08 BV C S : 1 7 + 6 1 . 3 3 BV C E : 2 7 6 . 6 7 PVI STA: 13+52.46 PVI ELEV: 288.70 K: 20.00 LVC: 183.85 BV C S : 1 2 + 6 0 . 5 3 BV C E : 2 8 2 . 0 2 EV C S : 1 4 + 4 4 . 3 8 EV C E : 2 8 6 . 9 3 HIGH PT. STA: 14+05.88 HIGH PT ELEV: 287.30 PVI STA: 15+84.85 PVI ELEV: 284.23 K: 30.00 LVC: 70.73 BV C S : 1 5 + 4 9 . 4 8 BV C E : 2 8 4 . 9 1 EV C S : 1 6 + 2 0 . 2 1 EV C E : 2 8 2 . 7 1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" WT/18" SD 3.34' CLR 75.80 LF 18" ( P V C A S T M F 6 7 9 ) @ S=0.0596 CLASS 'B' GRANULAR BEDDING & BACKFILL INTERIM WQ/DETENTION POND SEE SHEET 30 EN D S T R E E T C O N S T R U C T I O N ST A = 1 4 + 6 7 . 8 1 EL E V = 2 8 4 . 1 0 FINISH GRADE @ FUTURE STREET CENTERLINE 8" DI WATER 28 6 . 7 8 27 8 . 6 4 2.50% TRAVEL 18' SWTRAVEL 18' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - PARKING ON BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 5 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV - 0.03' L STA 14+28.90 TO 14+67.81 1 INCH = 20 FEET 20 10 20 SCALE 0 9.2 SW APPLEDALE RD STREET & STORM PLAN & PROFILE SW APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW APPLEDALE RD - PLAN SCALE: 1" = 20' SW A P P L E D A L E R D SE E S H E E T 9. 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW APPLEDALE RD PER TYPICAL STREET SECTION A, SHEET 9.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE SW APPLEDALE RD" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL RIP-RAP HEADWALL PER DETAIL, SHEET DTL5. PROVIDE CLASS 50 RIP-RAP OUTLET PROTECTION. (10.00' LONG X 5.00' WIDE X 1.5' THICK) STORM NOTES: 1G STREET NOTES: INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. 2 SW 169TH AVE SEE SHEET 11.1 8 7 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 9 ) S T - A P P L E D A L E . d w g - S H E E T : 9. 2 Se p . 1 0 , 1 8 - 12 : 2 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 250 260 270 280 290 300 310 320 250 260 270 280 290 300 310 320 18+50 19+00 20+00 21+00 21+50 FINISH GRADE @ BIRDSONG ST CENTERLINE EXISTING GRADE @ BIRDSONG ST CENTERLINE 142.33 LF 24" (C-905) @ S=0.0050 SD M H 1 A ST A = 1 9 + 2 0 . 5 9 , 2 . 5 6 ' L (R I V E R T E R R A C E ) 24 " I E I N = 2 7 4 . 8 8 ( N ) 24 " I E O U T = 2 7 4 . 6 8 ( W ) ST A = 2 + 0 9 . 6 4 ( S D L N - 1 ) RI M = 2 8 0 . 4 5 SU M P = 2 7 0 . 1 8 SD M H 1 C ST A = 2 1 + 2 4 . 8 1 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 24 " I E I N = 2 8 8 . 2 0 ( N ) 10 " I E I N = 2 8 9 . 1 7 ( W ) 10 " I E I N = 2 8 9 . 1 7 ( E ) 24 " I E O U T = 2 8 8 . 0 0 ( S ) ST A = 4 + 1 3 . 5 6 ( S D L N - 1 ) RI M = 2 9 5 . 7 4 BE G I N C O N S T R U C T I O N ST A = 2 1 + 2 7 . 9 5 ( R I V E R T E R R A C E ) EL E V = 2 9 6 . 5 5 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 B ST A = 2 0 + 6 3 . 1 9 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 18 " I E I N = 2 7 6 . 1 0 ( E ) 24 " I E I N = 2 8 3 . 0 0 ( N ) 12 " I E I N = 2 8 2 . 0 0 ( W ) 24 " I E O U T = 2 7 5 . 5 9 ( S ) ST A = 3 + 5 1 . 9 7 ( S D L N - 1 ) RI M = 2 8 8 . 7 3 (I N S I D E D R O P ) (I N S I D E D R O P ) FU T U R E I N T E R S E C T I O N ST A = 2 0 + 6 6 . 2 2 ( R I V E R T E R R A C E ) ST A = 1 5 + 5 7 . 2 5 ( B I R D S O N G S T ) EL E V = 2 9 1 . 1 6 8.73% PVI STA: 19+25.90 PVI ELEV: 278.91 K: 25.00 LVC: 137.34 BV C S : 1 8 + 5 7 . 2 3 BV C E : 2 7 6 . 6 9 EV C S : 1 9 + 9 4 . 5 7 EV C E : 2 8 4 . 9 1 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE FUTURE STREET FINISH GRADE @ STREET CENTERLINE 61.59 LF 24" ( P V C A S T M F 6 7 9 ) @ S=0.0812 8" WT/24" SD 7.64' CLR 12" WT/10" SD 0.87' CLR 8" WT/10" SD 2.13' CLR 12 " I E O U T = 2 7 2 . 4 0 ( W ) 0.0047 27 8 . 6 7 27 1 . 8 5 27 1 . 6 7 ( S ) 139.53 24 " 28 9 . 5 3 27 2 . 7 5 28 1 . 6 3 28 1 . 8 7 27 2 . 5 1 0.0841 64.36 29 6 . 0 8 28 7 . 4 0 28 8 . 3 1 28 8 . 0 2 28 7 . 0 4 19+00 20+00 21+00 15 + 0 0 16 + 0 0 94113 2 + 0 0 3+00 4+00 1+001+00 SD SD SD S D S D S D S D S D S D S D S D SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS W W W W W W W W W S S S S PGE 644 W W W W S D S D S D SDMH 1C SDCI 1C.1 SDCI 1C.2 SDCB 4A.2 SDCB 4A.1 SDMH 4A SDMH 1B SDMH 1A 1 1C 1G 3A 3B SW RIVER TERRACE BOULEVARD SDLN-1 8.00' PUE CL STA: 21+27.95 (RIVER TERRACE) BEGIN CONSTRUCTION ROAD IMPROVEMENTS SOUTH OF THIS POINT UNDER SEPARATE PERMIT TEMPORARY STORM DRAINAGE EASEMENT 15.00' TEMPORARY SANITARY SEWER EASEMENT INTERIM WATER QUALITY DETENTION POND REFER TO SHT. 30 8.00' PUE FUTURE SW RIVER T E R R A C E B O U L E V A R D SDLN-1 SD L N - 4 SD L N - 3 7 S D S D SDCI 1C.1 21+27.95, 19.50' L (RIVER TERRACE) RIM/TC = 296.58 10" IE OUT = 291.00 17.29 LF (PVC) @S=0.1061 SDCI 1C.2 21+27.95, 19.50' R (RIVER TERRACE) RIM/TC = 296.58 10" IE OUT = 290.50 22.22 LF (PVC) @S=0.0600 2.50% TRAVEL 11' TRAVEL 11' 90' R.O.W. 36' PAVEMENT LC N.T.S. COLLECTOR - NO PARKINGE 2.50% R/W PUE 8' PLANT. 8' SW 6' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX . 0.5' TURN LANE 14' MEDIAN CURB 0.5' CURB 0.5' 0.5' 5:1 MAX. R/W TRAIL 12' TC ELEV = C ELEV - 0.03' L TRAIL CORRIDOR 38.0' (STA: 21+17.55 - 23+06.22) 1 INCH = 20 FEET 20 10 20 SCALE 0 10.1 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE RI V E R T E R R A C E B L V D SE E S H E E T 10 . 2 INLET DATA: 3A 3B SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SDLN-3 SEE SHEET 27.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 3 GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTION E, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE SW RIVER TERRACE BLVD" LARKSPRING LNXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C BIRDSONG ST SEE SHEET 18.2 STREET NOTES: CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS.7 1G Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 0 ) S T - R I V E R T E R R A C E B L V D . d w g - S H E E T : 10 . 1 Se p . 1 0 , 1 8 - 12 : 2 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 290.73 0.1400 296.48 290.26 0.1008 296.41 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 21+50 22+00 23+00 24+00 25+00 26+00 26+50 6.90% PVI STA: 27+57.27 PVI ELEV: 341.23 K: 30.00 LVC: 566.93 BV C S : 2 4 + 7 3 . 8 0 BV C E : 3 2 1 . 6 8 PVI STA: 21+97.41 PVI ELEV: 302.62 K: 30.00 LVC: 54.97 BV C S : 2 1 + 6 9 . 9 3 BV C E : 3 0 0 . 2 2 EV C S : 2 2 + 2 4 . 9 0 EV C E : 3 0 4 . 5 1 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE SD M H 1 F ST A = 2 5 + 4 3 . 3 4 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 18 " I E I N = 3 1 7 . 2 0 ( N ) 12 " I E I N = 3 1 8 . 6 3 ( W ) 18 " I E O U T = 3 1 7 . 0 0 ( S ) ST A = 8 + 3 2 . 0 3 ( S D L N - 1 ) RI M = 3 2 5 . 5 9 SD M H 1 D ST A = 2 3 + 0 9 . 2 2 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 18 " I E I N = 3 0 2 . 0 0 ( N ) 12 " I E I N = 3 0 2 . 5 0 ( W ) 24 " I E O U T = 3 0 1 . 5 0 ( S ) ST A = 5 + 9 7 . 9 7 ( S D L N - 1 ) RI M = 3 1 0 . 2 7 SD M H 1 G ST A = 2 6 + 2 1 . 4 8 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 18 " I E I N = 3 1 7 . 8 8 ( N ) 10 " I E I N = 3 2 0 . 0 0 ( E ) 10 " I E I N = 3 2 1 . 0 0 ( S W ) 18 " I E O U T = 3 1 7 . 6 8 ( S ) ST A = 9 + 1 0 . 1 7 ( S D L N - 1 ) RI M = 3 2 8 . 8 4 78.14 LF 18" (PVC ASTM F679) @ S=0.0061 8" WT/18" SD 3.58' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 2 3 + 0 6 . 2 2 ( R I V E R T E R R A C E ) ST A = 1 5 + 5 7 . 2 8 ( S N O W D A L E S T ) EL E V = 3 1 0 . 1 2 IN T E R S E C T I O N ST A = 2 5 + 4 6 . 3 4 ( R I V E R T E R R A C E ) ST A = 1 5 + 6 1 . 7 8 ( S T R E E T E ) EL E V = 3 2 5 . 8 1 12" DI WATER 8" WT/24" SD 1.73' CLR 8" DI WATER 12" DI WATER 8" WT/10" SD 0.58' CLR 8" WT/10" SD 1.83' CLR 185.88 LF 18" (P V C A S T M F 6 7 9 ) @ S=0.0581 184.41 LF 24" ( P V C A S T M F 6 7 9 ) @ S=0.0721 48.18 LF 18" ( P V C A S T M F 6 7 9 ) @ S=0.0830 SD M H 1 E ST A = 2 3 + 5 7 . 3 8 , 2 . 5 3 ' L (R I V E R T E R R A C E ) 18 " I E I N = 3 0 6 . 2 0 ( N ) 10 " I E I N = 3 0 6 . 6 7 ( W ) 10 " I E I N = 3 0 6 . 6 7 ( E ) 18 " I E O U T = 3 0 6 . 0 0 ( S ) ST A = 6 + 4 6 . 1 5 ( S D L N - 1 ) RI M = 3 1 3 . 5 9 0.0751 0.0778 30 1 . 6 6 30 2 . 2 7 30 1 . 2 5 31 3 . 3 0 30 5 . 8 0 30 6 . 1 2 30 6 . 1 2 30 5 . 4 1 31 6 . 8 5 31 8 . 2 5 31 6 . 6 4 0.0077 32 7 . 9 4 31 7 . 6 4 31 9 . 5 9 32 0 . 5 1 31 7 . 4 5 SW RIVER TERRACE BOULEVARD 22+00 23+00 24+00 25+00 26+00 15 + 0 0 16 + 0 0 15 + 0 0 93 54 5+00 6+00 7+00 8+00 9+001 + 0 0 1 + 0 0 S D S D S D S D S D S D S D S D S D S D S D SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 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 S S S S S S S S PGE 644 PGE 644 PGE 644 PGE 644 PGE 644 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 PGE 660 3D 74 73 SDMH 1F SDCI 6A.1 SDCI 6A.2 SDMH 1D SDCI 5A.2 SDCI 5A.1 1 1 11 1 1A 1A 1 11 1 1 1 11 1 22 S D S D S D SD S D S D S D S D 3C SDMH 1G SDCI 1G.1 SDCI 1G.2 1 SDMH 6A8.00' PUE 8.00' PUE 8.00' PUE SDLN-1 SDMH 5A S D SD 13A 3B S C S D S D S D S D S D S D S D SDCI 1E.2 SDMH 1E SDCI 1E.1 S D S D S D SDCI 1E.1 23+56.69, 26.17' L (RIVER TERRACE) RIM/TC = 313.43 10" IE OUT = 307.93 23.65 LF (PVC) @S=0.0534 SDCI 1E.2 23+52.12, 25.25' R (RIVER TERRACE) RIM/TC = 312.52 10" IE OUT = 307.70 28.25 LF (PVC) @S=0.0366 SDCI 1G.1 26+08.80, 25.81' L (RIVER TERRACE) RIM/TC = 327.89 10" IE OUT = 323.06 26.54 LF (PVC) @S=0.0776 SDCI 1G.2 26+18.83, 25.35' R (RIVER TERRACE) RIM/TC = 328.11 10" IE OUT = 323.28 27.98 LF (PVC) @S=0.1172 2.50% TRAVEL 11' TRAVEL 11' 90' R.O.W. 36' PAVEMENT LC N.T.S. COLLECTOR - NO PARKINGE 2.50% R/W PUE 8' PLANT. 8' SW 6' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX . 0.5' TURN LANE 14' MEDIAN CURB 0.5' CURB 0.5' 0.5' 5:1 MAX. R/W TRAIL 12' TC ELEV = C ELEV - 0.03' L TRAIL CORRIDOR 38.0' (STA: 21+17.55 - 23+06.22) 2.50% TRAVEL 11' TRAVEL 11' 111' R.O.W. 52' PAVEMENT LC R/W N.T.S. COLLECTOR - PARKING ON BOTH SIDESD 2.50% R/W PUE 8' PLANT. 8' SW 6' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX . 0.5' TURN LANE 14' MEDIAN CURB 0.5' CURB 0.5' SW 5' PARKING 8' PARKING 8' 0.5' 5:1 MAX. 12' MULTI-MODAL TRAIL ROUTED THROUGH ADJACENT PARK TC ELEV = C ELEV - 0.23' L 38' TRAIL CORRIDOR (STA: 23+06.22 - 27+90.34) 1 INCH = 20 FEET 20 10 20 SCALE 0 10.2 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE RI V E R T E R R A C E B L V D SE E S H E E T 10 . 3 RI V E R T E R R A C E B L V D SE E S H E E T 10 . 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTIONS D AND E, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 3C 3D SNOWDALE ST SEE SHEET 17.3 SNOWDALE ST SEE SHEET 17.2 LARKSPRING LN SEE SHEET 16.2 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL 12' WIDE ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1 INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1 2 3A 3B 1A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 0 ) S T - R I V E R T E R R A C E B L V D . d w g - S H E E T : 10 . 2 Se p . 1 0 , 1 8 - 12 : 2 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020308.37 0.0951 0.0450 307.39 313.21 0.2743 327.79 0.0965 322.29 327.96 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 26+50 27+00 28+00 29+00 30+00 31+00 31+46 -12.00 % -3.90% -3.20% PVI STA = 31+03.54 ELEV = 301.82 PV I S T A = 3 1 + 2 9 . 8 0 EL E V = 3 0 0 . 9 8 PVI STA: 30+77.15 PVI ELEV: 302.85 K: 6.00 LVC: 48.62 BV C S : 3 0 + 5 2 . 8 4 BV C E : 3 0 5 . 7 6 EV C S : 3 1 + 0 1 . 4 6 EV C E : 3 0 1 . 9 0 PVI STA: 27+57.27 PVI ELEV: 341.23 K: 30.00 LVC: 566.93 EV C S : 3 0 + 4 0 . 7 3 EV C E : 3 0 7 . 2 2 HIGH PT. STA: 26+80.73 HIGH PT ELEV: 328.82 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE SD M H 1 I ST A = 2 7 + 8 7 . 3 4 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 12 " I E I N = 3 1 9 . 6 7 ( W ) 12 " I E I N = 3 1 9 . 6 7 ( E ) 18 " I E O U T = 3 1 9 . 1 7 ( S ) ST A = 1 0 + 7 6 . 0 3 ( S D L N - 1 ) RI M = 3 2 6 . 8 4 102.75 LF 18" (PVC ASTM F679) @ S=0.0061 SD M H 1 H ST A = 2 7 + 2 4 . 2 3 , 2 . 5 0 ' L (R I V E R T E R R A C E ) 10 " I E I N = 3 2 2 . 5 0 ( W ) 10 " I E I N = 3 2 1 . 0 0 ( E ) 18 " I E I N = 3 1 8 . 7 0 ( N ) 18 " I E O U T = 3 1 8 . 5 0 ( S ) ST A = 1 0 + 1 2 . 9 2 ( S D L N - 1 ) RI M = 3 2 9 . 1 1 63.11 LF 18" (PVC ASTM F679) @ S=0.0074 8" WT/18" SD 3.00' CLR 8" WT/18" SD 2.79' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 2 7 + 9 0 . 3 4 ( R I V E R T E R R A C E ) ST A = 1 6 + 6 7 . 7 8 ( W O O D G R O V E S T ) EL E V = 3 2 6 . 8 2 EN D C O N S T R U C T I O N ST A = 3 1 + 1 3 . 5 9 ( R I V E R T E R R A C E ) EL E V = 3 0 1 . 5 5 8" DI WATER 12" DI WATER 12" WT/10"SD 0.80' CLR 8" WT/10" SD 1.86' CLR 8" WT/12" SD 2.14' CLR 32 7 . 9 0 32 2 . 3 0 32 0 . 7 8 32 6 . 7 4 31 9 . 5 6 31 9 . 5 1 31 9 . 0 6 0.0084 0.0057 17 + 0 0 31+47 27+00 28+00 29+00 30+00 31+00 178 17553179176177 4 + 0 0 10+00 1 1 + 0 0 S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S 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 SS PGE 644 PGE 644 SS W W W W W W W W W P G E 6 6 0 PGE 660 S D S D SDCI 1J.2SDCI 1J.1 SDMH 1I SDCI 11B SDCI 11I.1 4 1 3C 1111 1 1A 1 1A 2S D S D S D S D 3B 3A1 SW RIVER TERRACE BOULEVARD SDLN-1 8.00' PUE 8.00' PUE SD L N - 1 1 1 1 CL STA: 31+13.59 (RIVER TERRACE) END CONSTRUCTION S W S C H O L L S F E R R Y R O A D REFER TO RD SHEETS FOR SCHOLLS FERRY FRONTAGE IMPROVEMENTS SANITARY AND STORM EASEMENT, (VAR.) 17 SDCI 1H.2 SDMH 1H SDCI 1H.1 SDMH 1J S D 2.50% TRAVEL 14' TRAVEL 14' 110' R.O.W. 42' PAVEMENT LC N.T.S. COLLECTOR - NO PARKINGC TRAIL CORRIDOR 50.5' 2.50% R/W PUE 8' PLANT. 10' SW 6' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX . 0.5' TURN LANE 14' MEDIAN CURB 0.5' CURB 0.5' 5:1 MAX. R/W TC ELEV = C ELEV - 0.05' L TO FACE OF CURB 20.5' LC TO FACE OF CURB 21.5' LC TC ELEV = C ELEV - 0.08' L TRAIL 12' (STA: 27+90.34 - 31+13.59) 2.50% TRAVEL 11' TRAVEL 11' 111' R.O.W. 52' PAVEMENT LC R/W N.T.S. COLLECTOR - PARKING ON BOTH SIDESD 2.50% R/W PUE 8' PLANT. 8' SW 6' 2 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX . 0.5' TURN LANE 14' MEDIAN CURB 0.5' CURB 0.5' SW 5' PARKING 8' PARKING 8' 0.5' 5:1 MAX. 12' MULTI-MODAL TRAIL ROUTED THROUGH ADJACENT PARK TC ELEV = C ELEV - 0.23' L 38' TRAIL CORRIDOR (STA: 23+06.22 - 27+90.34) SDCI 1H.1 27+23.05, 26.50' L (RIVER TERRACE) RIM/TC = 328.42 10" IE OUT = 323.59 24.02 LF (PVC) @S=0.0454 SDCI 1H.2 27+26.51, 26.50' R (RIVER TERRACE) RIM/TC = 328.37 10" IE OUT = 323.50 29.08 LF (PVC) @S=0.0860 SDCI 11B 30+56.34, 23.00' L (RIVER TERRACE) RIM/TC = 305.30 12 IE IN = 297.75 119.27 LF (PVC) @S=0.0852 12" IE OUT = 297.55 52.59 LF (PVC) @S=0.0050 SDCI 11I.1 30+70.99, 22.00' R (RIVER TERRACE) RIM/TC = 303.82 10" IE OUT = 299.03 15.24 LF (PVC) @S=0.1148 1 INCH = 20 FEET 20 10 20 SCALE 0 10.3 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' WOODGROVE ST SEE SHEET 15.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL 12" X 10" TEE STA: 3+38.16 (SDLN-11) STORM NOTES: 1 3 GENERAL NOTES: 1.CONSTRUCT SW RIVER TERRACE BLVD PER TYPICAL STREET SECTION C AND D, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. RI V E R T E R R A C E B L V D SE E S H E E T 10 . 2 SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 15.3 INLET DATA: 3A 3B 4 3C STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL 12' WIDE ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1 INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1 2 1A 4 17 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 0 ) S T - R I V E R T E R R A C E B L V D . d w g - S H E E T : 10 . 3 Se p . 1 0 , 1 8 - 12 : 2 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 323.56 328.24 322.80 328.22 297.85 305.68 116.86 55.21 299.20 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 9+90 10+00 11+00 12+00 12+75 -2.50% -1.66% 10.67% PVI STA:12+16.00 PVI ELEV:302.16 K:12.00 LVC:68.06 BV C S : 1 1 + 8 1 . 9 7 BV C E : 2 9 8 . 5 2 EV C S : 1 2 + 5 0 . 0 3 EV C E : 3 0 3 . 8 6 PVI STA: 10+64.70 PVI ELEV: 286.00 K: 8.26 LVC: 101.86 BV C S : 1 0 + 1 3 . 7 7 BV C E : 2 8 6 . 8 5 EV C S : 1 1 + 1 5 . 6 3 EV C E : 2 9 1 . 4 4 LOW PT. STA: 10+27.48 LOW PT ELEV: 286.74 SD M H 2 B ST A = 1 0 + 4 0 . 6 9 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 2 8 1 . 4 0 ( N ) 10 " I E I N = 2 8 1 . 4 0 ( W ) 10 " I E I N = 2 8 1 . 4 0 ( E ) 12 " I E O U T = 2 8 1 . 2 0 ( S ) ST A = 2 + 2 2 . 6 2 ( S D L N - 2 ) RI M = 2 8 6 . 7 9 SD M H 2 C ST A = 1 0 + 7 8 . 8 9 , 1 . 6 2 ' R (1 6 9 T H ) 12 " I E I N = 2 8 3 . 2 0 ( N ) 12 " I E O U T = 2 8 3 . 0 0 ( S ) ST A = 2 + 6 0 . 5 5 ( S D L N - 2 ) RI M = 2 8 8 . 3 0 IN T E R S E C T I O N ST A = 9 + 9 9 . 0 6 ( 1 6 9 T H ) ST A = 1 4 + 2 8 . 9 0 ( A P P L E D A L E ) EL E V = 2 8 7 . 1 7 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 2 + 6 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( B I R D S O N G ) EL E V = 3 0 4 . 5 1 8" WT 0.58' CLR 8" DI WAT E R 226.50 LF 12" (PVC) @ S=0.0777 37.93 LF 12" (PVC) @ S=0.042244.53 LF 12" (PVC) @ S=0.0269 SD M H 2 A ST A = 9 + 9 6 . 1 6 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 2 8 0 . 0 0 ( N ) 18 " I E O U T = 2 7 8 . 5 2 ( E ) ST A = 1 + 7 8 . 0 9 ( S D L N - 2 ) RI M = 2 8 7 . 0 5 ST A = 1 + 0 2 . 5 2 ( S D L N - 1 8 ) SU M P = 2 7 3 . 5 2 4.00' PIPE COVER 28 3 . 0 7 0.0440 28 2 . 8 5 28 6 . 7 8 27 8 . 6 4 28 1 . 1 8 28 1 . 2 2 28 1 . 1 6 28 1 . 0 7 0.0240 0.0759 1 4 + 0 0 10+00 11+00 12+00 10 + 0 0 169TH AV E 2+00 3+00 4+00 S D S D S D S D S D S D S D S D S D S D S S S S S S 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 S D S S S S S S S D S S S S S S S S S S S S S S S D W W S S S S PGE 644 P G E 6 4 4 SDMH 2A S D L N - 2 S D SDMH 2B SDCI 2B.2 SDCI 2B.1 SDMH 2C SDCI 4C.2 1 1G 3A 1 3B 1 2 6.00' PUE, TYP. 6.00' PUE, TYP. 3 BI R D S O N G S T A P P L E D A L E R D 2 2 23 2 2 (TYP) (TYP)(TYP) SDLN-2 S D L N - 1 8 9274 11 12 TRACT A 106513 104 8 #06D103 2.50% TRAVEL 18' SWTRAVEL 18' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - PARKING ON BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 5 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV - 0.03' L SDCI 2B.1 10+42.85, 19.50' R (169TH) RIM/TC = 286.93 10" IE OUT = 281.85 16.64 LF (PVC) @S=0.0270 SDCI 2B.2 10+41.65, 19.50' L (169TH) RIM/TC = 286.90 10" IE OUT = 281.82 22.52 LF (PVC) @S=0.0186 1 INCH = 20 FEET 20 10 20 SCALE 0 11.1 169TH AVE STREET & STORM PLAN & PROFILE 16 9 T H A V E SE E S H E E T 11 . 2 AP P L E D A L E R D SE E S H E E T 9 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' BIRDSONG ST SEE SHEET 18.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 1 2+45.75 SDLN-2 39.90 0.0200 283.42 D3034 5 3+12.14 SDLN-2 40.00 0.0200 288.26 D3034 9 3+92.81 SDLN-2 40.00 0.0516 295.79 D3034 GENERAL NOTES: 1.CONSTRUCT 169TH AVE AVE PER TYPICAL STREET SECTION A, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 1 10+65.57, 18.00' LT 12.00 2 10+80.04, 18.00' LT 8.00 3 10+93.62, 18.00' LT 8.00 4 11+08.89, 18.00' LT 12.00 5 11+42.83, 18.00' LT 12.00 6 11+58.83, 18.00' LT 8.00 7 11+75.50, 18.00' LT 8.00 8 11+91.50, 18.00' LT 12.00 9 12+21.50, 18.00' LT 12.00 10 12+37.50, 18.00' LT 8.00 11 12+54.17, 18.00' LT 8.00 12 12+69.50, 18.00' LT 8.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 1G Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 1 ) S T - 1 6 9 T H . d w g - S H E E T : 11 . 1 Se p . 1 0 , 1 8 - 12 : 2 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 2+47.0 0.0465 284.441.1 282.28 0.0637 286.80 282.84 0.0746 0.0748 290.340.6 3+91.5 0.0750 296.340.2 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 12+75 13+00 14+00 15+00 16+00 16+25 5.00% 5.00% 10.21% PVI STA: 15+78.08 PVI ELEV: 325.25 K: 13.40 LVC: 71.39 BV C S : 1 5 + 4 2 . 3 9 BV C E : 3 2 3 . 4 7 EV C S : 1 6 + 1 3 . 7 8 EV C E : 3 2 8 . 9 4 PVI STA: 13+37.55 PVI ELEV: 308.24 K: 13.40 LVC: 69.77 BV C S : 1 3 + 0 2 . 6 7 BV C E : 3 0 6 . 4 9 EV C S : 1 3 + 7 2 . 4 4 EV C E : 3 1 1 . 8 0 PVI STA: 14+33.18 PVI ELEV: 318.00 K: 12.00 LVC: 62.47 BV C S : 1 4 + 0 1 . 9 5 BV C E : 3 1 4 . 8 1 EV C S : 1 4 + 6 4 . 4 2 EV C E : 3 1 9 . 5 6 228.31 LF 12" (PVC) @ S=0.0701 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SD M H 2 D ST A = 1 3 + 0 5 . 6 6 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 3 0 1 . 0 0 ( N ) 10 " I E I N = 3 0 1 . 7 6 ( W ) 10 " I E I N = 3 0 1 . 0 0 ( E ) 12 " I E O U T = 3 0 0 . 8 0 ( S ) ST A = 4 + 8 7 . 0 5 ( S D L N - 2 ) RI M = 3 0 6 . 5 9 SD M H 2 E ST A = 1 5 + 3 3 . 9 7 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 3 1 7 . 2 0 ( N ) 10 " I E I N = 3 1 7 . 2 0 ( W ) 10 " I E I N = 3 1 7 . 2 0 ( N E ) 12 " I E O U T = 3 1 7 . 0 0 ( S ) ST A = 7 + 1 5 . 3 6 ( S D L N - 2 ) RI M = 3 2 2 . 9 7 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 5 + 0 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( S N O W D A L E ) EL E V = 3 2 1 . 5 0 206.12 LF 12" (PVC) @ S=0.0548 8" WT/10" SD 1.03' CLR 8" DI WATER 8" WT/10" SD 1.36' CLR 8" DI WATER 8" WT/12" SD 1.13' CLR 4.46' PIPE COVER 5.11' PIPE COVER 30 0 . 6 7 30 0 . 5 5 30 0 . 5 6 30 0 . 2 6 30 6 . 4 5 31 6 . 7 8 31 6 . 5 8 31 6 . 5 4 31 6 . 3 6 0.0687 0.0474 13+00 14+00 15+00 16+00 10 + 0 0 5+00 6+00 7+00 8+00 S D S D S D S D S D S D S D S D S D S D S D S D S D S D 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 S S S S S S S S S S S S S D S S S S S S S S S S S S S S S S S S S S W W W S S P G E 2 3 3 P G E 2 3 3 PGE 644 PGE 644 PGE 644 S D SDMH 2D SDCI 2D.1 SDCI 2D.2 SDCI 2E.2 SDMH 2E SDCI 2E.1 SDCI 5C.1 SDCI 5C.2 SDCI 4C.1 1 33 2 SN O W D A L E S T 6.00' PUE, TYP. 6.00' PUE, TYP. 1 3A 3B 1 3C 169TH AVE 2 3D (TYP) (TYP)(TYP) SDLN-2 15 18 21 84 16 22171320 26 2519 27 103 TRACT B 2423 14 83 SDCI 2D.1 13+07.59, 19.50' R (169TH) RIM/TC = 306.80 10" IE OUT = 301.40 16.61 LF (PVC) @S=0.0241 SDCI 2D.2 13+06.34, 19.50' L (169TH) RIM/TC = 306.73 6 IE IN = 302.70 17.52 LF (PVC) @S=0.0200 10" IE OUT = 302.33 22.51 LF (PVC) @S=0.0253 SDCI 2E.1 15+44.09, 19.50' R (169TH) RIM/TC = 323.58 10" IE OUT = 317.70 19.36 LF (PVC) @S=0.0258 SDCI 2E.2 15+34.09, 19.50' L (169TH) RIM/TC = 323.08 6 IE IN = 318.00 17.53 LF (PVC) @S=0.0587 10" IE OUT = 317.67 22.50 LF (PVC) @S=0.0209 1 INCH = 20 FEET 20 10 20 SCALE 0 11.2 169TH AVE STREET & STORM PLAN & PROFILE 16 9 T H A V E SE E S H E E T 11 . 3 16 9 T H A V E SE E S H E E T 11 . 1 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SNOWDALE ST SEE SHEET 17.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT 169TH AVE AVE PER TYPICAL STREET SECTION A, SHEET 11.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 14 SDCI 2D.2 17.52 0.0200 303.05 D3034 19 5+80.81 SDLN-2 40.00 0.0320 309.10 D3034 23 SDCI 2E.2 17.53 0.0587 319.03 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 13 12+85.50, 18.00' LT 12.00 14 13+15.50, 18.00' LT 12.00 15 13+31.50, 18.00' LT 8.00 16 13+46.83, 18.00' LT 8.00 17 13+63.50, 18.00' LT 8.00 18 13+80.44, 18.00' LT 12.00 19 14+09.50, 18.00' LT 12.00 20 14+25.50, 18.00' LT 8.00 21 14+42.17, 18.00' LT 8.00 22 14+58.17, 18.00' LT 12.00 23 15+48.17, 18.00' LT 12.00 24 15+64.17, 18.00' LT 8.00 25 15+80.83, 18.00' LT 8.00 26 15+94.83, 18.00' LT 8.00 27 16+11.50, 18.00' LT 8.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 3C 3D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 1 ) S T - 1 6 9 T H . d w g - S H E E T : 11 . 2 Se p . 1 0 , 1 8 - 12 : 2 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0596 309.840.6 301.92 301.21 306.54 0.0289 318.99 318.33 0.0796 301.56 0.0608 319.13 0.1317 0.0339 319.617.4 295 300 310 320 330 340 350 360 370 295 300 310 320 330 340 350 360 370 16+25 17+00 18+00 19+00 20+00 5.00% 10.33% -2.39% 1.90% PVI STA: 19+45.40 PVI ELEV: 339.47 K: 12.36 LVC: 52.99 BV C S : 1 9 + 1 8 . 9 1 BV C E : 3 4 0 . 1 0 EV C S : 1 9 + 7 1 . 9 0 EV C E : 3 3 9 . 9 8 LOW PT. STA: 19+48.42 LOW PT ELEV: 339.75 PVI STA: 18+21.61 PVI ELEV: 342.43 K: 12.96 LVC: 95.83 BV C S : 1 7 + 7 3 . 6 9 BV C E : 3 4 0 . 0 3 EV C S : 1 8 + 6 9 . 5 2 EV C E : 3 4 1 . 2 8 HIGH PT. STA: 18+38.56 HIGH PT ELEV: 341.65 PVI STA: 16+71.75 PVI ELEV: 334.93 K: 12.00 LVC: 63.94 BV C S : 1 6 + 3 9 . 7 8 BV C E : 3 3 1 . 6 3 EV C S : 1 7 + 0 3 . 7 2 EV C E : 3 3 6 . 5 3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 206.12 LF 12" (PV C ) @ S=0.0548 199.38 LF 12" (PVC) @ S=0.0050 44.62 LF 12" (PVC) @ S=0.0050 SD M H 2 F ST A = 1 7 + 4 0 . 0 9 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 3 2 8 . 7 0 ( N ) 10 " I E I N = 3 3 2 . 0 0 ( W ) 10 " I E I N = 3 3 2 . 0 0 ( N ) 12 " I E O U T = 3 2 8 . 5 0 ( S ) ST A = 9 + 2 1 . 4 8 ( S D L N - 2 ) RI M = 3 3 8 . 2 7 SD M H 2 G ST A = 1 9 + 3 9 . 4 6 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 3 2 9 . 9 0 ( N ) 10 " I E I N = 3 3 3 . 0 0 ( W ) 10 " I E I N = 3 3 3 . 0 0 ( S E ) 12 " I E O U T = 3 2 9 . 7 0 ( S ) ST A = 1 1 + 2 0 . 8 6 ( S D L N - 2 ) RI M = 3 3 9 . 7 4 SD M H 2 H ST A = 1 9 + 8 4 . 0 9 , 3 . 0 0 ' R (1 6 9 T H ) 12 " I E I N = 3 3 0 . 3 2 ( W ) 12 " I E I N = 3 3 3 . 2 0 ( E ) 6" I E I N = 3 3 3 . 0 0 ( N ) 12 " I E O U T = 3 3 0 . 1 2 ( S ) ST A = 1 1 + 6 5 . 4 8 ( S D L N - 2 ) RI M = 3 4 0 . 3 0 IN T E R S E C T I O N ST A = 1 9 + 8 7 . 1 7 ( 1 6 9 T H A V E ) ST A = 1 1 + 0 6 . 0 0 ( W O O D G R O V E ) EL E V = 3 4 0 . 2 6 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 7 + 4 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( L A R K S P R I N G ) EL E V = 3 3 8 . 5 0 8" WT/12" SD 5.28' CLR 8" DI WATER 8" DI WATER 8" WT/ 10" SD 1.19' CLR 8" WT/10" SD 1.18' CLR 0.0474 32 6 . 7 1 32 9 . 9 6 32 9 . 6 5 32 6 . 5 6 0.0097 32 8 . 9 3 33 1 . 7 7 33 1 . 7 9 32 8 . 6 4 33 9 . 9 9 0.0195 33 0 . 0 2 33 2 . 5 6 33 2 . 6 8 32 9 . 8 0 4" SD L N - 7 SDLN-2 169TH AVE 11 + 0 0 17+00 18+00 19+00 10 + 0 0 9+00 10+00 11+00 1 2 + 0 0 1 + 0 0 S D S D S D S D S D S D S D S D S D SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W S D S S S D S S S D S S S D S S S S S S S S S S S S S S S S S S S S S D S S S S S S S S S S S D P G E 6 4 4 PGE 644 PGE 644 S D S S S D S D S D S D S D S D S D S D S D SD S D S D SDMH 2F SDCI 2F.2 SDCI 2F.1 SDCI 2G.1 SDMH 2G SDCI 2G.2 SDMH 2H SDCI 6C.2 SDCI 6C.1 3 3F 1 1 2 WO O D G R O V E S T LA R K S P R I N G L N 3G 1B3C 1B 3E2 1 2 2 13 6.00' PUE, TYP. 6.00' PUE, TYP. (TYP)(TYP) (TYP)(TYP)(TYP) 63 32 42333029 190 35 38 44 31 41393734 434036 192 191 189 TRACT C28 64 S S SDCI 2F.1 17+40.67, 19.50' L (169TH) RIM/TC = 338.40 10" IE OUT = 332.50 22.51 LF (PVC) @S=0.0222 SDCI 2F.2 17+84.09, 19.50' R (169TH) RIM/TC = 340.52 10" IE OUT = 335.69 46.99 LF (PVC) @S=0.0785 SDCI 2G.1 19+39.34, 19.50' L (169TH) RIM/TC = 339.84 10" IE OUT = 335.01 22.50 LF (PVC) @S=0.0893 SDCI 2G.2 19+11.10, 19.50' R (169TH) RIM/TC = 340.32 10" IE OUT = 335.49 32.81 LF (PVC) @S=0.0759 1 INCH = 20 FEET 20 10 20 SCALE 0 11.3 169TH AVE STREET & STORM PLAN & PROFILE WOODGROVE ST SEE SHEET 15 16 9 T H A V E SE E S H E E T 11 . 2 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET15 LARKSPRING LN SEE SHEET 16.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT 169TH AVE AVE PER TYPICAL STREET SECTION A, SHEET 11.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 29 8+33.81 SDLN-2 40.00 0.0882 327.40 D3034 34 9+42.81 SDLN-2 40.00 0.1226 333.96 D3034 39 10+31.81 SDLN-2 40.00 0.1660 336.14 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 28 16+27.50, 18.00' LT 12.00 29 16+62.50, 18.00' LT 12.00 30 16+78.50, 18.00' LT 8.00 31 16+95.17, 18.00' LT 8.00 32 17+10.50, 18.00' LT 8.00 33 17+26.50, 18.00' LT 12.00 34 17+61.50, 18.00' LT 12.00 35 17+77.50, 18.00' LT 8.00 36 17+94.17, 18.00' LT 8.00 37 18+09.50, 18.00' LT 8.00 38 18+25.50, 18.00' LT 12.00 39 18+60.50, 18.00' LT 12.00 40 18+76.50, 18.00' LT 8.00 41 18+93.17, 18.00' LT 8.00 42 19+08.50, 18.00' LT 8.00 43 19+24.50, 18.00' LT 12.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3E 3C 3F 3G INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 4 1B Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 1 ) S T - 1 6 9 T H . d w g - S H E E T : 11 . 3 Se p . 1 0 , 1 8 - 12 : 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 8+32.0 0.1322 328.040.8 335.69 0.1127 340.54 34.79 333.62 0.1764 334.60 0.1053 340.30 44.07 335.39 0.1600 339.59 9+44.0 0.1365 332.438.2 0.1872 335.439.3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 20+50 21+00 22+00 23+00 24+00 24+25 3.35% 5.00% 11.35% PVI STA: 22+06.52 PVI ELEV: 289.28 K: 20.00 LVC: 33.02 BV C S : 2 1 + 9 0 . 0 1 BV C E : 2 8 8 . 7 2 EV C S : 2 2 + 2 3 . 0 3 EV C E : 2 9 0 . 1 0 PVI STA: 20+43.98 PVI ELEV: 283.83 K: 13.40 LVC: 75.68 EV C S : 2 0 + 8 1 . 8 2 EV C E : 2 8 5 . 1 0 SD M H 3 C ST A = 2 2 + 9 1 . 3 0 , 3 . 0 0 ' L (1 6 5 T H ) 18 " I E I N = 2 8 6 . 3 0 ( N ) 12 " I E I N = 2 8 6 . 5 0 ( W ) 10 " I E I N = 2 8 7 . 4 0 ( S E ) 18 " I E O U T = 2 8 5 . 4 8 ( S W ) ST A = 7 + 0 6 . 3 1 ( S D L N - 3 ) RI M = 2 9 3 . 4 4 SD M H 3 D ST A = 2 3 + 4 1 . 8 7 , 3 . 0 0 ' L (1 6 5 T H ) 18 " I E I N = 2 8 9 . 4 3 ( N ) 10 " I E I N = 2 8 9 . 4 3 ( E ) 10 " I E I N = 2 8 9 . 4 3 ( W ) 18 " I E O U T = 2 8 9 . 2 3 ( S ) ST A = 7 + 5 6 . 8 8 ( S D L N - 3 ) RI M = 2 9 6 . 0 4 EN D C O N S T R U C T I O N ST A = 2 2 + 7 2 . 9 8 ( 1 6 5 T H AV E ) EL E V = 2 9 2 . 6 0 IN T E R S E C T I O N ST A = 2 2 + 9 4 . 3 0 ( 1 6 5 T H AV E ) ST A = 2 0 + 7 9 . 7 8 (S N O W D A L E S T ) EL E V = 2 9 2 . 6 0 50.58 LF 18" (PVC A S T M F 6 7 9 ) @ S=0.0579 187.42 LF 18" ( P V C A S T M F 6 7 9 ) @ S=0.0691 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS 10" SD/8" SS 1.97' CLR 8" WT/10" SD 1.93' CLR 8" WTR/12" SD 3.31' CLR PVI STA: 24+54.92 PVI ELEV: 306.84 K: 12.00 LVC: 76.10 BV C S : 2 4 + 1 6 . 8 7 BV C E : 3 0 2 . 5 2 EV C S : 2 4 + 9 2 . 9 7 EV C E : 3 0 8 . 7 4 PVI STA: 23+73.90 PVI ELEV: 297.65 K: 13.40 LVC: 85.02 BV C S : 2 3 + 3 1 . 3 9 BV C E : 2 9 5 . 5 2 EV C S : 2 4 + 1 6 . 4 1 EV C E : 3 0 2 . 4 7 8" WTR/10" SD 1.29' CLR FINISH GRADE @ STREET CENTERLINE FUTURE FINISH GRADE @ STREET CENTERLINE 8" WTR/12" SD 0.61' CLR 5.18' PIPE COVER 8" DI WAT E R 8" DI WAT E R 29 5 . 8 4 28 9 . 7 2 0.0666 7+ 5 7 . 5 28 9 . 6 8 28 9 . 8 2 28 9 . 4 2 29 2 . 7 5 28 6 . 7 5 28 6 . 0 5 0.0528 21+00 22+00 23+00 24+00 7 + 0 0 8+00 S D S D S D S D S D S D S D S S S S S S S S S S S S S S SS SS W W W W W W W WW W W W W W W S S SD SS SS S S PGE 644 2 165TH AVE S D S D S D FUTURE 165TH AVE EXTENSION SDLN-3 2 (TYP) 1 SDCI 3D.1 SDCI 3D.2 SDMH 3D SDMH 3C 8A.1 SDCI 8A.2 SDMH 8A 1 3A 3B 1 3 6.00' PUE 6.00' PUE SN O W D A L E S T 25.00' TEMPORARY OFFSITE SANITARY AND STORM EASEMENT 7 1 1 + 0 0 (TYP) E X I S T I N G R O W 25.00' 5A SDCB 3C.1 TEMPORARY CG-2 TO BE REMOVED WITH FUTURE STREET CONSTRUCTION S D TRACT F 148147 122 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 3D.1 23+42.68, 15.50' L (165TH) RIM/TC = 296.28 10" IE OUT = 290.95 12.53 LF (PVC) @S=0.1214 SDCI 3D.2 23+42.17, 15.50' R (165TH) RIM/TC = 296.25 6 IE IN = 290.63 17.51 LF (PVC) @S=0.0200 10" IE OUT = 289.80 18.50 LF (PVC) @S=0.0200 SDCB 3C.1 22+74.48, 12.50' R (165TH) RIM = 292.36 10" IE OUT = 287.53 22.87 LF (PVC) @S=0.0057 1 INCH = 20 FEET 20 10 20 SCALE 0 12.1 165TH AVE STREET & STORM PLAN & PROFILE 16 5 T H A V E SE E S H E E T 12 . 2 165TH AVE - PLAN SCALE: 1" = 20' 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SNOWDALE ST SEE SHEET 17.3 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT 165TH AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE 165TH AVE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. 1 2 3 INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-2) PER ODOT DWG NO. RD364, SHEET DTL6. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 147 SDCI 3D.2 17.51 0.0200 290.98 D3034 148 8+27.73 SDLN-3 36.00 0.0597 296.72 D3034 123 (WALL DRAIN) 8+33.68 SDLN-3 32.75 0.1426 295.23 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 147 23+87.72, 14.00' RT 16.00 TRACT F 23+17.72, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 3B 7 5 5A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 2 ) S T - 1 6 5 T H . d w g - S H E E T : 12 . 1 Se p . 1 0 , 1 8 - 12 : 3 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0460 291.317.8 0.0902 296.06 4" IE IN=291.09 296.12 290.524" 290.36 0.0368 NO T C O N S T R U C T E D NOT CONSTRUCTED NOT CONSTRUCTED 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 24+25 25+00 26+00 27+00 28+00 5.00% 2.34% PVI STA: 24+54.92 PVI ELEV: 306.84 K: 12.00 LVC: 76.10 BV C S : 2 4 + 1 6 . 8 7 BV C E : 3 0 2 . 5 2 EV C S : 2 4 + 9 2 . 9 7 EV C E : 3 0 8 . 7 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 187.42 LF 18" ( P V C A S T M F 6 7 9 ) @ S=0.0691 SD M H 3 E ST A = 2 5 + 2 9 . 3 0 , 3 . 0 0 ' L (1 6 5 T H ) 12 " I E I N = 3 0 3 . 0 0 ( N ) 12 " I E I N = 3 0 2 . 8 7 ( W ) 18 " I E O U T = 3 0 2 . 3 7 ( S ) ST A = 9 + 4 4 . 3 1 ( S D L N - 3 ) RI M = 3 1 0 . 4 9 SD M H 3 F ST A = 2 6 + 3 9 . 1 6 , 3 . 0 0 ' L (1 6 5 T H ) 12 " I E I N = 3 0 9 . 0 0 ( N ) 12 " I E I N = 3 0 6 . 7 9 ( E ) 10 " I E I N = 3 0 9 . 0 0 ( S W ) 12 " I E I N = 3 1 0 . 0 0 ( N E ) 12 " I E O U T = 3 0 6 . 5 9 ( S ) ST A = 1 0 + 5 4 . 7 9 ( S D L N - 3 ) RI M = 3 1 5 . 9 8 SD M H 3 G ST A = 2 7 + 5 9 . 3 0 , 3 . 0 0 ' R (1 6 5 T H ) 12 " I E I N = 3 1 2 . 4 0 ( W ) 12 " I E O U T = 3 1 2 . 2 0 ( S ) ST A = 1 1 + 7 4 . 4 6 ( S D L N - 3 ) RI M = 3 1 9 . 4 5 120.29 LF 12" (PVC) @ S=0.0266 109.86 LF 12" (PVC) @ S=0.0327 SD M H 3 F ST A = 2 6 + 3 9 . 1 6 , 3 . 0 0 ' L (1 6 5 T H ) 12 " I E I N = 3 0 9 . 0 0 ( N ) 12 " I E I N = 3 0 6 . 7 9 ( E ) 10 " I E I N = 3 0 9 . 0 0 ( S W ) 12 " I E I N = 3 1 0 . 0 0 ( N E ) 12 " I E O U T = 3 0 6 . 5 9 ( S ) ST A = 1 0 + 5 4 . 7 9 ( S D L N - 3 ) RI M = 3 1 5 . 9 8 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 2 5 + 3 2 . 3 0 ( 1 6 5 T H ) ST A = 1 2 + 5 0 . 0 0 (D E S C H U T E S L N ) EL E V = 3 1 0 . 7 1 IN T E R S E C T I O N ST A = 2 6 + 4 2 . 1 6 ( 1 6 5 T H ) ST A = 1 0 + 0 0 . 0 0 ( L U K E ) EL E V = 3 1 6 . 2 1 IN T E R S E C T I O N ST A = 2 7 + 6 2 . 3 0 ( 1 6 5 T H ) ST A = 2 1 + 8 4 . 4 7 (W O O D G R O V E S T ) EL E V = 3 1 9 . 6 0 8" SS 10" SD/8" SS 3.60' CLR 10" SD/8" SS 2.55' CLR 8" WT/12" SD 1.37' CLR 8" WT/10" SD 4.60' CLR PVI STA: 28+42.40 PVI ELEV: 321.49 K: 12.00 LVC: 172.16 BV C S : 2 7 + 5 6 . 3 2 BV C E : 3 1 9 . 4 8 EV C S : 2 9 + 2 8 . 4 8 EV C E : 3 1 1 . 1 6 HIGH PT. STA: 27+84.38 HIGH PT ELEV: 319.81 PVI STA: 26+64.69 PVI ELEV: 317.34 K: 12.00 LVC: 31.98 BV C S : 2 6 + 4 8 . 7 0 BV C E : 3 1 6 . 5 4 EV C S : 2 6 + 8 0 . 6 8 EV C E : 3 1 7 . 7 1 8" DI WATER 8" DI WATER 9+ 4 5 . 0 30 2 . 2 0 0.0666 0.0299 30 8 . 6 2 10 + 5 5 . 0 30 6 . 6 1 30 8 . 7 4 30 9 . 5 9 30 6 . 2 9 31 9 . 2 4 31 2 . 0 7 31 1 . 8 2 10 + 0 0 12 + 0 0 25+00 26+00 27+00 27+629+00 10+00 11+00 1 2 + 0 0 1 + 0 0 S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S S S S 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 S S S S S S SD SS SD SS SS PGE 644 S S S D S D S D S D SD SD S D S D SD SDMH 3G SDCI 3H.2 SDCI 3H.1 SDMH 3H SDCI 3F.1 SDMH 3F SDCI 3F.2 SDMH 3E SDCI 9A.2 9A.1 SDMH 9A 165TH AVE SDLN-3 2 (TYP)2 3A 3 3B 1B 1A 111 1 2 (TYP) 1 23 SW L U K E L A N E WO O D G R O V E S T DE S C H U T E S L N 1 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE 6 (TYP)(TYP) 6 S D 150 152149151 123 142 148 SDMH 3F PLAN 12" IN N IE: 306.7948" SD 3F RIM: 315.98 305.00 310.00 315.00 SDMH 3F ROLLOUT DETAIL 12" IN N IE: 310.0012" IN E IE: 305.94 12" OUT S IE: 306.59 10" IN SW IE: 309.00 12" IN N IE: 306.79 12" IN N IE: 310.00 12" IN E IE: 306.79 12" OUT S IE: 306.59 10" IN SW IE: 309.00 2.28' 1.61' 1.33' 0.31' 4.63' 0.07' 2.13' SDCI 3F.1 26+82.91, 15.50' R (165TH) RIM/TC = 317.89 6 IE IN = 312.83 17.50 LF (PVC) @S=0.0200 12" IE OUT = 312.00 47.50 LF (PVC) @S=0.0421 SDCI 3F.2 26+13.71, 15.50' L (165TH) RIM/TC = 314.91 10" IE OUT = 310.00 28.35 LF (PVC) @S=0.0353 1 INCH = 20 FEET 20 10 20 SCALE 0 12.2 165TH AVE STREET & STORM PLAN & PROFILE AU T U M N V A L E L N SE E S H E E T 21 16 5 T H A V E SE E S H E E T 12 . 1 165TH AVE - PLAN SCALE: 1" = 20' 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' DESCHUTES LN SEE SHEET 22 WOODGROVE ST SEE SHEET 15.3 LUKE LN SEE SHEET 19 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT 165TH AVE PER TYPICAL STREET SECTION B, SHEET 12.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET DTL2. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 10.5' WIDE THICKENED AND REINFORCED CONCRETE APRON FLUSH WITH ASPHALT. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. 1 2 3 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 149 9+07.16 SDLN-3 36.00 0.0912 303.34 D3034 150 9+67.73 SDLN-3 36.00 0.0657 306.38 D3034 151 SDCI 3F.1 36.00 0.0200 313.18 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 148 24+57.72, 14.00' RT 16.00 149 25+27.72, 14.00' RT 16.00 150 25+67.72, 14.00' RT 16.00 151 27+17.75, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B 6 1B 1A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 2 ) S T - 1 6 5 T H . d w g - S H E E T : 12 . 2 Se p . 1 0 , 1 8 - 12 : 3 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 311.754" 311.53 0.0408 309.59 314.77 0.0300 9+06.0 0.1132 304.137.1 9+65.5 0.0809 306.836.1 0.0791 313.117.5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 18+0019+0020+0021+0021+50 2.50% 7.30% 8.30% 1.50% PV I S T A = 2 1 + 1 5 . 9 9 ST A = 1 5 + 0 6 . 2 7 EL E V = 3 3 3 . 8 4 PV I S T A = 1 9 + 7 6 . 4 1 EL E V = 3 2 6 . 3 6 PV I S T A = 2 0 + 9 7 . 9 6 EL E V = 3 3 3 . 3 9 PVI STA: 18+92.72 PVI ELEV: 320.25 K: 13.40 LVC: 114.94 BV C S : 1 8 + 3 5 . 2 6 BV C E : 3 2 0 . 9 8 EV C S : 1 9 + 5 0 . 1 9 EV C E : 3 2 4 . 4 4 LOW PT. STA: 18+52.35 LOW PT ELEV: 320.87 PVI STA: 20+52.96 PVI ELEV: 332.72 K: 5.00 LVC: 34.02 BV C S : 2 0 + 3 5 . 9 5 BV C E : 3 3 1 . 3 0 EV C S : 2 0 + 6 9 . 9 7 EV C E : 3 3 2 . 9 7 SD M H 1 3 A ST A = 1 9 + 9 2 . 2 7 , 2 . 0 0 ' R (B L O O M F I E L D ) 12 " I E I N = 3 2 1 . 2 7 ( S ) 10 " I E I N = 3 2 1 . 7 1 ( W ) 6" I E I N = 3 2 2 . 0 7 ( E ) 12 " I E O U T = 3 2 1 . 0 7 ( N ) ST A = 2 + 1 2 . 2 8 ( S D L N - 1 3 ) RI M = 3 2 7 . 6 3 SD M H 1 3 B ST A = 2 0 + 5 8 . 1 6 , 2 . 0 0 ' R (B L O O M F I E L D ) 6" I E I N = 3 2 6 . 0 0 ( E ) 12 " I E O U T = 3 2 5 . 0 0 ( N ) ST A = 2 + 7 8 . 1 7 ( S D L N - 1 3 ) RI M = 3 3 2 . 5 1 65.89 LF 12" (P V C ) @ S=0.0566 112.28 LF 12" ( P V C ) @ S=0.0630 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 1 D ST A = 1 8 + 7 9 . 9 9 , 2 . 0 0 ' R (B L O O M F I E L D ) 12 " I E I N = 3 1 2 . 8 1 ( W ) 12 " I E I N = 3 1 4 . 0 0 ( S ) 10 " I E I N = 3 1 5 . 3 7 ( S W ) 12 " I E O U T = 3 1 2 . 6 1 ( N E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 3 ) RI M = 3 2 0 . 9 9 SD M H 1 1 C - F L A T T O P ST A = 1 8 + 4 9 . 1 3 , 1 9 . 2 4 ' L (B L O O M F I E L D ) 12 " I E I N = 3 0 8 . 1 1 ( S W ) 12 " I E O U T = 3 0 7 . 9 1 ( E ) ST A = 5 + 0 3 . 0 6 ( S D L N - 1 1 ) RI M = 3 1 4 . 9 1 37.46 LF 12" (DI) @ S=0.1201 IN T E R S E C T I O N ( B L O O M F I E L D ) ( W O O D G R O V E ) 2-8" DI WATE R 8" SS 10" SD/8" SS 1.83' CLR 8" WT/10" SD 0.73' CLR 8" WT/10" SD 0.86' CLR IN T E R S E C T I O N ST A = 1 9 + 3 1 . 9 9 ( B L O O M F I E L D ) E L E V = 3 2 3 . 2 6 ST A = 1 9 + 3 1 . 9 9 ( L E M O N G R A S S ) E L E V = 3 2 3 . 2 6 10" SD/8" SS 4.77' CLR 32 4 . 8 7 0.0584 32 7 . 4 2 32 1 . 0 2 4" 32 1 . 3 0 32 1 . 7 0 0.1151 32 0 . 4 1 31 2 . 4 2 31 5 . 1 6 31 4 . 4 9 30 7 . 5 4 15 + 0 0 15 + 0 0 19+ 0 0 19+3220+0021+00 178 175 52 207 179 176 50 180 177 51 5 + 0 0 6 + 0 0 1 2 + 0 0 1 3 + 0 0 S D S D S D S D S D SD S D S D S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS S S W W W W W W W W W W W W W W W W W SS S S SD SS SS SD SS SD SS SD SS SS SS SD SS SS PGE 644 W W W W W W W W W W W W W W W W PGE 644 SDLN-13 2 (TYP)3 BLOOMFIELD AVE S D S D S D S D S D S D S D SD 2 (TYP) 1 SDCI 1K.1 SDCI 1K.2 SDMH 1K SDMH 13B SDCB 13A.1 SDMH 13A SDCI 11D.1 SDMH 11D SDCI 11C.1 SDMH 11C 1 1B 3B 1 12 24 WO O D G R O V E S T 3A 1D SD L N - 1 1 6.00' PUE 6.00' PUE 6.00' PUE (TYP) LE M O N G R A S S L N 2+78 1+00 2+00 SD SANITARY AND STORM EASEMENT, (VAR.) S D S D S D S D SS R25.00' R38.00' #06D103 174 173 SDCI 11C.1 18+62.09, 3.73' R (BLOOMFIELD) RIM/TC = 318.66 10" IE OUT = 314.00 11.57 LF (PVC) @S=0.2627 SDCI 11D.1 19+06.64, 26.60' R (BLOOMFIELD) RIM/TC = 321.89 6 IE IN = 317.10 18.31 LF (PVC) @S=0.0732 10" IE OUT = 316.10 36.27 LF (PVC) @S=0.0200 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L 1 INCH = 20 FEET 20 10 20 SCALE 0 13 BLOOMFIELD AVE STREET & STORM PLAN & PROFILE WOODGROVE ST SEE SHEET 15.2 BLOOMFIELD AVE - PLAN SCALE: 1" = 20' BLOOMFIELD AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 15.2 LEMONGRASS LN SEE SHEET 14.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT BLOOMFIELD AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 20+88.30, 14.00' RT (BLOOMFIELD) 1 2 3 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL FLAT TOP MANHOLE PER CWS DWG NO. 050, SHEET DTL4. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 173 4+12.05 SDLN-11 10.20 0.3772 304.10 D3034 174 1+18.96 SDLN-13 35.00 0.0430 316.95 D3034 175 1+47.26 SDLN-13 35.00 0.0207 317.95 D3034 176 1+79.14 SDLN-13 35.00 0.0236 320.06 D3034 177 SDMH 13A 35.02 0.0200 322.77 D3034 178 2+43.12 SDLN-13 35.00 0.0553 325.20 D3034 179 SDMH 13B 35.05 0.0781 328.74 D3034 INLET DATA: 3A 3B 4 1B PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 173 18+76.66, 8.72' LT 16.00 174 20+00.30, 14.00' LT 16.00 175 20+32.30, 14.00' LT 16.00 176 20+64.30, 14.00' LT 16.00 177 20+96.30, 14.00' LT 16.00 178 21+28.30, 14.00' LT 16.00 179 21+50.30, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 1D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 3 ) S T - B L O O M F I E L D . d w g - S H E E T : 13 Se p . 1 0 , 1 8 - 12 : 3 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 4+14.5 0.3379 303.9 313.78 0.2308 320.31 13.54 316.31 320.79 4" 0.0259 1+30.0 0.0996 319.735.9 0.0709 319.835.6 0.0476 321.035.7 0.0758 324.435.4 0.0930 326.435.6 0.0721 328.635.9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 285 290 300 310 320 330 340 350 285 290 300 310 320 330 340 350 11+20 12+00 13+00 14+00 15+00 15+50 4.23% PVI STA: 11+88.34 PVI ELEV: 324.80 K: 13.40 LVC: 83.74 BV C S : 1 1 + 4 6 . 4 7 BV C E : 3 2 5 . 6 4 EV C S : 1 2 + 3 0 . 2 1 EV C E : 3 2 6 . 5 7 LOW PT. STA: 11+73.47 LOW PT ELEV: 325.37 PVI STA: 13+00.78 PVI ELEV: 329.56 K: 20.00 LVC: 116.13 BV C S : 1 2 + 4 2 . 7 1 BV C E : 3 2 7 . 1 0 EV C S : 1 3 + 5 8 . 8 4 EV C E : 3 2 8 . 6 4 HIGH PT. STA: 13+27.40 HIGH PT ELEV: 328.89 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 1 H ST A = 1 4 + 1 5 . 0 3 , 3 . 0 0 ' R (L E M O N G R A S S ) 12 " I E I N = 3 2 0 . 1 9 ( S ) 12 " I E O U T = 3 1 6 . 2 0 ( E ) ST A = 1 0 + 2 6 . 6 5 ( S D L N - 1 1 ) RI M = 3 2 6 . 5 1 SD M H 1 1 G ST A = 1 4 + 7 1 . 2 8 , 3 . 0 0 ' R (L E M O N G R A S S ) 10 " I E I N = 3 1 7 . 0 0 ( N ) 10 " I E I N = 3 1 7 . 0 0 ( S ) 12 " I E I N = 3 1 5 . 9 2 ( W ) 12 " I E O U T = 3 1 5 . 7 2 ( E ) ST A = 9 + 7 0 . 7 5 ( S D L N - 1 1 ) RI M = 3 2 6 . 8 0 55.90 LF 12" (PVC) @ S=0.0051 203.29 LF 12" (PVC) @ S=0.0068 8" WT/10" SD 3.16' CLR 8" SANITARY BE G I N A S P H A L T P A V E M E N T ST A = 1 4 + 2 3 . 7 0 ( L E M O N G R A S S ) EL E V = 3 2 6 . 5 7 BE G I N O N S I T E C O N S T R U C T I O N ST A = 1 3 + 9 3 . 6 2 ' ( L E M O N G R A S S ) EL E V = 3 2 6 . 8 7 FUTURE FINISH GRADE @ STREET CENTERLINE 8" WT/10" SD 0.80' CLR 32 6 . 2 9 31 6 . 4 4 0.0065 10 + 2 7 . 5 9+ 7 1 . 0 31 7 . 3 3 31 7 . 3 2 31 6 . 1 5 31 5 . 9 6 LEMONGRASS LN 11+23 12+00 13+00 14+00 15+00 196194 TR A C T O 195 197 9+00 10+0010+27 SD SD SD W W W W W W W SS P G E 6 4 4 SD SS SS SD SS SD (TYP) S S S S S S S S SD SD SD SD SD SD 1 2 SDLN-11 1 2 3A 3B SDCI 11G.1 SDMH 11G SDCI 11G.2SDMH 11H SD L N - 1 1 SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) 6.00' PUE 6.00' PUE #06D103 SDCI 11G.1 14+71.28, 15.50' L (LEMONGRASS) RIM/TC = 327.00 10" IE OUT = 320.00 18.50 LF (PVC) @S=0.1622 SDCI 11G.2 14+71.28, 15.50' R (LEMONGRASS) RIM/TC = 327.00 6 IE IN = 319.20 17.50 LF (PVC) @S=0.1600 10" IE OUT = 319.00 12.50 LF (PVC) @S=0.1600 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L 1 INCH = 20 FEET 20 10 20 SCALE 0 14.1 LEMONGRASS LN STREET & STORM PLAN & PROFILE LE M O N G R A S S L N SE E S H E E T 14 . 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT LEMONGRASS LN PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.FUTURE LEMONGRASS LN" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1 2 INLET DATA: 3A 4A LEMONGRASS LN - PLAN SCALE: 1" = 20' LEMONGRASS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 194 10+15.15 SDLN-11 29.57 0.2036 322.42 D3034 195 SDCI 11G.2 17.50 0.1600 322.00 D3034 196 9+25.08 SDLN-11 31.09 0.1881 321.49 D3034 197 8+96.50 SDLN-11 31.79 0.1817 321.21 D3034 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 4 ) S T - L E M O N G R A S S . d w g - S H E E T : 14 . 1 Se p . 1 0 , 1 8 - 12 : 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 10+17.0 0.1498 321.331.0 318.78 0.1168 319.364" 0.1694 322.418.1 9+27.0 0.1754 321.4 8+98.5 0.169331.9 0.1443 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 15+50 16+00 17+00 18+00 19+00 19+32 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE -1.57% PVI STA: 18+92.72 PVI ELEV: 320.25 K: 13.42 LVC: 118.93 BV C S : 1 8 + 3 3 . 2 6 BV C E : 3 2 1 . 1 8 EV C S : 1 9 + 5 2 . 1 8 EV C E : 3 2 4 . 5 8 LOW PT. STA: 18+54.36 LOW PT ELEV: 321.02 CLASS 'B' GRANULAR BACKFILL & BEDDING 203.29 LF 12" (PVC) @ S=0.0068 147.90 LF 12" (PVC) @ S=0.0050 SD M H 1 1 E ST A = 1 8 + 2 2 . 4 1 , 2 . 0 0 ' L (L E M O N G R A S S ) 12 " I E I N = 3 1 3 . 4 0 ( W ) 10 " I E I N = 3 1 4 . 1 5 ( S ) 10 " I E I N = 3 1 4 . 7 4 ( N ) 12 " I E O U T = 3 1 3 . 2 0 ( E ) ST A = 6 + 1 9 . 5 6 ( S D L N - 1 1 ) RI M = 3 2 1 . 3 1 SD M H 1 1 D ST A = 1 8 + 9 0 . 7 2 , 2 0 . 7 7 ' L (L E M O N G R A S S ) 12 " I E I N = 3 1 2 . 8 1 ( W ) 12 " I E I N = 3 1 4 . 0 0 ( S ) 10 " I E I N = 3 1 5 . 3 7 ( S W ) 12 " I E O U T = 3 1 2 . 6 1 ( N E ) ST A = 5 + 4 0 . 5 2 ( S D L N - 1 1 ) RI M = 3 2 0 . 9 9 SD M H 1 1 F ST A = 1 6 + 7 4 . 5 1 , 2 . 0 0 ' L (L E M O N G R A S S ) 12 " I E I N = 3 1 4 . 3 4 ( W ) 12 " I E O U T = 3 1 4 . 1 4 ( E ) ST A = 7 + 6 7 . 4 6 ( S D L N - 1 1 ) RI M = 3 2 3 . 6 3 79.04 LF 12" (PVC) @ S=0.0050 8" WT/12" SD 3.50' CLR 8" WT/10" SD 0.83' CLR 12" SD/8" SS 0.62' CLR 8" WT/10" SD 0.54' CLR 8" DI WATER 8" SANITARY 12" SD/4" SS 0.76' CLR 32 0 . 4 1 31 2 . 4 2 31 5 . 1 6 32 1 . 1 8 31 3 . 5 1 32 3 . 5 3 31 4 . 6 3 0.0043 0.0065 19 + 3 2 16+00 17+00 18+00 1 9 + 0 0 206204202 175 200198 207203199205201 5+00 6+007+008+00 1 + 0 0 SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD W W W W W W W W W W W W W W W W W W W W SD SS SS SS S D S S S D S S PG E 64 4 W W W W W W W W W W W W SS SD SS SD SS SD SS SD SS SD SS SD SS SD SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SD SD SD SD 3A 1 (TYP) 3C 4A 2 1 (TYP) 2 LEMONGRASS LN SDMH 11F SDCI 11E.1 SDCI 11E.2 SDMH 11E SDLN-11 SDLN-11 SD L N - 1 3 SDCI 11C.1 SDMH 11C SDMH 11D SDCI 11D.1 SD L N - 1 1 6.00' PUE SDCI 11E.1 18+22.41, 15.50' L (LEMONGRASS) RIM/TC = 321.48 10" IE OUT = 316.44 13.50 LF (PVC) @S=0.1256 SDCI 11E.2 18+22.41, 15.50' R (LEMONGRASS) RIM/TC = 321.48 6 IE IN = 316.77 17.50 LF (PVC) @S=0.0417 10" IE OUT = 316.44 17.50 LF (PVC) @S=0.1307 1 INCH = 20 FEET 20 10 20 SCALE 0 14.2 LEMONGRASS LN STREET & STORM PLAN & PROFILE BLOOMFIELD AVE SEE SHEET 13 LE M O N G R A S S L N SE E S H E E T 1 4. 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1 2 INLET DATA: 3A 4A LEMONGRASS LN - PLAN SCALE: 1" = 20' LEMONGRASS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 198 8+61.10 SDLN-11 32.66 0.1743 320.93 D3034 199 8+31.52 SDLN-11 33.39 0.1666 320.60 D3034 200 7+97.12 SDLN-11 34.24 0.1572 320.19 D3034 201 7+70.74 SDLN-11 34.89 0.1491 319.83 D3034 202 7+32.27 SDLN-11 35.00 0.1447 319.29 D3034 203 7+04.27 SDLN-11 35.00 0.1376 318.90 D3034 204 6+71.42 SDLN-11 35.00 0.1294 318.45 D3034 205 6+41.42 SDLN-11 35.00 0.1240 318.03 D3034 206 SDCI 11E.2 17.50 0.0349 317.50 D3034 207 SDCI 11D.1 18.31 0.0732 318.44 D3034 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 4 ) S T - L E M O N G R A S S . d w g - S H E E T : 14 . 2 Se p . 1 0 , 1 8 - 12 : 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 316.06 316.534" 321.38 316.18 0.1067 0.1091 0.1648 320.832.4 8+33.5 0.1207 319.433.6 7+99.0 0.0869 318.033.7 7+73.0 0.0902 318.135.5 7+33.5 0.1346 319.035.4 0.1160 318.335.9 0.1146 318.136.0 6+43.0 0.1037 317.636.3 0.1096 318.518.1 0.0000 000.000.0 FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 300 310 320 330 340 350 360 370 300 310 320 330 340 350 360 370 6+75 7+00 8+00 9+00 10+00 11+00 12+00 1.07% 4.03% PV I S T A = 7 + 9 9 . 6 2 EL E V = 3 2 9 . 0 9 PVI STA: 8+39.44 PVI ELEV: 329.52 K: 13.40 LVC: 39.70 BV C S : 8 + 1 9 . 5 9 BV C E : 3 2 9 . 3 0 EV C S : 8 + 5 9 . 2 9 EV C E : 3 3 0 . 3 2 PVI STA: 11+61.08 PVI ELEV: 342.48 K: 20.00 LVC: 100.67 BV C S : 1 1 + 1 0 . 7 5 BV C E : 3 4 0 . 4 5 EV C S : 1 2 + 1 1 . 4 1 EV C E : 3 4 1 . 9 7 HIGH PT. STA: 11+91.35 HIGH PT ELEV: 342.07 SD M H 2 H ST A = 1 1 + 0 9 . 0 0 , 3 . 0 0 ' R (W O O D G R O V E ) 12 " I E I N = 3 3 0 . 3 2 ( W ) 12 " I E I N = 3 3 3 . 2 0 ( E ) 6" I E I N = 3 3 3 . 0 0 ( N ) 12 " I E O U T = 3 3 0 . 1 2 ( S ) ST A = 1 1 + 6 5 . 4 8 ( S D L N - 2 ) RI M = 3 4 0 . 3 0 SD M H 7 A ST A = 1 0 + 2 8 . 6 1 , 3 . 2 2 ' R (W O O D G R O V E ) 10 " I E I N = 3 3 0 . 9 5 ( S ) 10 " I E I N = 3 3 0 . 9 5 ( N ) 12 " I E O U T = 3 3 0 . 7 5 ( E ) ST A = 1 + 8 0 . 5 3 ( S D L N - 7 ) RI M = 3 3 7 . 0 6 97.75 LF 12" (PVC) @ S=0.0286 80.53 LF 12" (PVC) @ S=0.0054 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 1 + 0 6 . 0 0 ( W O O D G R O V E S T ) ST A = 1 9 + 8 7 . 1 7 ( 1 6 9 T H A V E ) EL E V = 3 4 0 . 2 6 8" SS 8" WT/10" SD 1.21' CLR 10" SD/8" SS 1.09' CLR 12" SD/8" SS 0.74' CLR BE G I N C O N S T R U C T I O N ST A = 1 0 + 2 1 . 3 4 ( W O O D G R O V E S T ) EL E V = 3 3 6 . 8 5 FINISH GRADE @ STREET CENTERLINE 2:1 MAX CATCH SLOPE 33 6 . 9 5 0.0091 33 0 . 0 2 33 2 . 5 6 33 2 . 6 8 32 9 . 8 0 4" 0.0326 7+00 8+00 9+00 10+00 11+00 12+00 12+00 12+63 1+001+81 SD SD SD S D S D S D S D S D W W W W W W W W W W S D S S S D S S S D S S S S SD SS S S PGE 644 S S 2 (TYP) 4 WOODGROVE ST SS SS S S S S S S SS SS SS SS 7+00 8+00 9+00 10+00 11+00 12+00 1+001+81 7+00 8+00 9+00 10+00 11+00 12+00 1+001+81 S D FUTURE WOODGROVE ST EXTENSION 16 9 T H A V E SDLN-7 SDLN-2 6.00' PUE 6.00' PUE3B SDMH 2H SDCI 2G.1 SDMH 2GSDCI 7A.1 SDCI 7A.2 SDMH 7A 3A1 1B 1 1 2 2 3 (TYP) 7 2 (TYP) PROTECT EXISTING POLE AND GUY WIRE 10 FUTURE SIDEWALK 193 190 44 188 43 192 191 189 TRACT C 45 S S 2.50% TRAVEL 18' SWTRAVEL 18' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - PARKING ON BOTH SIDES PUE 6' A PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 5 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV - 0.03' L STA 11+06.00 TO 16+67.77 N.T.S. SDCI 7A.1 10+28.61, 15.50' R (WOODGROVE) RIM/TC = 337.27 10" IE OUT = 331.93 12.28 LF (PVC) @S=0.0796 SDCI 7A.2 10+28.61, 19.50' L (WOODGROVE) RIM/TC = 337.16 6 IE IN = 333.38 17.30 LF (PVC) @S=0.0202 10" IE OUT = 331.83 22.72 LF (PVC) @S=0.0386 330.00 335.00 340.00 SDMH 2H ROLLOUT DETAIL 12" OUT S IE: 330.12 12" IN W IE: 330.32 6" IN N IE: 333.00 12" IN E IE: 333.20 SDMH 2H PLAN 12" IN E IE: 333.2048" SD 2H RIM: 340.30 2.39' 2.13'2.13' 2.39' 12" OUT S IE: 330.12 12" IN W IE: 330.32 6" IN N IE: 333.00 2.50% TRAVEL 16' SWTRAVEL 16' 5' 54' R.O.W. 32' PAVEMENT LC R/W LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B1 PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 4 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' NOTE: PUE NOT NECESSARY ADJACENT TO VEGETATED CORRIDOR N.T.S. TC ELEV = C ELEV + 0.02' L STA 10+24.34 TO 11+06.00 N.T.S. 1 INCH = 20 FEET 20 10 20 SCALE 0 15.1 WOODGROVE ST STREET & STORM PLAN & PROFILE WO O D G R O V E S T SE E S H E E T 15 . 2 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 11.3 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT WOODGROVE ST PER TYPICAL STREET SECTION A AND B1, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE WOODGROVE ST" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT TEMPORARY 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 10+47.27, 18.00' LT (WOODGROVE ST) CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. CONSTRUCT 20' WIDE TEMPORARY EMERGENCY VEHICLE GRAVEL ACCESS PER DETAIL 7, SHEET DTL1. 1 2 3 INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 44 12+39.19 SDLN-2 34.00 0.0323 336.66 D3034 189 12+21.29 SDLN-2 40.00 0.0485 336.99 D3034 190 11+89.29 SDLN-2 40.00 0.0607 336.56 D3034 191 SDMH 2H 40.00 0.1250 338.00 D3034 192 1+40.18 SDLN-7 40.00 0.1171 335.47 D3034 193 SDCI 7A.2 40.00 0.0202 333.73 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 44 11+75.02, 18.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 3B 7 4 10 1B Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 5 ) S T - W O O D G R O V E . d w g - S H E E T : 15 . 1 Se p . 1 0 , 1 8 - 12 : 3 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0783 338.034.5 332.25 0.1059 337.15 333.03 0.0915 333.564" 0.0714 337.640.5 11+87.5 0.074740.3 0.0399 334.241.6 1+43.5 0.0607 333.242.2 0.011019.1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 290 300 310 320 330 340 350 360 370 290 300 310 320 330 340 350 360 370 12+00 13+00 14+00 15+00 16+00 17+00 -1.00% -6.30% 1.50% 2.50%-2.50%-3.50% PV I S T A = 1 6 + 4 9 . 2 8 EL E V = 3 2 6 . 3 6 PV I S T A = 1 6 + 6 7 . 7 8 ST A = 2 7 + 9 0 . 3 4 EL E V = 3 2 6 . 8 2 PV I S T A = 1 6 + 8 6 . 2 8 EL E V = 3 2 6 . 3 6 PVI STA: 16+29.66 PVI ELEV: 326.06 K: 5.00 LVC: 39.02 BV C S : 1 6 + 1 0 . 1 5 BV C E : 3 2 7 . 2 9 EV C S : 1 6 + 4 9 . 1 7 EV C E : 3 2 6 . 3 6 LOW PT. STA: 16+41.66 LOW PT ELEV: 326.30 PVI STA: 14+08.56 PVI ELEV: 340.00 K: 20.00 LVC: 105.98 BV C S : 1 3 + 5 5 . 5 7 BV C E : 3 4 0 . 5 3 EV C S : 1 4 + 6 1 . 5 5 EV C E : 3 3 6 . 6 6 SD M H 1 I ST A = 1 6 + 6 5 . 2 8 , 3 . 0 0 ' R (W O O D G R O V E ) 12 " I E I N = 3 1 9 . 6 7 ( W ) 12 " I E I N = 3 1 9 . 6 7 ( E ) 18 " I E O U T = 3 1 9 . 1 7 ( S ) ST A = 1 0 + 7 6 . 0 3 ( S D L N - 1 ) RI M = 3 2 6 . 8 4 SD M H 1 J ST A = 1 6 + 1 5 . 7 0 , 3 . 0 0 ' R (W O O D G R O V E ) 12 " I E I N = 3 2 1 . 7 0 ( W ) 10 " I E I N = 3 2 1 . 7 0 ( N ) 10 " I E I N = 3 2 1 . 2 0 ( S ) 12 " I E O U T = 3 2 1 . 0 0 ( E ) ST A = 1 1 + 2 5 . 6 1 ( S D L N - 1 ) RI M = 3 2 6 . 9 4 SD M H 1 K ST A = 1 4 + 6 1 . 7 8 , 3 . 0 0 ' R (W O O D G R O V E ) 10 " I E I N = 3 2 9 . 2 0 ( S ) 12 " I E I N = 3 2 9 . 2 0 ( W ) 10 " I E I N = 3 2 9 . 2 0 ( N ) 12 " I E O U T = 3 2 9 . 0 0 ( E ) ST A = 1 2 + 7 9 . 5 3 ( S D L N - 1 ) RI M = 3 3 6 . 5 7 SD M H 1 L ST A = 1 2 + 4 6 . 4 4 , 3 . 0 0 ' R (W O O D G R O V E ) 6" I E I N = 3 3 6 . 8 0 ( S ) 6" I E I N = 3 3 6 . 8 0 ( N ) 12 " I E O U T = 3 3 5 . 4 4 ( E ) ST A = 1 4 + 9 4 . 8 7 ( S D L N - 1 ) RI M = 3 4 1 . 5 5 SD M H 2 I ST A = 1 2 + 0 6 . 7 5 , 3 . 0 0 ' R (W O O D G R O V E ) 6" I E I N = 3 3 6 . 4 7 ( N ) 12 " I E O U T = 3 3 6 . 0 0 ( W ) ST A = 1 2 + 6 3 . 2 3 ( S D L N - 2 ) RI M = 3 4 1 . 9 3 49.58 LF 12" (PVC) @ S=0.0269 215.34 LF 12" (PVC) @ S=0.0290 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ( W O O D G R O V E ) ( 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 5 + 0 6 . 2 8 ( W O O D G R O V E ) ST A = 2 1 + 1 5 . 9 9 ( B L O O M F I E L D ) EL E V = 3 3 3 . 8 4 8" SS PVI STA: 11+61.08 PVI ELEV: 342.48 K: 20.00 LVC: 100.67 BV C S : 1 1 + 1 0 . 7 5 BV C E : 3 4 0 . 4 5 EV C S : 1 2 + 1 1 . 4 1 EV C E : 3 4 1 . 9 7 153.92 LF 12" (PV C ) @ S=0.0474 8" WT/10" SD 2.18' CLR 8" WT/10" SD 1.07' CLR 10" WT/10" SD 0.81' CLR 10" SD/8" SS 0.82' CLR 8" WT/12" WT 0.50' CLR 8" DI WATER 12" DI WATER 12" WT/12" SD 1.81' CLR 8" WT/12" SD 2.14' CLR 4.82' PIPE COVER 33 6 . 2 4 33 5 . 8 7 4" 33 6 . 4 9 33 5 . 3 4 33 6 . 4 7 4"4" 34 1 . 4 2 32 8 . 5 9 32 8 . 5 6 32 8 . 4 1 33 6 . 3 9 32 8 . 2 8 32 1 . 1 4 32 1 . 0 6 32 1 . 0 8 32 6 . 6 5 32 0 . 6 6 32 6 . 7 4 31 9 . 5 6 31 9 . 5 1 31 9 . 0 6 0.0322 0.0464 0.0222 12+00 13+00 14+00 15+00 16+00 17+00 28 + 0 0 21 + 0 0 2 + 7 8 11+0012+0013+0014+0014+95 12+63 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 W W W W W W W S D S S S D S S S D S S S D S S S D S S S D S S SD SS SS SDSD SS SS SD SS SD SS SS SD SS SS SSSS SS SS SS PG E 64 4 PG E 64 4 W W W W W W W W W W W W PG E 64 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S 12+00 13+00 14+00 15+00 16+00 17+00WOODGROVE ST12+00 13+00 14+00 15+00 16+00 17+00 S D S D SD S D S D S D SD 6.00' PUE 2 (TYP) 2 (TYP) SDLN-1 6.00' PUE 6.00' PUE SDMH 2I SDMH 1L SDCI 1K.1 SDCI 1K.2 SDMH 1K SDCI SDCI 1J.2 SDCI 1J.1 SDMH 1J SDMH 1I 1 1 1 1 13B 3A 3D 3C 1 1 1 1 2 2 3 (TYP) 2 S D SD SD SD SD SD SD SS 181 535248 186 182 179 50 188 46 184 180 5149 187 47 185 183 45 SDCI 1K.1 14+61.78, 19.50' L (WOODGROVE) RIM/TC = 336.67 6 IE IN = 331.51 17.50 LF (PVC) @S=0.0566 10" IE OUT = 331.31 22.50 LF (PVC) @S=0.0938 SDCI 1K.2 14+61.78, 19.50' R (WOODGROVE) RIM/TC = 336.67 6 IE IN = 332.14 17.50 LF (PVC) @S=0.0201 10" IE OUT = 331.30 16.50 LF (PVC) @S=0.1275 SDCI 1J.1 16+17.28, 19.50' R (WOODGROVE) RIM/TC = 326.96 6 IE IN = 322.33 18.26 LF (PVC) @S=0.0203 10" IE OUT = 321.53 16.58 LF (PVC) @S=0.0200 SDCI 1J.2 16+15.78, 19.50' L (WOODGROVE) RIM/TC = 327.03 10" IE OUT = 322.15 22.50 LF (PVC) @S=0.0200 1 INCH = 20 FEET 20 10 20 SCALE 0 15.2 WOODGROVE ST STREET & STORM PLAN & PROFILE WO O D G R O V E S T SE E S H E E T 15 . 3 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WO O D G R O V E S T SE E S H E E T 15 . 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT WOODGROVE ST PER TYPICAL STREET SECTION A, SHEET 15.1. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 181 13+33.41 SDLN-1 40.00 0.0695 333.01 D3034 182 13+63.45 SDLN-1 40.00 0.0702 333.91 D3034 183 14+02.95 SDLN-1 40.00 0.0633 334.78 D3034 184 14+29.41 SDLN-1 40.00 0.0567 335.28 D3034 185 14+57.41 SDLN-1 40.00 0.0481 335.75 D3034 186 14+90.91 SDLN-1 40.00 0.0379 336.31 D3034 187 SDMH 1L 40.00 0.0452 338.61 D3034 188 SDMH 2I 40.00 0.0252 337.50 D3034 45 SDMH 1L 34.00 0.0431 338.34 D3034 46 15+01.25 SDLN-1 34.00 0.0278 336.04 D3034 47 14+45.45 SDLN-1 34.00 0.0589 335.48 D3034 48 13+91.21 SDLN-1 34.00 0.0854 334.81 D3034 49 13+53.45 SDLN-1 34.00 0.0832 333.64 D3034 50 SDCI 1K.2 34.00 0.0201 332.49 D3034 51 12+63.94 SDLN-1 34.00 0.0399 328.59 D3034 52 12+04.94 SDLN-1 34.00 0.0200 323.87 D3034 53 SDCI 1J.1 34.00 0.0203 322.70 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 45 12+05.02, 18.00' RT 16.00 46 12+55.02, 18.00' RT 16.00 47 12+97.02, 18.00' RT 16.00 48 13+47.02, 18.00' RT 16.00 49 13+97.02, 18.00' RT 16.00 50 14+39.02, 18.00' RT 16.00 51 14+89.02, 18.00' RT 16.00 52 15+33.28, 18.00' RT 16.00 53 15+83.28, 18.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 3B 3C 3D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 5 ) S T - W O O D G R O V E . d w g - S H E E T : 15 . 2 Se p . 1 0 , 1 8 - 12 : 3 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1222 331.704" 321.28 0.0133 321.784" 331.18 0.1569 331.714" 336.38 0.0347 321.86 326.66 13+06.0 0.1182 334.340.3 13+35.5 0.1179 335.240.1 13+75.5 0.1008 335.840.1 14+00.5 0.0934 336.340.2 14+30.0 0.0891 337.1 14+63.0 0.0575 336.940.8 0.0328 337.942.0 0.0425 338.040.9 0.0573 338.636.3 14+73.5 0.0472 336.635.7 14+18.5 0.0764 335.834.9 13+64.0 0.1191 335.534.8 13+26.5 0.1137 334.134.8 0.040518.3 12+35.5 0.0956 329.834.9 11+77.0 0.0608 325.935.0 0.0820 323.318.2 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 17+00 18+00 19+00 20+00 21+00 22+00 22+25 -4.48% 1.50%2.50% 1.26%PV I S T A = 2 1 + 6 7 . 5 1 EL E V = 3 1 9 . 1 4 PV I S T A = 2 1 + 8 4 . 8 1 ST A = 2 7 + 6 2 . 3 0 EL E V = 3 1 9 . 5 7 PVI STA: 21+30.16 PVI ELEV: 318.58 K: 10.00 LVC: 59.75 BV C S : 2 1 + 0 0 . 2 8 BV C E : 3 1 9 . 9 1 EV C S : 2 1 + 6 0 . 0 3 EV C E : 3 1 9 . 0 2 LOW PT. STA: 21+45.04 LOW PT ELEV: 318.91 PVI STA: 19+24.69 PVI ELEV: 327.77 K: 30.00 LVC: 172.07 BV C S : 1 8 + 3 8 . 6 5 BV C E : 3 2 6 . 6 9 EV C S : 2 0 + 1 0 . 7 3 EV C E : 3 2 3 . 9 2 HIGH PT. STA: 18+76.46 HIGH PT ELEV: 326.93 SD M H 3 G ST A = 2 1 + 8 7 . 4 7 , 3 . 0 0 ' R (W O O D G R O V E ) 12 " I E I N = 3 1 2 . 4 0 ( W ) 12 " I E O U T = 3 1 2 . 2 0 ( S ) ST A = 1 1 + 7 4 . 4 6 ( S D L N - 3 ) RI M = 3 1 9 . 4 5 SD M H 3 H ST A = 2 1 + 4 1 . 3 0 , 3 . 0 0 ' R (W O O D G R O V E ) 12 " I E I N = 3 1 3 . 5 0 ( W ) 10 " I E I N = 3 1 3 . 5 0 ( N ) 10 " I E I N = 3 1 3 . 5 0 ( S ) 12 " I E O U T = 3 1 3 . 3 0 ( E ) ST A = 1 2 + 2 0 . 6 3 ( S D L N - 3 ) RI M = 3 1 8 . 8 7 SD M H 3 I ST A = 1 8 + 9 3 . 8 9 , 3 . 0 0 ' R (W O O D G R O V E ) 6" I E I N = 3 2 2 . 0 0 ( N ) 12 " I E O U T = 3 2 1 . 0 0 ( E ) ST A = 1 4 + 6 8 . 0 3 ( S D L N - 3 ) RI M = 3 2 6 . 7 8 46.17 LF 12" (PVC) @ S=0.0195 247.40 LF 12" (PVC) @ S=0.0303 IN T E R S E C T I O N ( W O O D G R O V E S T ) ( 1 6 5 T H A V E ) CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" SS 8" DI WATER PVI STA: 17+19.68 PVI ELEV: 325.19 K: 8.00 LVC: 38.07 BV C S : 1 7 + 0 0 . 6 5 BV C E : 3 2 5 . 8 5 EV C S : 1 7 + 3 8 . 7 2 EV C E : 3 2 5 . 4 3 LOW PT. STA: 17+28.64 LOW PT ELEV: 325.36 8" WTR 0.80' CLR 8" SS 0.61' CLR 8" SS 1.43' CLR 8" WTR 1.00' CLR 4.18' PIPE COVER 31 9 . 2 4 31 2 . 0 7 31 1 . 8 2 32 1 . 4 6 32 0 . 5 4 4" 14 + 6 8 . 5 31 3 . 0 4 31 2 . 9 9 12 + 2 1 . 5 31 3 . 0 7 31 2 . 9 0 0.0180 10 + 0 0 17+00 18+00 19+00 20+00 21+00 27 + 6 2 28 + 0 0 5 + 2 1 5 + 6 3 12+0013+0014+00 S D S D 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 W W W W W S S S D S S S D S S S D S S S S S S S D S S S D S S S D S S SS PGE 644 PGE 644 PGE 660 PGE 644 S S S S S S SS SS SS SS SS SS SS SS SS SS SS 17+00 18+00 19+00 20+00 21+00 17+00 18+00 19+00 20+00 21+00WOODGROVE ST S D S D S D S D SD 2 (TYP) 2 (TYP) SDLN-3 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE SDMH 3I SDCI 1I.1 SDCI 1I.2 SDMH 10B SDMH 12E SDMH 3G SDCI 3H.2 SDCI 3H.1 SDMH 3H 1 1 13A 4A 3B 3C 8 1 1 8 2 2 3 (TYP) 3 (TYP) 6 4 4 10.00' PRIVATE UTILITY EASEMENT 12.00' ACCESS EASEMENT TO BE VACATED 166 165 163 161 152 164 162 151138 141 142 139 140 SDCI 1I.1 17+45.24, 15.50' R (WOODGROVE) RIM/TC = 325.63 10" IE OUT = 321.90 35.01 LF (C900) @S=0.0200 SDCI 3H.1 21+39.97, 15.50' R (WOODGROVE) RIM/TC = 319.09 6 IE IN = 315.29 17.50 LF (PVC) @S=0.0200 10" IE OUT = 313.75 12.57 LF (PVC) @S=0.0199 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L STA 16+67.77 TO 21+84.81 @S=0.0199 SDCI 3H.2 21+39.97, 15.50' L (WOODGROVE) RIM/TC = 319.09 6 IE IN = 314.25 17.50 LF (PVC) @S=0.0200 10" IE OUT = 313.75 18.55 LF (PVC) @S=0.0135 SDCI 1I.2 17+28.91, 15.50' L (WOODGROVE) RIM/TC = 325.49 10 IE IN = 321.20 35.01 LF (C900) @S=0.0200 12" IE OUT = 320.49 65.05 LF (PVC) @S=0.0127 1 INCH = 20 FEET 20 10 20 SCALE 0 15.3 WOODGROVE ST STREET & STORM PLAN & PROFILE WO O D G R O V E S T SE E S H E E T 15 . 2 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 165TH AVE SEE SHEET 12 REDFOX TER SEE SHEET 12 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT WOODGROVE ST PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 18+39.47, 14.00' LT (WOODGROVE ST) CL STA: 19+34.47, 14.00' RT (WOODGROVE ST) CONSTRUCT 10.5' WIDE THICKENED AND REINFORCED CONCRETE APRON FLUSH WITH ASPHALT. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. INSTALL 12' WIDE ADA ACCESSIBLE RAMP AT MULTIMODAL PATH PER DETAIL 3, SHEET DTL1, WITH REMOVABLE BOLLARD PER DETAIL 6, SEE SHEET DTL1. 1 2 3 INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 161 SDCI 3H.2 17.50 0.0200 314.60 D3034 162 12+78.39 SDLN-3 36.00 0.0200 316.02 D3034 163 13+31.39 SDLN-3 36.00 0.0298 318.05 D3034 164 13+95.38 SDLN-3 36.00 0.0430 320.54 D3034 165 SDMH 3I 36.03 0.0479 323.73 D3034 139 13+66.46 SDLN-3 30.00 0.0367 319.15 D3034 140 13+12.46 SDLN-3 30.00 0.0268 317.15 D3034 141 12+69.46 SDLN-3 30.00 0.0200 315.23 D3034 142 SDCI 3H.1 17.50 0.0200 315.64 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 161 21+09.47, 14.00' LT 16.00 162 20+49.47, 14.00' LT 16.00 163 19+89.47, 14.00' LT 16.00 164 19+29.47, 14.00' RT 16.00 165 18+99.48, 14.00' LT 16.00 139 19+89.47, 14.00' RT 16.00 140 20+19.47, 14.00' RT 16.00 141 20+69.47, 14.00' RT 16.00 142 21+19.47, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 3B 3C 4A 4 4 6 8 AUTUMNVALE LN SEE SHEET 20.2 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 5 ) S T - W O O D G R O V E . d w g - S H E E T : 15 . 3 Se p . 1 0 , 1 8 - 12 : 3 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 314.27 0.0690 314.494" 318.97 0.0541 314.264" 320.82 0.0201 321.37 0.0408 322.80 0.0408 12+80.0 0.0390 316.536.5 13+32.5 0.0201 317.436.6 13+97.0 36.5 35.4 13+65.0 0.0582 319.430.4 13+10.5 0.0205 316.631.1 12+67.5 0.0697 316.931.2 0.0380 315.018.2 0.0714 316.021.4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 295 300 310 320 330 340 350 360 370 295 300 310 320 330 340 350 360 370 9+71 10+00 11+00 12+00 13+00 13+50 -2.50% 5.93% PVI STA = 10+00.00 ELEV = 338.50 PVI STA: 10+39.12 PVI ELEV: 337.52 K: 5.00 LVC: 42.14 BV C S : 1 0 + 1 8 . 0 5 BV C E : 3 3 8 . 0 5 EV C S : 1 0 + 6 0 . 1 9 EV C E : 3 3 8 . 7 7 LOW PT. STA: 10+30.56 LOW PT ELEV: 337.89 PVI STA: 11+73.89 PVI ELEV: 345.51 K: 13.40 LVC: 160.96 BV C S : 1 0 + 9 3 . 4 1 BV C E : 3 4 0 . 7 4 EV C S : 1 2 + 5 4 . 3 6 EV C E : 3 4 0 . 6 2 HIGH PT. STA: 11+72.86 HIGH PT ELEV: 343.09 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( L A R K S P R I N G L N ) ST A = 1 7 + 4 3 . 1 7 ( 1 6 9 T H A V E ) EL E V = 3 3 8 . 5 0 269.08 LF 12" (PVC) @ S=0.0126 SD M H 6 C ST A = 1 0 + 7 0 . 6 6 , 3 . 0 0 ' R (L A R K S P R I N G ) 10 " I E I N = 3 3 3 . 2 0 ( S W ) 10 " I E I N = 3 3 3 . 2 0 ( N W ) 12 " I E O U T = 3 3 3 . 0 0 ( E ) ST A = 5 + 8 8 . 6 2 ( S D L N - 6 ) RI M = 3 3 9 . 3 2 SD M H 6 B ST A = 1 3 + 3 9 . 7 3 , 3 . 0 0 ' R (L A R K S P R I N G ) 12 " I E I N = 3 2 9 . 6 0 ( W ) 12 " I E O U T = 3 2 9 . 4 0 ( E ) ST A = 3 + 1 9 . 5 5 ( S D L N - 6 ) RI M = 3 3 5 . 3 5 8" DI WATER -6.08% 8" WT/10" SD 0.81' CLR 33 9 . 1 9 33 2 . 5 5 0.0124 33 2 . 2 2 NO T B U I L T 32 8 . 8 8 32 8 . 7 4 12 " 17 + 0 0 18 + 0 0 10+00 11+00 12+00 13+00 9 + 0 0 4+005+005+89 S D S D 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 S D S S S D S S S D S S S D S S S D S S SD SS SD SS SD SS S D S S SD SS SS SS SS SS SS SS S S SS SD S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS LARKSPRING LN S D S D S D S D 16 9 T H A V E 2 3 (TYP) 3B 1 (TYP) 6.00' PUE, TYP. 3 (TYP) 3 (TYP) 3A 1 (TYP) 2 (TYP) 2 (TYP) 1 2 SDMH 6B SDMH 6C SDCI 6C.1 SDCI 6C.2 SDLN-6 SD L N - 6 63 61 32 59 57 33 35 6062 58 34 36 64 65 66 67 68 69 70 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 6C.1 10+48.43, 15.50' L (LARKSPRING) RIM/TC = 338.34 6 IE IN = 333.96 17.50 LF (PVC) @S=0.0202 10" IE OUT = 333.63 28.92 LF (PVC) @S=0.0149 SDCI 6C.2 10+48.43, 15.50' R (LARKSPRING) RIM/TC = 338.34 6 IE IN = 334.33 17.50 LF (PVC) @S=0.0200 10" IE OUT = 334.00 25.50 LF (PVC) @S=0.0312 1 INCH = 20 FEET 20 10 20 SCALE 0 16.1 LARKSPRING LN STREET & STORM PLAN & PROFILE LA R K S P R I N G L N SE E S H E E T 16 . 2 LARKSPRING LN - PLAN SCALE: 1" = 20' LARKSPRING LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 11.2 169TH AVE SEE SHEET 11.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 58 3+50.26 SDLN-6 36.00 0.0535 332.18 D3034 59 3+92.26 SDLN-6 36.00 0.1100 334.73 D3034 60 4+74.26 SDLN-6 36.00 0.1685 337.87 D3034 61 5+20.44 SDLN-6 36.00 0.1417 337.49 D3034 62 5+30.26 SDLN-6 36.00 0.1310 337.23 D3034 63 SDCI 6C.1 17.70 0.0200 334.32 D3034 64 SDCI 6C.2 17.50 0.0200 334.68 D3034 65 5+35.26 SDLN-6 30.00 0.1528 337.16 D3034 66 5+15.44 SDLN-6 30.00 0.1792 337.70 D3034 67 4+44.76 SDLN-6 30.00 0.1976 337.36 D3034 68 3+97.26 SDLN-6 30.00 0.1429 335.12 D3034 69 3+55.26 SDLN-6 30.00 0.0753 332.56 D3034 GENERAL NOTES: 1.CONSTRUCT LARKSPRING LN AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 57 13+33.02, 14.00' LT 16.00 58 12+91.02, 14.00' LT 16.00 59 12+41.02, 14.00' LT 16.00 60 11+91.02, 14.00' LT 16.00 61 11+49.02, 14.00' LT 16.00 62 10+99.02, 14.00' LT 16.00 63 10+69.02, 14.00' LT 16.00 64 10+69.00, 14.00' RT 16.00 65 10+99.00, 14.00' RT 16.00 66 11+49.00, 14.00' RT 16.00 67 11+91.00, 14.00' RT 16.00 68 12+41.00, 14.00' RT 16.00 69 12+91.00, 14.00' RT 16.00 70 13+33.00, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 6 ) S T - L A R K S P R I N G . d w g - S H E E T : 16 . 1 Se p . 1 0 , 1 8 - 12 : 3 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1011 333.237.0 334.10 0.0355 334.294" 339.04 31.00 333.084" 338.08 332.8012" 10" IE IN = 333.00 31.00 LF (PVC) @S=0.0355 0.127636.6 0.1499 336.637.3 5+19.0 0.1285 336.336.5 0.0127 333.319.0 0.0547 333.632.0 5+16.5 0.0414 332.932.3 0.0797 333.332.2 0.0969 333.131.2 0.0746 331.930.7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 290 300 310 320 330 340 350 360 370 290 300 310 320 330 340 350 360 370 13+50 14+00 15+00 15+94 -6.08% 2.50% PVI STA: 15+16.47 PVI ELEV: 324.68 K: 5.00 LVC: 42.90 BV C S : 1 4 + 9 5 . 0 2 BV C E : 3 2 5 . 9 8 EV C S : 1 5 + 3 7 . 9 2 EV C E : 3 2 5 . 2 1 LOW PT. STA: 15+25.43 LOW PT ELEV: 325.06 IN T E R S E C T I O N ST A = 1 5 + 6 1 . 7 8 ( L A R K S P R I N G L N ) ST A = 2 5 + 4 6 . 3 4 ( R I V E R T E R R A C E ) EL E V = 3 2 5 . 8 1 CLASS 'B' GRANULAR BEDDING & BACKFILL 168.74 LF 12" (PVC) @ S=0.0557 SD M H 6 A ST A = 1 5 + 0 8 . 4 7 , 3 . 0 0 ' R (L A R K S P R I N G ) 12 " I E I N = 3 2 0 . 0 0 ( W ) 10 " I E I N = 3 2 0 . 0 0 ( S ) 10 " I E I N = 3 2 0 . 2 0 ( N ) 12 " I E O U T = 3 1 9 . 8 0 ( E ) ST A = 1 + 5 0 . 8 1 ( S D L N - 6 ) RI M = 3 2 5 . 3 4 SD M H 1 F ST A = 1 5 + 5 9 . 2 8 , 3 . 0 0 ' R (L A R K S P R I N G ) 18 " I E I N = 3 1 7 . 2 0 ( N ) 12 " I E I N = 3 1 8 . 6 3 ( W ) 18 " I E O U T = 3 1 7 . 0 0 ( S ) ST A = 8 + 3 2 . 0 3 ( S D L N - 1 ) RI M = 3 2 5 . 5 9 50.81 LF 12" (PVC) @ S=0.0230 8" WT/10" SD 0.76' CLR 8" DI WATE R 4.52' PIPE COVER 31 6 . 8 5 31 8 . 2 5 31 6 . 6 4 31 9 . 5 8 31 9 . 8 0 31 9 . 4 7 31 9 . 6 5 32 5 . 1 8 0.0539 0.0240 25 + 0 0 26 + 0 0 14+00 15+00 8 + 0 0 1+002+003+00 S D S D 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 S D S S S D S S S D S S S S S S SD SS SD SS SD SS PG E 64 4 PG E 64 4 W W W W W W S S S S S S S S S S SS SS SS SS SS SS SS SS S D S D S D SD SD LARKSPRING LN 6.00' PUE, TYP. 6.00' PUE, TYP. 3 (TYP) 3 (TYP)2 3C2 SW R I V E R T E R R A C E B O U L E V A R D SDMH 6A SDCI 6A.2 SDCI 6A.1 3D (TYP) (TYP) 1 1 2 SDMH 1F 1 (TYP) 5556 54 71 72 7370 57 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 6A.1 15+06.53, 15.50' L (LARKSPRING) RIM/TC = 325.61 6 IE IN = 321.20 17.96 LF (PVC) @S=0.0200 10" IE OUT = 320.87 18.60 LF (PVC) @S=0.0360 SDCI 6A.2 15+06.53, 15.50' R (LARKSPRING) RIM/TC = 325.61 6 IE IN = 321.20 17.90 LF (PVC) @S=0.0200 10" IE OUT = 320.25 12.65 LF (PVC) @S=0.0200 1 INCH = 20 FEET 20 10 20 SCALE 0 16.2 LARKSPRING LN STREET & STORM PLAN & PROFILE LA R K S P R I N G L N SE E S H E E T 16 . 1 LARKSPRING LN - PLAN SCALE: 1" = 20' LARKSPRING LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 10.1 RIVER TERRACE BLVD SEE SHEET 10.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 54 SDCI 6A.1 17.96 0.0200 321.56 D3034 55 2+02.00 SDLN-6 36.00 0.0200 323.89 D3034 56 2+66.00 SDLN-6 36.00 0.0200 327.39 D3034 57 2+96.26 SDLN-6 36.00 0.0200 329.07 D3034 70 3+01.26 SDLN-6 30.00 0.0210 329.23 D3034 71 2+56.00 SDLN-6 30.00 0.0202 326.71 D3034 72 2+08.28 SDLN-6 30.00 0.0200 324.05 D3034 73 SDCI 6A.2 17.90 0.0200 321.56 D3034 GENERAL NOTES: 1.CONSTRUCT LARKSPRING LN AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 54 14+77.28, 14.00' LT 16.00 55 14+27.28, 14.00' LT 16.00 56 13+83.02, 14.00' LT 16.00 71 13+83.00, 14.00' RT 16.00 72 14+33.00, 14.00' RT 16.00 73 14+75.00, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3C 3D INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 6 ) S T - L A R K S P R I N G . d w g - S H E E T : 16 . 2 Se p . 1 0 , 1 8 - 12 : 3 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020320.56 320.654" 325.95 319.79 4" 325.29 0.0409 0.0166 36.6 0.0462 327.836.9 0.0504 329.637.5 0.0198 328.631.3 2+55.0 0.0109 325.931.9 2+07.0 31.7 19.6 0.0454 321.518.5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 9+71 10+00 11+00 12+00 13+00 -2.50% 6.22% LOW PT STA: 10+29.89 LOW PT ELEV: 320.91 PVI STA:10+39.18 PVI ELEV:320.52 K:5.00 LVC:43.57 BV C S : 1 0 + 1 7 . 3 9 BV C E : 3 2 1 . 0 7 EV C S : 1 0 + 6 0 . 9 7 EV C E : 3 2 1 . 8 8 PVI STA: 12+02.30 PVI ELEV: 330.66 K: 13.40 LVC: 177.67 BV C S : 1 1 + 1 3 . 4 7 BV C E : 3 2 5 . 1 4 EV C S : 1 2 + 9 1 . 1 3 EV C E : 3 2 4 . 4 0 HIGH PT. STA: 11+96.76 HIGH PT ELEV: 327.73 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( S N O W D A L E ) ST A = 1 5 + 0 3 . 1 7 ( 1 6 9 T H A V E ) EL E V = 3 2 1 . 5 0 CLASS 'B' GRANULAR BEDDING & BACKFILL SD M H 5 C ST A = 1 0 + 6 3 . 8 0 , 3 . 0 0 ' L (S N O W D A L E ) 10 " I E I N = 3 1 6 . 0 0 ( S W ) 10 " I E I N = 3 1 6 . 0 0 ( N W ) 12 " I E O U T = 3 1 5 . 4 9 ( E ) ST A = ? ? ? ( S D L N - 5 ) RI M = 3 2 1 . 9 8 252.33 LF 12" (PVC) @ S=0.0103 8" WT/10" SD 0.59' CLR8" WT/10" SD 1.03' CLR 8" DI WATER 12" DI WATER 32 1 . 8 5 NO T B U I L T 0.01255+ 9 1 . 0 12 " 15 + 0 0 10+00 11+00 12+00 13+00 7 + 0 0 4+005+005+91 S D S D S D S D 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 S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S SS SS SS SD S S S S W W W PGE 233 PGE 233 SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S D SNOWDALE ST 2 3 (TYP) 3B 1 (TYP) 6.00' PUE, TYP. 3 (TYP) 3 (TYP) 3A 1 (TYP) 2 (TYP) 2 SDMH 2E SDCI 2E.1 SDCI 2E.2 SDMH 5C SDCI 5C.1 SDCI 5C.2 SDLN-5 SD L N - 2 84 85 22 8886 89 TRACT B 87 23 83 7879808182 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 5C.1 10+48.49, 15.50' L (SNOWDALE) RIM/TC = 321.39 6 IE IN = 317.00 17.50 LF (PVC) @S=0.0200 10" IE OUT = 316.70 19.76 LF (PVC) @S=0.0354 SDCI 5C.2 10+48.49, 15.50' R (SNOWDALE) RIM/TC = 321.39 6 IE IN = 317.38 17.50 LF (PVC) @S=0.0200 10" IE OUT = 316.79 24.01 LF (PVC) @S=0.0328 1 INCH = 20 FEET 20 10 20 SCALE 0 17.1 SNOWDALE ST STREET & STORM PLAN & PROFILE SN O W D A L E S T SE E S H E E T 16 . 2 SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 11.1 169TH AVE SEE SHEET 11.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 78 3+48.11 SDLN-5 36.00 0.1676 317.27 D3034 79 3+83.78 SDLN-5 36.00 0.2330 320.06 D3034 80 4+37.78 SDLN-5 36.00 0.2774 322.49 D3034 81 4+86.71 SDLN-5 36.00 0.2555 322.34 D3034 82 5+29.78 SDLN-5 36.00 0.1884 320.77 D3034 83 SDCI 5C.1 17.76 0.0113 317.20 D3034 84 SDCI 5C.2 17.50 0.0229 317.10 D3034 85 5+34.78 SDLN-5 30.00 0.1475 320.48 D3034 86 4+91.71 SDLN-5 30.00 0.2079 322.21 D3034 87 4+42.78 SDLN-5 30.00 0.2314 322.55 D3034 88 3+88.78 SDLN-5 30.00 0.1997 320.85 D3034 89 3+64.78 SDLN-5 30.00 0.1674 319.44 D3034 GENERAL NOTES: 1.CONSTRUCT SNOWDALE ST AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 78 12+91.00, 14.00' LT 16.00 79 12+41.00, 14.00' LT 16.00 80 11+91.00, 14.00' LT 16.00 81 11+49.00, 14.00' LT 16.00 82 10+99.00, 14.00' LT 16.00 83 10+69.00, 14.00' LT 16.00 84 10+69.00, 14.00' RT 16.00 85 10+99.00, 14.00' RT 16.00 86 11+49.00, 14.00' RT 16.00 87 11+91.00, 14.00' RT 16.00 88 12+41.00, 14.00' RT 16.00 89 12+91.00, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 7 ) S T - S N O W D A L E . d w g - S H E E T : 17 . 1 Se p . 1 0 , 1 8 - 12 : 4 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 3+50.0 0.1546 317.430.2 317.87 0.0452 318.044" 322.07 31.00 316.674" 321.12 316.2712" 10" IE IN = 316.47 31.00 LF (PVC) @S=0.0452 0.0112 0.1973 319.130.3 0.1854 319.530.4 4+84.5 0.1891 320.130.3 0.1366 319.130.2 0.0124 318.318.5 5+33.0 0.1288 319.736.0 4+90.5 0.1453 319.937.3 0.1862 320.535.6 3+85.0 0.1093 317.236.6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 13+00 14+00 15+00 16+00 17+0017+10 2.50% -7.04% -2.50% -1.50% PVI STA = 15+75.28 ELEV = 309.67 PVI STA: 15+10.51 PVI ELEV: 308.95 K: 5.00 LVC: 47.74 BV C S : 1 4 + 8 6 . 6 4 BV C E : 3 1 0 . 6 3 EV C S : 1 5 + 3 4 . 3 8 EV C E : 3 0 9 . 5 5 LOW PT. STA: 15+21.88 LOW PT ELEV: 309.39 IN T E R S E C T I O N ST A = 1 5 + 5 7 . 2 8 ( S N O W D A L E S T ) ST A = 2 3 + 0 6 . 2 2 ( R I V E R T E R R A C E ) EL E V = 3 1 0 . 1 2 CLASS 'B' GRANULAR BEDDING & BACKFILL SD M H 5 B ST A = 1 3 + 1 6 . 1 2 , 3 . 0 0 ' L (S N O W D A L E ) 12 " I E I N = 3 1 2 . 9 0 ( W ) 12 " I E O U T = 3 1 2 . 7 0 ( E ) ST A = 3 + 3 8 . 6 6 ( S D L N - 5 ) RI M = 3 2 2 . 5 7 SD M H 5 A F L A T T O P ST A = 1 5 + 0 9 . 3 1 , 3 . 0 0 ' L (S N O W D A L E ) 12 " I E I N = 3 0 3 . 2 0 ( W ) 10 " I E I N = 3 0 3 . 2 0 ( S ) 10 " I E I N = 3 0 3 . 2 0 ( N ) 12 " I E O U T = 3 0 3 . 0 0 ( E ) ST A = 1 + 4 5 . 4 7 ( S D L N - 5 ) RI M = 3 0 9 . 5 2 SD M H 1 D ST A = 1 5 + 5 4 . 7 8 , 3 . 0 0 ' L (S N O W D A L E ) 18 " I E I N = 3 0 2 . 0 0 ( N ) 12 " I E I N = 3 0 2 . 5 0 ( W ) 24 " I E O U T = 3 0 1 . 5 0 ( S ) ST A = 5 + 9 7 . 9 7 ( S D L N - 1 ) RI M = 3 1 0 . 2 7 SD M H 8 D ST A = 1 6 + 6 0 . 6 9 , 2 . 7 1 ' R (S N O W D A L E ) 6" I E I N = 3 0 2 . 9 9 ( S ) 12 " I E O U T = 3 0 2 . 5 0 ( E ) ST A = 5 + 1 5 . 7 7 ( S D L N - 8 ) RI M = 3 0 8 . 3 2 CLASS 'B' GRANULAR BEDDING & BACKFILL 193.19 LF 12" (PVC) @ S=0.0491 98.47 LF 12" (PVC) @ S=0.0132 45.47 LF 12" (PVC) @ S=0.0110 8" WT/10" SD 0.55' CLR 8" WT/10" SD 1.62' CLR 8" DI WATE R 8" DI WATER 30 1 . 6 6 30 2 . 2 7 30 1 . 2 5 30 2 . 9 7 30 2 . 9 7 30 2 . 8 0 31 2 . 1 8 31 2 . 3 4 32 2 . 4 7 0.0477 0.0117 30 2 . 9 2 30 2 . 3 7 0.0175 23 + 0 0 13+00 14+00 15+00 16+00 17+00 6 + 0 0 1+002+003+00 5+00 5+16 S D S D S D 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 W S S S D S S S D S S S D S S S S S D S S S D S S S D S S S S S D S S SD S S PG E 64 4 W W W W W W W PGE 660 S S S S S S SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SNOWDALE ST SD SD SNOWDALE ST SW R I V E R T E R R A C E B L V D 2 (TYP) 6.00' PUE, TYP. 6.00' PUE, TYP. 3 (TYP) 3 (TYP)3D 3C2 2 (TYP) 6.00' PUE, TYP. 3 (TYP) 1B S D S D SDMH 8DSDMH 1D SDMH 5A SDCI 5A.1 SDCI 5A.2 SDMH 5B (TYP) 1D1 1 (TYP) 1 2 28 2 8 SDCI 1E.1 SDMH 1E SDCI 1E.2 SDLN-5 SD L N - 1 SDLN-8 S C S D S D S D S D 11591931149092 75767778 74 89 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 5A.1 15+05.53, 15.50' L (SNOWDALE) RIM/TC = 309.83 6 IE IN = 305.40 18.05 LF (PVC) @S=0.0200 10" IE OUT = 305.00 13.06 LF (PVC) @S=0.1378 SDCI 5A.2 15+09.03, 15.50' R (SNOWDALE) RIM/TC = 309.73 6 IE IN = 305.20 17.50 LF (PVC) @S=0.0200 10" IE OUT = 303.57 18.50 LF (PVC) @S=0.0200 1 INCH = 20 FEET 20 10 20 SCALE 0 17.2 SNOWDALE ST STREET & STORM PLAN & PROFILE SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SN O W D A L E S T SE E S H E E T 17 . 3 RIVER TERRACE BLVD SEE SHEET 10.1 SN O W D A L E S T SE E S H E E T 17 . 1 RIVER TERRACE BLVD SEE SHEET 10.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 74 SDCI 5A.1 18.05 0.0200 305.76 D3034 75 2+08.78 SDLN-5 36.00 0.0633 308.46 D3034 76 2+41.78 SDLN-5 36.00 0.0869 310.79 D3034 77 2+95.78 SDLN-5 36.00 0.1251 314.59 D3034 90 2+98.78 SDLN-5 30.00 0.1060 314.80 D3034 91 2+46.78 SDLN-5 30.00 0.0753 311.14 D3034 92 2+03.78 SDLN-5 30.00 0.0498 308.11 D3034 93 SDCI 5A.2 17.50 0.0200 305.55 D3034 114 SDCI 8A.1 30.74 0.0200 303.60 D3034 115 4+71.64 SDLN-8 29.78 0.0200 302.76 D3034 GENERAL NOTES: 1.CONSTRUCT SNOWDALE ST AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. INSTALL 12' WIDE ADA ACCESSIBLE RAMP AT MULTIMODAL PATH PER DETAIL 3, SHEET DTL1, WITH REMOVABLE BOLLARD PER DETAIL 6, SEE SHEET DTL1. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 74 14+75.00, 14.00' LT 16.00 75 14+33.00, 14.00' LT 16.00 76 13+83.00, 14.00' LT 16.00 77 13+33.00, 14.00' LT 16.00 90 13+41.00, 14.00' RT 16.00 91 13+91.00, 14.00' RT 16.00 92 14+33.00, 14.00' RT 16.00 93 14+83.00, 14.00' RT 16.00 114 16+31.01, 14.00' RT 16.00 115 16+75.68, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3C 3D INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL FLAT TOP MANHOLE PER CWS DWG NO. 050, SHEET DTL4. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 8 1B 1D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 7 ) S T - S N O W D A L E . d w g - S H E E T : 17 . 2 Se p . 1 0 , 1 8 - 12 : 4 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 305.83 0.2014 306.664" 310.46 303.31 0.0184 303.564" 309.46 2+10.5 0.1115 309.730.2 0.1507 312.430.4 2+94.5 0.1368 314.429.6 2+97.0 0.0659 312.936.8 2+48.5 0.0720 310.736.1 0.0739 308.736.0 0.0267 304.119.1 0.0303 303.931.1 0.0532 303.631.8 0.0948 308.418.2 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 17+10 18+00 19+00 20+00 21+0021+05 2.50% -6.00% PVI STA: 20+36.80 PVI ELEV: 292.60 K: 5.00 LVC: 42.49 BV C S : 2 0 + 1 5 . 5 6 BV C E : 2 9 3 . 8 7 EV C S : 2 0 + 5 8 . 0 5 EV C E : 2 9 3 . 1 3 LOW PT. STA: 20+45.55 LOW PT ELEV: 292.97 PVI STA: 18+10.96 PVI ELEV: 306.14 K: 15.57 LVC: 70.00 BV C S : 1 7 + 7 5 . 9 6 BV C E : 3 0 6 . 6 6 EV C S : 1 8 + 4 5 . 9 6 EV C E : 3 0 4 . 0 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 0 + 7 9 . 7 8 ( S N O W D A L E ) ST A = 2 2 + 9 4 . 3 0 ( 1 6 5 T H A V E ) EL E V = 2 9 3 . 6 7 CLASS 'B' GRANULAR BEDDING & BACKFILL SD M H 8 C ST A = 1 7 + 5 9 . 3 1 , 1 . 8 9 ' R (S N O W D A L E ) 12 " I E I N = 3 0 1 . 2 0 ( W ) 10 " I E I N = 3 0 1 . 2 0 ( S ) 10 " I E I N = 3 0 1 . 2 0 ( N ) 6" I E I N = 3 0 1 . 2 0 ( N W ) 12 " I E O U T = 3 0 1 . 0 0 ( E ) ST A = 4 + 1 7 . 3 0 ( S D L N - 8 ) RI M = 3 0 6 . 8 7 SD M H 8 B ST A = 1 8 + 3 3 . 2 8 , 3 . 0 0 ' R (S N O W D A L E ) 12 " I E I N = 2 9 8 . 5 0 ( W ) 12 " I E I N = 2 9 8 . 5 0 ( N ) 12 " I E O U T = 2 9 8 . 3 0 ( E ) ST A = 3 + 4 3 . 5 0 ( S D L N - 8 ) RI M = 3 0 4 . 6 4 SD M H 8 A ST A = 2 0 + 3 5 . 2 8 , 3 . 0 1 ' R (S N O W D A L E ) 10 " I E I N = 2 8 7 . 7 0 ( S ) 10 " I E I N = 2 8 7 . 7 0 ( N ) 12 " I E I N = 2 8 7 . 5 5 ( W ) 12 " I E O U T = 2 8 7 . 3 5 ( E ) ST A = 1 + 4 1 . 5 0 ( S D L N - 8 ) RI M = 2 9 3 . 0 6 SD M H 3 C ST A = 2 0 + 7 6 . 7 8 , 3 . 0 1 ' R (S N O W D A L E ) 18 " I E I N = 2 8 6 . 3 0 ( N ) 12 " I E I N = 2 8 6 . 5 0 ( W ) 10 " I E I N = 2 8 7 . 4 0 ( S E ) 18 " I E O U T = 2 8 5 . 4 8 ( S W ) ST A = 7 + 0 6 . 3 1 ( S D L N - 3 ) RI M = 2 9 3 . 4 4 98.47 LF 12" (PVC) @ S=0.0132 73.80 LF 12" (PVC) @ S=0.0339 202.00 LF 12" (PVC) @ S=0.0532 41.50 LF 12" (PVC) @ S=0.0205 8" WT/10" SD 0.81' CLR 8" WT/10" SD 0.52' CLR 8" DI WATER 30 0 . 8 2 30 0 . 6 1 30 0 . 5 5 30 0 . 9 0 30 0 . 6 5 8" 29 8 . 0 4 29 7 . 9 9 29 7 . 8 8 30 4 . 5 3 28 6 . 9 9 28 7 . 4 7 28 7 . 4 1 29 2 . 8 9 0.0340 0.0518 29 2 . 7 5 28 6 . 7 5 28 6 . 0 5 NO T C O N S T R U C T E D 0.0227 0.0175 10 + 0 0 18+00 19+00 20+00 23 + 0 0 1 + 0 0 7+001+002+003+004+00 S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D W W W W W W W W W W W W W W W W W W W W W S S SD S S SD S S SD S S SD SS SD SS S D S S S S S D S S SD SS SD SS PGE 644 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S S S S S S S S SD S D S D SNOWDALE ST 16 5 T H AV E 2 2 3 (TYP) 1 1 (TYP) 6.00' PUE, TYP.3 (TYP) (TYP) 5B12 2 SDCB 3C.1 SDMH 3C SDMH 8A SDCI 8A.2 SDCI 8A.1 SDMH 8B SDCI 8C.2 SDMH 8C SDCI 8C.1 SDCB 8B.1 4 3F 3E1 (TYP) 5A 13G6.00' PUE, TYP. RE D F O X T E R 3H TL 3500 EXISTING R/W SDLN-8 SD L N - 3 S D S D 118116 TRACT E117 120119 127 122121 SDCI 8C.1 17+59.31, 15.50' L (SNOWDALE) RIM/TC = 307.04 10" IE OUT = 298.65 17.39 LF (PVC) @S=-0.1464 SDCI 8C.2 17+57.49, 15.50' R (SNOWDALE) RIM/TC = 307.06 10" IE OUT = 302.00 13.73 LF (PVC) @S=0.0583 SDCI 8A.1 20+29.27, 15.49' L (SNOWDALE) RIM/TC = 293.41 6 IE IN = 288.83 17.53 LF (PVC) @S=0.0200 10" IE OUT = 288.50 19.45 LF (PVC) @S=0.0411 SDCI 8A.2 20+35.28, 15.51' R (SNOWDALE) RIM/TC = 293.26 6 IE IN = 288.65 17.50 LF (PVC) @S=0.0200 10" IE OUT = 288.45 12.50 LF (PVC) @S=0.0600 SDCB 3C.1 22+74.48, 12.50' R (165TH) RIM = 292.36 10" IE OUT = 287.53 22.87 LF (PVC) @S=0.0057 SDCB 8B.1 10+32.50, 7.00' R (REDFOX) RIM = 305.09 10" IE OUT = 297.00 3.50 LF (C900) @S=0.0771 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L 1 INCH = 20 FEET 20 10 20 SCALE 0 17.3 SNOWDALE ST STREET & STORM PLAN & PROFILE SN O W D A L E S T SE E S H E E T 17 . 2 SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REDFOX TER SEE SHEET 23.1 165TH AVE SEE SHEET 12.1 STREET SDLN-3 SEE SHEET 27.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 116 4+30.14 SDLN-8 30.18 0.0200 302.22 D3034 117 3+67.98 SDLN-8 30.00 0.0399 301.08 D3034 118 3+28.00 SDLN-8 30.00 0.0368 298.83 D3034 119 2+86.00 SDLN-8 36.00 0.0200 296.21 D3034 120 2+32.00 SDLN-8 36.00 0.0200 293.34 D3034 121 1+86.00 SDLN-8 36.00 0.0200 290.89 D3034 122 SDCI 8A.1 17.53 0.0200 289.18 D3034 TL3500 2+74.00 SDLN-8 30.00 0.0200 295.45 D3034 TL3500 2+28.00 SDLN-8 30.00 0.0200 293.00 D3034 TL3500 1+81.60 SDLN-8 30.00 0.0200 290.53 D3034 TL3500 SDCI 8A.2 17.50 0.0200 289.00 D3034 GENERAL NOTES: 1.CONSTRUCT SNOWDALE ST AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 18+29.78, 14.00' LT (SNOWDALE ST) 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 116 17+26.36, 14.00' RT 16.00 117 17+72.17, 14.00' RT 16.00 118 18+22.78, 14.00' RT 16.00 TRACT E 18+72.78, 14.00' RT 16.00 119 18+84.78, 14.00' LT 16.00 120 19+14.78, 14.00' LT 16.00 121 19+64.77, 14.00' LT 16.00 122 20+14.78, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3E 3F INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-2) PER ODOT DWG NO. RD364, SHEET DTL6. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 5A 3G 3H 5B 4 5 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 7 ) S T - S N O W D A L E . d w g - S H E E T : 17 . 3 Se p . 1 0 , 1 8 - 12 : 4 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 289.16 0.0869 289.544" 293.74 302.06 0.0713 301.43 0.0386 287.97 0.0216 288.424" 292.97 303.80 1.0326 305.48 0.0135 301.631.1 3+77.5 0.052331.1 0.0623 299.331.6 0.0787 298.037.4 0.0377 293.736.3 0.022336.7 0.0799 290.916.7 0.0584 296.430.9 0.0303 293.131.2 0.0383 290.931.0 NOT CONSTRUCTED NOT CONSTRUCTED FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 9+71 10+00 11+00 12+00 13+00 13+50 -2.50% 5.97% PVI STA = 10+00.00 ELEV = 304.50 LOW PT STA: 10+33.09 LOW PT ELEV: 303.83 PVI STA:10+41.76 PVI ELEV:303.46 K:5.00 LVC:42.33 BV C S : 1 0 + 2 0 . 6 0 BV C E : 3 0 3 . 9 9 EV C S : 1 0 + 6 2 . 9 3 EV C E : 3 0 4 . 7 2 PVI STA: 11+85.56 PVI ELEV: 312.04 K: 13.40 LVC: 169.74 BV C S : 1 1 + 0 0 . 7 0 BV C E : 3 0 6 . 9 7 EV C S : 1 2 + 7 0 . 4 3 EV C E : 3 0 6 . 3 5 HIGH PT. STA: 11+80.66 HIGH PT ELEV: 309.36 SD M H 4 C ST A = 1 0 + 8 0 . 7 5 , 3 . 0 0 ' R (B I R D S O N G ) 10 " I E I N = 2 9 9 . 2 0 ( W ) 10 " I E I N = 2 9 9 . 2 0 ( N W ) 12 " I E O U T = 2 9 9 . 0 0 ( E ) ST A = 5 + 7 5 . 0 3 ( S D L N - 4 ) RI M = 3 0 5 . 7 1 SD M H 4 B ST A = 1 2 + 9 9 . 5 7 , 3 . 0 0 ' R (B I R D S O N G ) 12 " I E I N = 2 9 6 . 8 0 ( W ) 6" I E I N = 2 9 8 . 0 0 ( S ) 12 " I E O U T = 2 9 6 . 6 0 ( E ) ST A = 3 + 5 6 . 2 1 ( S D L N - 4 ) RI M = 3 0 4 . 3 2 218.82 LF 12" (PVC) @ S=0.0101 209.74 LF 12" (PVC) @ S=0.0553 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( B I R D S O N G S T ) ST A = 1 2 + 6 3 . 1 7 ( 1 6 9 T H A V E ) EL E V = 3 0 4 . 5 0 CLASS 'B' GRANULAR BEDDING & BACKFILL 8" DI WATER 8" WT/10" SD 0.85' CLR 30 4 . 7 6 29 9 . 3 3 0.0116 5+ 8 7 . 0 29 9 . 3 3 29 9 . 2 4 232.59 30 4 . 2 2 29 6 . 5 4 3+ 5 4 . 5 29 7 . 5 9 29 6 . 2 0 4" W W W W W W W W W W W W W W W W W W W W S D S S S D S S S D S S S D S S S D S S S S S D S S S D S S S D S S SS SD SS SS SS SS S S S S S D SS SS 13 + 0 0 10+00 11+00 12+00 13+00 101 9798 13 107 102 100 11 12 99 105 109 103 10 104 14 106 108 110 4 + 0 0 5 + 0 0 4+005+005+87 S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS BIRDSONG ST SD 16 9 T H AV E SDMH 2D SDCI 2D.2 SDCI 2D.1 SDCI 4C.1 SDMH 4C SDCI 4C.2 SDMH 4B 2 3 (TYP) 3B 6.00' PUE, TYP. 1 (TYP) 6.00' PUE, TYP. 3 (TYP) 3 (TYP) 3A 1 (TYP) 2 (TYP) 2 (TYP) 2 (TYP) 1F 2 SDLN-4 SD L N - 2 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDCI 4C.1 10+48.51, 15.50' L (BIRDSONG) RIM/TC = 304.20 6 IE IN = 301.33 17.50 LF (PVC) @S=0.0202 10" IE OUT = 301.00 37.17 LF (PVC) @S=0.0484 SDCI 4C.2 10+48.51, 15.50' R (BIRDSONG) RIM/TC = 304.20 6 IE IN = 299.71 17.50 LF (PVC) @S=0.0200 10" IE OUT = 299.38 34.58 LF (PVC) @S=0.0051 1 INCH = 20 FEET 20 10 20 SCALE 0 18.1 BIRDSONG ST STREET & STORM PLAN & PROFILE BI R D S O N G S T SE E S H E E T 18 . 2 BIRDSONG ST - PLAN SCALE: 1" = 20' BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 11.2 169TH AVE SEE SHEET 11.1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 97 2+84.78 SDLN-4 36.00 0.0445 294.50 D3034 98 3+38.78 SDLN-4 36.00 0.0621 298.12 D3034 99 3+87.23 SDLN-4 36.00 0.1107 301.35 D3034 100 4+41.78 SDLN-4 36.00 0.1627 303.77 D3034 101 4+84.78 SDLN-4 36.00 0.1620 304.18 D3034 102 5+30.78 SDLN-4 36.00 0.1188 303.09 D3034 103 SDCI 4C.1 17.72 0.0200 301.68 D3034 104 SDCI 4C.2 17.50 0.0200 299.16 D3034 105 5+35.78 SDLN-4 30.00 0.1349 302.91 D3034 106 4+89.78 SDLN-4 30.00 0.1930 304.19 D3034 107 4+31.78 SDLN-4 30.00 0.1932 303.61 D3034 108 3+81.78 SDLN-4 30.00 0.1257 301.08 D3034 109 SDMH 4B 30.00 0.0453 299.36 D3034 110 2+89.78 SDLN-4 30.00 0.0578 294.91 D3034 GENERAL NOTES: 1.CONSTRUCT BIRDSONG ST AVE PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 97 13+41.00, 14.00' LT 16.00 98 12+91.00, 14.00' LT 16.00 99 12+41.00, 14.00' LT 16.00 100 11+91.00, 14.00' LT 16.00 101 11+49.00, 14.00' LT 16.00 102 10+99.00, 14.00' LT 16.00 103 10+69.00, 14.00' LT 16.00 104 10+69.00, 14.00' RT 16.00 105 10+99.00, 14.00' RT 16.00 106 11+49.00, 14.00' RT 16.00 107 11+99.00, 14.00' RT 16.00 108 12+44.00, 14.00' RT 16.00 109 12+94.00, 14.00' RT 16.00 110 13+36.00, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 1F Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 8 ) S T - B I R D S O N G . d w g - S H E E T : 18 . 1 Se p . 1 0 , 1 8 - 12 : 4 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0757 295.435.7 299.76 0.0161 300.04 304.86 4" 26.78 0.0021 299.59 303.83 4" 23.50 3+37.5 0.0775 298.436.5 0.1010 300.936.5 0.1502 303.2 0.1334 303.236.4 0.119935.4 0.0651 301.318.6 0.0330 300.320.0 0.1199 302.530.2 0.1460 302.729.6 0.1505 302.229.8 0.1385 301.229.3 0.0634 299.5 0.058631.3 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 13+50 14+00 15+00 16+00 17+00 18+00 18+50 SD M H 4 A ST A = 1 5 + 0 9 . 3 1 , 3 . 0 0 ' R (B I R D S O N G ) 12 " I E I N = 2 8 5 . 0 0 ( W ) 10 " I E I N = 2 8 5 . 0 0 ( S W ) 10 " I E I N = 2 8 5 . 0 0 ( N W ) 12 " I E O U T = 2 8 4 . 8 0 ( E ) ST A = 1 + 4 6 . 4 7 ( S D L N - 4 ) RI M = 2 9 0 . 7 0 SD M H 1 B ST A = 1 5 + 5 4 . 7 1 , 3 . 0 0 ' R (B I R D S O N G ) 18 " I E I N = 2 7 6 . 1 0 ( E ) 24 " I E I N = 2 8 3 . 0 0 ( N ) 12 " I E I N = 2 8 2 . 0 0 ( W ) 24 " I E O U T = 2 7 5 . 5 9 ( S ) ST A = 1 + 0 1 . 0 7 ( S D L N - 4 ) RI M = 2 8 8 . 7 3 SD M H 3 A ST A = 1 6 + 5 2 . 6 1 , 4 . 7 0 ' R (B I R D S O N G ) 18 " I E I N = 2 7 6 . 7 9 ( E ) 18 " I E O U T = 2 7 6 . 5 9 ( W ) ST A = 1 + 9 8 . 2 7 ( S D L N - 3 ) RI M = 2 8 4 . 2 0 SD M H 3 B F L A T T O P ST A = 1 7 + 9 9 . 1 0 , 1 . 3 3 ' R (B I R D S O N G ) 18 " I E I N = 2 7 7 . 7 2 ( N E ) 18 " I E O U T = 2 7 7 . 5 2 ( W ) ST A = 3 + 4 4 . 9 1 ( S D L N - 3 ) RI M = 2 8 1 . 5 5 FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 45.40 LF 12" (PVC) @ S=0.0617 98.27 LF 18" (PVC ASTM F679) @ S=0.0050 209.74 LF 12" (PVC) @ S=0.0553 146.64 LF 18" (PVC ASTM F679) @ S=0.0050 361.40 LF 18" (PVC ASTM F679) @ S=0.0215 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 5 + 5 7 . 2 5 ( B I R D S O N G S T ) ST A = 2 0 + 6 6 . 2 2 ( R I V E R T E R R A C E ) EL E V = 2 9 0 . 5 3 MANHOLE RIMS WILL BE RAISED TO FUTURE STREET GRADE WHEN STREET IS EXTENDED (UNDER SEPARATE PERMIT) -2.50% -6.70% -5.71% 1.50%2.50%-1.50% -0.99% PVI STA = 15+75.25 ELEV = 290.71 PVI STA = 14+74.77 ELEV = 292.66 PVI STA:15+15.06 PVI ELEV:290.36 K:7.00 LVC:50.44 BV C S : 1 4 + 8 9 . 8 4 BV C E : 2 9 1 . 8 0 EV C S : 1 5 + 4 0 . 2 8 EV C E : 2 9 0 . 7 4 PVI STA:16+05.25 PVI ELEV:290.26 K:59.32 LVC:30.00 BV C S : 1 5 + 9 0 . 2 5 BV C E : 2 9 0 . 4 8 EV C S : 1 6 + 2 0 . 2 5 EV C E : 2 9 0 . 1 1 EN D O F S T R E E T C O N S T R U C T I O N ST A = 1 5 + 0 0 . 6 5 ( B I R D S O N G S T ) EL E V = 2 9 7 . 2 7 8" DI WATER 8" DI WATER 8" WT/10" SD 1.52' CLR 5.37' PIPE COVER (I N S I D E D R O P ) (I N S I D E D R O P ) 24 " 28 9 . 5 3 27 2 . 7 5 28 1 . 6 3 28 1 . 8 7 27 2 . 5 1 28 4 . 7 6 28 4 . 6 3 28 4 . 6 0 1+ 4 5 . 0 28 7 . 9 5 27 8 . 2 5 3+ 4 5 . 5 27 5 . 0 5 10 " I E I N = 2 7 9 . 1 5 ( S ) 10 " I E I N = 2 7 8 . 3 4 ( N W ) 28 8 . 0 0 27 3 . 7 2 1+ 9 9 . 0 27 3 . 4 9 6" I E I N = 2 7 6 . 7 2 ( S ) 0.0091 24 " 24" 0.0075 98.90 SDCB 4A.1 14+98.65, 12.50' L (BIRDSONG) RIM = 291.04 10" IE OUT = 285.38 18.81 LF (PVC) @S=0.0200 SDCB 4A.2 14+98.65, 12.50' R (BIRDSONG) RIM = 291.04 10" IE OUT = 285.29 14.28 LF (PVC) @S=0.0200 W W W W W W W W W W W W W W W S D S S S D S S S D S S S S S S S D S S SD S S S D S S PG E 64 4 W W W W SW R I V E R T E R R A C E B O U L E V A R D 20 + 0 0 21 + 0 0 14+00 15+00 16+00 17+00 18+00 112 94 111 95 113 96 3+ 0 0 4 + 0 0 1+00 2+00 3+00 1+00 2+003+00 S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S D S D SD SDCB 4A.1 SDCB 4A.2 SDMH 4A SDMH 1B SDMH 3A SDMH 3B FLAT TOPBIRDSONG ST 6.00' PUE, TYP. 6.00' PUE, TYP. 3 (TYP) 3 (TYP)2 15D 5C 1C 1 2 1 FUTURE BIRDSONG ST (TYP) (TYP) 9 FU T U R E S W R I V E R T E R R A C E B O U L E V A R D 25' TEMPORARY EMERGENCY VEHICLE TURN AROUND EASEMENT SDLN-4 SD L N - 1 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L 1 INCH = 20 FEET 20 10 20 SCALE 0 18.2 BIRDSONG ST STREET & STORM PLAN & PROFILE BI R D S O N G S T SE E S H E E T 18 . 1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 95 1+92.78 SDLN-4 36.00 0.0200 288.53 D3034 96 2+46.78 SDLN-4 36.00 0.0320 291.95 D3034 111 2+51.78 SDLN-4 30.00 0.0432 292.37 D3034 112 1+97.78 SDLN-4 30.00 0.0221 288.75 D3034 STREET NOTES: CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT EMERGENCY VEHICLE TURN AROUND PER DETAIL 165, SEE SHEET DTL2. 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 95 14+33.00, 14.00' LT 16.00 96 13+91.00, 14.00' LT 16.00 111 13+89.00, 14.00' RT 16.00 112 14+34.00, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 5C 5D BIRDSONG ST - PLAN SCALE: 1" = 20' BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 10.2 SDLN-1 SEE SHEET 10.1 SD L N - 3 SE E S H E E T 27 . 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT BIRDSONG ST PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."FUTURE BIRDSONG ST" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5 9 1C Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 8 ) S T - B I R D S O N G . d w g - S H E E T : 18 . 2 Se p . 1 0 , 1 8 - 12 : 4 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 286.67 291.80 22.94 4" IE IN = 287.35 18.29 LF (PVC) @S=0.0200 0.0889 285.98 291.43 16.43 4" IE IN = 286.73 16.36 LF (PVC) @S=0.0200 0.0743 0.0365 289.137.0 0.0518 292.636.5 0.047730.7 0.0655 290.029.7 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 9+75 10+00 11+00 12+00 13+00 -2.50% -1.98% -3.20% -5.00% PV I S T A = 1 0 + 0 0 . 0 0 ST A = 2 6 + 4 2 . 1 6 EL E V = 3 1 6 . 2 4 PVI STA = 11+33.81 ELEV = 311.44 PVI STA: 11+10.31 PVI ELEV: 311.91 K: 13.20 LVC: 39.85 BV C S : 1 0 + 9 0 . 3 8 BV C E : 3 1 2 . 9 1 EV C S : 1 1 + 3 0 . 2 3 EV C E : 3 1 1 . 5 1 PVI STA: 10+60.98 PVI ELEV: 314.38 K: 11.08 LVC: 20.00 BV C S : 1 0 + 5 0 . 9 8 BV C E : 3 1 4 . 7 0 EV C S : 1 0 + 7 0 . 9 8 EV C E : 3 1 3 . 8 8 SD M H 3 F ST A = 9 + 9 7 . 0 0 , 3 . 0 0 ' R (L U K E L A N E ) 12 " I E I N = 3 0 9 . 0 0 ( N ) 12 " I E I N = 3 0 6 . 7 9 ( E ) 10 " I E I N = 3 0 9 . 0 0 ( S W ) 12 " I E I N = 3 1 0 . 0 0 ( N E ) 12 " I E O U T = 3 0 6 . 5 9 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 5 ) RI M = 3 1 5 . 9 8 SD M H 1 5 A ST A = 1 1 + 2 4 . 3 0 , 3 . 0 0 ' R (L U K E L A N E ) 10 " I E I N = 3 0 7 . 6 3 ( N ) 10 " I E I N = 3 0 8 . 9 3 ( S ) 12 " I E O U T = 3 0 7 . 4 3 ( W ) ST A = 2 + 2 7 . 3 0 ( S D L N - 1 5 ) RI M = 3 1 1 . 5 7 127.30 LF 12" (C-900) @ S=0.0050 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" WTR 0.50' CLR 8" WTR 4.31' CLR IN T E R S E C T I O N (L U K E ) ( S T R E E T G ) EN D O N S I T E C O N S T R U C T I O N ST A = 1 1 + 2 9 . 9 9 ( L U K E ) EL E V = 3 1 2 . 1 5 IN S I D E D R O P IN S I D E D R O P FL A T T O P ST A = 1 2 + 3 6 . 2 4 ( L U K E ) EL E V = 3 0 8 . 3 1 LIMITS OF GRIND AND OVERLAY 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 9+75 10+00 11+00 12+00 13+00 0.0064 30 8 . 6 2 30 6 . 6 1 30 8 . 7 4 30 9 . 5 9 30 6 . 2 9 30 8 . 3 2 10+00 11+00 12+00 13+00 26 + 0 0 27 + 0 0 150 151 1 0 + 0 0 1 1 + 0 0 S D S D S D W W W W W W W W W W W W S S PG E 64 4 SDLN-15 S S S S S S S S S S S S 3A 1A SW LUKE LANE S D S D S D S D S D S D S D SD 3B1D SDCI 3F.1 SDMH 3F SDCI 3F.2 SDCI 15A.1 SDCI 15A.2 SDMH 15A 1A 1B 2 6.00' PUE 6.00' PUE 2+271+00 2+00 142 143 CONTRACTOR SHALL VERIFY EXISTING WATER LINE LOCATION PRIOR TO MAIN CONNECTION TO EXISTING WATERLINE ALONG LUKE LANE, NOTIFY ENGINEER OF CONFLICTS. S D EXISTING ROW EXISTING TEMPORARY EMERGENCY VEHICLE TURNAROUND EASEMENT TO BE TRANSFERRED TO 8' P.U.E. PROPOSED RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE EXISTING TEMPORARY EMERGENCY VEHICLE TURNAROUND EASEMENT TO BE TRANSFERRED TO 8' P.U.E. SAWCUT MATCH EXISTING GRADE, TYP. BEGIN SAWCUT AND SIDEWALK CONSTRUCTION STA = 12+36.24 24 24 R39.50' R39.50' REMOVE EXISTING DRIVEWAY DROP AND REPLACE WITH CONCRETE DRIVEWAY. 309.50 (EG 309.83) 312.11 (EG 311.49) 310.00 309.90 309.40 RECONSTRUCT LUKE LANE PER CURB REPLACEMENT DETAIL, THIS SHEET R25.00' TYP. R25.00' TYP. R25.00' TYP. R25.00' TYP. (EG 309.19) 309.07 309.44 308.97 309.36 3 3 312.01 311.51 (EG 312.20) 311.61 310.92 310.82 311.12 311.21 13 8.00' PUE, TYP. S D S D S D S D S D S D S D S D S D S D SD S D S D S D S D S D S D S D S D S D S D S D SD S D SDCI 15A.1 11+24.29, 15.50' L (LUKE LANE) RIM/TC = 311.77 10" IE OUT = 308.30 18.50 LF (C900) @S=0.0362 SDCI 15A.2 11+24.29, 15.50' R (LUKE LANE) RIM/TC = 313.44 10" IE OUT = 311.08 12.50 LF (C900) @S=0.1722 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - PARKING ON BOTH SIDES PUE 6' B2 PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 4 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.07' L SDMH 3F PLAN 12" IN N IE: 306.79 48" SD 3F RIM: 315.98 305.00 310.00 315.00 SDMH 3F ROLLOUT DETAIL 0.31' 4.63' 2.13' 1.33' 0.07' 12" IN N IE: 310.00 12" IN E IE: 305.94 12" OUT S IE: 306.59 10" IN SW IE: 309.00 12" IN N IE: 306.79 12" IN N IE: 310.00 12" IN E IE: 306.79 12" OUT S IE: 306.59 10" IN SW IE: 309.00 1.61' 2.28' 1 INCH = 20 FEET 20 10 20 SCALE 0 19 SW LUKE LN STREET & STORM PLAN & PROFILE SW LUKE LANE - PLAN SCALE: 1" = 20' SW LUKE LANE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' STREET G SEE SHEET 12.2 STREET G SEE SHEET 12.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT LUKE LANE PER TYPICAL STREET SECTION B2, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 1, SHEET DTL2. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. GRIND TOP 1" OF EXISTING ASPHALT & OVERLAY 2" LEVEL II FOR THE LIMITS SHOWN ON THE PLAN PER DETAIL 5, SHEET DTL1. 1A 2 INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL FLAT TOP MANHOLE PER CWS DWG NO. 050, SHEET DTL4. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL 3" PVC DRAIN PIPE FROM EXISTING WEEP HOLE LOCATION TO WEEP HOLE IN NEW FACE OF CURB. STORM NOTES: 1 3 3B 1D 1B OFFSITE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH NORTH 11+57.29, 13.93' LT 16.00 SOUTH 11+79.84, 13.83' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 24 CURB REPLACEMENT DETAIL PROPOSED CURB AND GUTTER PROPOSED 5' SIDEWALK EXISTING CURB TO BE REMOVED EXISTING PAVEMENT EXISTING PAVEMENT TO BE REMOVED CONSTRUCT BACK OF SIDEWALK AT ELEVATION 1" ABOVE EXISTING BACK OF CURB 13 WASHINGTON COUNTY FACILITY PERMITCITY OF TIGARD PFI PERMIT GRIND 1" OF EXISTING ASPHALT OVERLAY 2" OF NEW LEVEL II ASPHALT Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 1 9 ) S T - L U K E L A N E . d w g - S H E E T : 19 Se p . 1 0 , 1 8 - 12 : 4 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 308.43 0.0432 308.77 0.0360 311.72 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 29+0030+0031+0032+0033+0033+50 3.87% 2.13% PVI STA = 33+16.58 ELEV = 308.83 PVI STA = 33+28.28 ELEV = 309.08 PVI STA: 30+37.71 PVI ELEV: 298.04 K: 13.40 LVC: 212.70 BV C S : 2 9 + 3 1 . 3 6 BV C E : 3 1 0 . 8 1 EV C S : 3 1 + 4 4 . 0 6 EV C E : 3 0 2 . 1 6 LOW PT. STA: 30+92.22 LOW PT ELEV: 301.16 8" DI WATER 8" WT 2.01' CLR 8" WT 0.50' CLR 8" WT 7.51' CLR 8" DI WATER 8" WT 2.01' CLR 8" WT 0.50' CLR 8" WT 7.51' CLR SD M H 1 2 B F L A T T O P ST A = 3 0 + 9 2 . 0 2 , 3 . 0 0 ' L (A U T U M N V A L E ) 12 " I E I N = 2 9 6 . 2 4 ( E ) 10 " I E I N = 2 9 6 . 4 3 ( S ) 10 " I E I N = 2 9 6 . 4 3 ( N ) 12 " I E O U T = 2 9 6 . 1 4 ( W ) ST A = 2 + 6 7 . 7 5 ( S D L N - 1 2 ) RI M = 3 0 1 . 0 8 SD M H 1 2 A ST A = 3 3 + 2 1 . 7 7 , 3 . 0 0 ' L (A U T U M N V A L E ) 12 " I E I N = 3 0 3 . 2 0 ( S ) 12 " I E I N = 2 9 4 . 9 9 ( E ) 12 " I E O U T = 2 9 4 . 7 9 ( N ) ST A = 0 + 3 8 . 0 0 ( S D L N - 1 2 ) RI M = 3 0 9 . 1 6 SD M H 1 2 C ST A = 3 0 + 0 4 . 9 8 , 0 . 5 5 ' R (A U T U M N V A L E ) 12 " I E I N = 2 9 7 . 0 5 ( S E ) 12 " I E O U T = 2 9 6 . 7 1 ( W ) ST A = 3 + 5 4 . 5 2 ( S D L N - 1 2 ) RI M = 3 0 3 . 9 8 SD M H 1 2 D ST A = 2 9 + 6 6 . 3 9 , 4 . 3 3 ' R (A U T U M N V A L E ) 12 " I E I N = 3 0 0 . 7 9 ( S ) 6" I E I N = 3 0 1 . 0 9 ( N E ) 12 " I E O U T = 3 0 0 . 5 9 ( N W ) ST A = 3 + 9 4 . 0 9 ( S D L N - 1 2 ) RI M = 3 0 6 . 9 1 39.56 LF 12 " ( P V C ) @ S=0.0896 86.77 LF 12" (C-900) @ S=0.0054229.75 LF 12" (C-900) @ S=0.0050 INTERSECTION STA=33+28.29 (AUTUMNVALE) STA=12+36.00 (ALLEY B) ELEV=309.01 CLASS 'B' GRANULAR BACKFILL & BEDDING (I N S I D E D R O P ) 11.72% IN T E R S E C T I O N ST A = 2 9 + 5 9 . 3 2 ( A U T U M N V A L E ) ST A = 2 9 + 5 6 . 3 0 ( A U T U M N V A L E LN ) EL E V = 3 0 7 . 9 6 30 9 . 0 1 29 7 . 4 6 0.0093 29 7 . 0 5 30 0 . 9 8 30 1 . 1 2 30 1 . 4 1 4" 30 0 . 5 5 4" I E I N = 3 0 3 . 2 1 ( W ) 0.0781 29 6 . 3 3 29 6 . 3 3 29 6 . 0 3 0.0046 AUTUMNVALE LN 12 + 0 0 30 + 0 0 31+0032+0033+00 -0+370+001+00 2+00 0 + 0 0 1+00 2+00 3+00 4 + 0 0 1 + 0 0 SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD S D W W W W W W W W W W W W W W W W W W SD SS SD SS SS SD SS SD SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS S S SD SD SD S D SDMH 12B FLAT TOP SDCI 12B.1 SDCI 12B.2 SDMH 12C SDMH 12D SDMH 12A SDCB 11A.1 SDMH 11A SDCB 12A.1 3B 3 6.00' PUE, TYP. 1 1D1C 3C SDLN-12 1 3A 3333 2222 SDLN-11 REFER TO SHT. 29 FOR WATER QUALITY FACILITY DESIGN WATER QUALITY/ DETENTION POND 50.00' SLOPE TRANSITION REFER TO CR SHEETS 2 SD #06D103 159157 160156 171 155 158 172 TRACT N TRACT Q TRACT S SDCB 12A.1 12+10.86, 12.29' R (ALLEY B) RIM = 310.52 10" IE OUT = 305.66 8.79 LF (PVC) @S=0.0686 SDCI 12B.1 30+92.02, 15.50' R (AUTUMNVALE) RIM/TC = 301.28 10" IE OUT = 296.52 18.50 LF (C-900) @S=0.0050 SDCI 12B.2 30+92.03, 15.50' L (AUTUMNVALE) RIM/TC = 301.28 6 IE IN = 296.82 17.50 LF (C-900) @S=0.0387 10" IE OUT = 296.49 12.50 LF (C-900) @S=0.0050 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. PRIVATE STREET - PARKING ON BOTH SIDES PUE 6' H PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.02' L 1 INCH = 20 FEET 20 10 20 SCALE 0 20.1 AUTUMNVALE LN STREET & STORM PLAN & PROFILE AUTUMNVALE LN - PLAN SCALE: 1" = 20' AUTUMNVALE LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' ALLEY B SEE SHEET 24 AUTUMNVALE LN SEE SHEET 20.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL FLAT TOP MANHOLE PER CWS DWG NO. 050, SHEET DTL4. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 155 SDMH 12D 37.31 0.0200 301.84 D3034 156 0+81.49 SDLN-12 30.00 0.2070 301.67 D3034 157 1+60.42 SDLN-12 30.00 0.1113 299.19 D3034 158 2+24.42 SDLN-12 30.00 0.0206 296.79 D3034 159 SDCI 12B.2 17.50 0.0387 297.50 D3034 160 3+31.56 SDLN-12 29.96 0.0259 297.61 D3034 GENERAL NOTES: 1.CONSTRUCT AUTUMNVALE LN PER TYPICAL STREET SECTION H, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 156 32+68.38, 14.00' LT 16.00 157 32+38.38, 14.00' LT 16.00 158 31+78.38, 14.00' LT 16.00 159 31+18.38, 14.00' LT 16.00 160 30+58.38, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B 3C 1C 1D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 0 . 1 ) S T - A U T U M N V A L E ( P R I V A T E ) . d w g - S H E E T : 20 . 1 Se p . 1 0 , 1 8 - 12 : 4 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 308.45 0.3744 310.73 0+83.0 0.1921 301.330.1 296.40 296.674" 296.62 0.0152 0.1163 299.3 0.0886 298.930.4 0.0710 297.917.8 3+30.5 0.0792 299.429.8 0.0316 302.638.2 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 265 270 280 290 300 310 320 330 340 350 265 270 280 290 300 310 320 330 340 350 27+85 28+00 29+00 30+00 30+20 -12.00% PVI STA: 30+37.71 PVI ELEV: 298.04 K: 13.40 LVC: 212.70 BV C S : 2 9 + 3 1 . 3 6 BV C E : 3 1 0 . 8 1 EV C S : 3 1 + 4 4 . 0 6 EV C E : 3 0 2 . 1 6 PVI STA: 28+42.40 PVI ELEV: 321.49 K: 12.00 LVC: 172.16 BV C S : 2 7 + 5 6 . 3 2 BV C E : 3 1 9 . 4 8 EV C S : 2 9 + 2 8 . 4 8 EV C E : 3 1 1 . 1 6 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 2 E ST A = 2 7 + 9 8 . 0 8 , 3 . 0 0 ' R (A U T U M N V A L E ) 6" I E I N = 3 1 4 . 0 0 ( E ) 12 " I E O U T = 3 1 3 . 0 0 ( N ) ST A = 5 + 6 3 . 3 2 ( S D L N - 1 2 ) RI M = 3 1 9 . 6 4 SD M H 1 2 D ST A = 2 9 + 6 6 . 3 9 , 4 . 3 3 ' R (A U T U M N V A L E ) 12 " I E I N = 3 0 0 . 7 9 ( S ) 6" I E I N = 3 0 1 . 0 9 ( N E ) 12 " I E O U T = 3 0 0 . 5 9 ( N W ) ST A = 3 + 9 4 . 0 9 ( S D L N - 1 2 ) RI M = 3 0 6 . 9 1 SD M H 1 2 C ST A = 3 0 + 0 4 . 9 8 , 0 . 5 5 ' R (A U T U M N V A L E ) 12 " I E I N = 2 9 7 . 0 5 ( S E ) 12 " I E O U T = 2 9 6 . 7 1 ( W ) ST A = 3 + 5 4 . 5 2 ( S D L N - 1 2 ) RI M = 3 0 3 . 9 8 169.24 LF 1 2 " ( P V C ) @ S=0.0721 39.56 LF 1 2 " ( P V C ) @ S=0.08 9 6 8" WTR 2.04' CLR 31 2 . 7 1 30 1 . 1 2 30 1 . 4 1 4" 30 0 . 5 5 29 7 . 4 6 29 7 . 0 5 0.0781 0.0685 27+62 28+00 29+00 30 + 0 0 161 153152 160 155154 4+005+005+63 1 2 + 0 0 S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W W SD SS S S S S SD SS SD SS S S SS PGE 644 PGE 644 S S S S S S S S S S S S S S S S S S S S S S S S S S S S AUTUMNVALE LN S D SD S D S D SDMH 17C SDDI 17A SDMH 3H SDCI 3H.2 SDCI 3H.1 6.00' PUE 6.00' PUE SDMH 12D SDMH 12CSDMH 12E SDLN-12 2 (TYP) 1 1 1 3 (TYP) 6 1 1 SDMH 3G S D S D SD SD SD S D #06D103 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. PRIVATE STREET - PARKING ON BOTH SIDES PUE 6' H PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.02' L STA 27+86.80 TO 29+89.29 (INTERSECTION) 1 INCH = 20 FEET 20 10 20 SCALE 0 20.2 AUTUMNVALE LN STREET & STORM PLAN & PROFILE PRIVATE LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. STORM NOTES: 1 2 GENERAL NOTES: 1.CONSTRUCT AUTUMNVALE LN PER TYPICAL STREET SECTION H, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 10.5' WIDE THICKENED AND REINFORCED CONCRETE APRON FLUSH WITH ASPHALT. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. 1 3 6 AUTUMNVALE LN (PRIVATE) - PLAN SCALE: 1" = 20' AUTUMNVALE LN (PRIVATE) - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 16 5 T H A V E SE E S H E E T 12 . 2 WOODGROVE ST SEE SHEET 15.3 AUTUMNVALE LN (PRIVATE) SEE SHEET 20.1 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 152 SDC1 3D.2 30.00 0.0777 316.33 D3034 153 4+88.69 SDLN-12 30.00 0.1211 311.50 D3034 154 4+18.69 SDLN-12 30.00 0.0558 304.49 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 152 27+95.67, 14.00' RT 16.00 153 28+26.05, 14.00' RT 16.00 154 28+97.55, 14.00' RT 16.00 155 29+65.66, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 0 . 2 ) S T - A U T U M N V A L E ( P R I V A T E ) . d w g - S H E E T : 20 . 2 Se p . 1 0 , 1 8 - 12 : 4 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1337 311.930.1 0.0812 305.530.1 0.0344 315.0 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" SS 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 8+75 9+00 10+00 11+00 12+00 13+00 1.50% -2.50% -7.26% 2.50% PV I S T A = 1 0 + 0 0 . 0 0 ST A = 1 2 + 3 8 . 0 0 EL E V = 3 1 9 . 7 1 PVI STA = 12+31.50 ELEV = 310.25 PV I S T A = 1 2 + 5 0 . 0 0 EL E V = 3 1 0 . 7 1 PVI STA: 11+72.65 PVI ELEV: 309.36 K: 13.40 LVC: 117.43 BV C S : 1 1 + 1 3 . 9 3 BV C E : 3 1 3 . 6 3 EV C S : 1 2 + 3 1 . 3 6 EV C E : 3 1 0 . 2 5 LOW PT. STA: 12+11.23 LOW PT ELEV: 310.09 PVI STA: 10+46.00 PVI ELEV: 318.56 K: 12.00 LVC: 57.14 BV C S : 1 0 + 1 7 . 4 3 BV C E : 3 1 9 . 2 7 EV C S : 1 0 + 7 4 . 5 7 EV C E : 3 1 6 . 4 9 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 9 B ST A = 1 0 + 5 0 . 7 0 , 3 . 0 0 ' R (D E S C H U T E S ) 6" I E I N = 3 1 1 . 2 0 ( S ) 6" I E I N = 3 1 1 . 2 0 ( N ) 12 " I E O U T = 3 1 1 . 0 0 ( E ) ST A = 2 + 9 6 . 3 0 ( S D L N - 9 ) RI M = 3 1 7 . 9 0 SD M H 9 A ST A = 1 2 + 0 9 . 4 0 , 3 . 0 0 ' R (D E S C H U T E S ) 12 " I E I N = 3 0 3 . 2 6 ( W ) 10 " I E I N = 3 0 3 . 5 0 ( N W ) 10 " I E I N = 3 0 3 . 5 0 ( S ) 12 " I E O U T = 3 0 3 . 0 6 ( E ) ST A = 1 + 3 7 . 6 0 ( S D L N - 9 ) RI M = 3 1 0 . 0 3 SD M H 3 E ST A = 1 2 + 4 7 . 0 0 , 3 . 0 0 ' R (D E S C H U T E S ) 12 " I E I N = 3 0 3 . 0 0 ( N ) 12 " I E I N = 3 0 2 . 8 7 ( W ) 18 " I E O U T = 3 0 2 . 3 7 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 9 ) RI M = 3 1 0 . 4 9 37.60 LF 12" (PVC) @ S=0.0051 158.69 LF 12" (PV C ) @ S=0.0488 IN T E R S E C T I O N ( D E S C H U T E S ) ( 1 6 5 T H ) 8" SS 2.42' CLR IN T E R S E C T I O N ( D E S C H U T E S ) ( R E D F O X ) 8" DI WATER 8" WAT 1.35' CLR 8" SS 1.51' CLR FINISH GRADE @ NORTH EDGE OF SIDEWALK1.41% 1.41% 1.77% 1.42%1.42% 1.42% PV I S T A = 8 + 9 8 . 0 0 EL E V = 3 1 8 . 0 0 PV I S T A = 9 + 9 0 . 0 0 EL E V = 3 1 9 . 5 9 ST A R T O F S I D E W A L K EN D S I D E W A L K C O N S T R U C T I O N 4.23' PIPE COVER 31 7 . 7 3 31 0 . 9 6 30 2 . 2 0 4"4" 31 0 . 7 3 30 9 . 8 8 30 3 . 7 3 30 3 . 6 2 30 3 . 1 8 0.0471 0.0082 RE D F O X TE R 12 + 0 0 13 + 0 0 11+00 12+00 132 TRACT H 150 133 149 134 3 + 0 0 4 + 0 0 1+002+002+96 S D S D SD SD SD SD SD SD S D S D S D S D S D 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 S D S S S D S S S D S S S D S S S D S S S S S S S D SS S S S D S S S S S S S S S S S S S S SS SS SS S S S S S S S S S S S S S S S S SS SS 2 (TYP)3 DESCHUTES LN S D S D S D SD SD 126 125 143 124 144 123 145146 SDMH 9B SDMH 9A SDMH 3E SDCI 9A.2 SDCI 9A.1 SDMH 10A SDCB 10A.1 6.00' PUE SDLN-9 6.00' PUE 2 (TYP) 3A 3B 1 1 (TYP) 3 (TYP) 6 S D 50.00' CROSS SLOPE TRANSITION REFER TO SHEET CR11 50.00' CROSS SLOPE TRANSITION REFER TO SHEET CR10 10.00' DEMO STORM LATERAL NEW STORM LATERAL #06D103 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. PRIVATE STREET - PARKING ON BOTH SIDES PUE 6' H PLANT. 5' 2.50% R/W PUE 6' PLANT. 5' SW 5' 1 DTL1CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.5'0.5' CURB 0.5' CURB 0.5' TC ELEV = C ELEV + 0.02' L SDCI 9A.1 11+99.12, 15.50' L (DESCHUTES) RIM/TC = 310.28 6 IE IN = 305.33 17.59 LF (PVC) @S=0.0199 10" IE OUT = 305.00 21.16 LF (PVC) @S=0.0709 SDCI 9A.2 12+09.00, 15.50' R (DESCHUTES) RIM/TC = 310.23 6 IE IN = 305.33 17.50 LF (PVC) @S=0.0200 10" IE OUT = 305.00 12.51 LF (PVC) @S=0.1199 1 INCH = 20 FEET 20 10 20 SCALE 0 22 DESCHUTES LN STREET & STORM PLAN & PROFILE PRIVATE * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT DESCHUTES LN (PRIVATE) - PLAN SCALE: 1" = 20' DESCHUTES LN (PRIVATE) - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REDFOX TER SEE SHEET 23 165TH AVE SEE SHEET 12.2 165TH AVE SEE SHEET 12.2 REDFOX TER SEE SHEET 23 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT DESCHUTES LN PER TYPICAL STREET SECTION H, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 3A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 123 SDCI 9A.2 17.50 0.0200 305.68 D3034 124 1+91.00 SDLN-9 30.00 0.0200 306.14 D3034 125 2+37.00 SDLN-9 30.00 0.0200 308.71 D3034 126 SDMH 9B 30.00 0.0200 311.80 D3034 143 SDCI 9A.1 17.59 0.0199 305.68 D3034 144 2+32.00 SDLN-9 36.00 0.0200 308.12 D3034 145 2+50.00 SDLN-9 36.00 0.0200 309.71 D3034 146 SDMH 9B 36.00 0.0200 311.92 D3034 3B STREET NOTES: CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 10.5' WIDE THICKENED AND REINFORCED CONCRETE APRON FLUSH WITH ASPHALT. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3000 PSI AFTER 28 DAYS. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. 3 6 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 123 11+85.00, 14.00' RT 16.00 124 11+35.00, 14.00' RT 16.00 125 10+85.00, 14.00' RT 16.00 126 10+55.00, 14.00' RT 16.00 143 11+74.50, 14.00' LT 16.00 144 11+22.00, 14.00' LT 16.00 145 10+77.00, 14.00' LT 16.00 146 10+48.00, 14.00' LT 16.00 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 2 ) S T - D E S C H U T E S ( P R I V A T E ) . d w g - S H E E T : 22 Se p . 1 0 , 1 8 - 12 : 4 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0+00.0 0.0000 000.000.0 4" 0.0600 310.68 309.91 4"305.19 304.76 0.0912 0.0261 305.718.8 0.0428 309.530.6 0.0310 312.231.6 0.0643 306.517.7 0.0754 310.7 0.0552 310.835.5 0.0780 313.836.7 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 9+80 10+00 11+00 12+00 13+00 14+00 15+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" SS 6.87% 3.26% PV I S T A = 1 0 + 2 4 . 5 0 EL E V = 3 0 5 . 2 6 PV I S T A = 1 4 + 4 3 . 5 0 EL E V = 3 2 6 . 6 4 PVI STA: 12+38.00 PVI ELEV: 319.93 K: 13.40 LVC: 48.31 BV C S : 1 2 + 1 3 . 8 4 BV C E : 3 1 8 . 2 7 EV C S : 1 2 + 6 2 . 1 6 EV C E : 3 2 0 . 7 2 SD M H 1 0 A ST A = 1 2 + 6 3 . 5 5 , 3 . 5 0 ' R (R E D F O X ) 12 " I E I N = 3 1 4 . 7 0 ( N ) 12 " I E O U T = 3 1 4 . 5 0 ( S ) ST A = 3 + 6 6 . 5 5 ( S D L N - 1 0 ) RI M = 3 2 0 . 6 8 SD M H 1 0 B ST A = 1 4 + 1 7 . 5 2 , 3 . 5 0 ' R (R E D F O X ) 6" I E I N = 3 2 0 . 5 0 ( W ) 12 " I E O U T = 3 2 0 . 0 0 ( S ) ST A = 5 + 2 0 . 5 2 ( S D L N - 1 0 ) RI M = 3 2 5 . 7 0 SD M H 8 B ST A = 9 + 9 7 . 0 0 , 3 . 5 0 ' R (R E D F O X ) 12 " I E I N = 2 9 8 . 5 0 ( W ) 12 " I E I N = 2 9 8 . 5 0 ( N ) 12 " I E O U T = 2 9 8 . 3 0 ( E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 0 ) RI M = 3 0 4 . 6 4 266.55 LF 12" (P V C ) @ S=0.0600 153.97 LF 12" (PVC) @ S=0.0344 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( A L L E Y A ) ST A = 1 8 + 2 9 . 7 8 ( S T R E E T D ) EL E V = 3 0 4 . 9 0 8" WTR 1.56' CLR IN T E R S E C T I O N ST A = 1 4 + 6 8 . 0 0 ( A L L E Y A ) ST A = 1 9 + 3 4 . 4 7 ( S T R E E T M ) EL E V = 3 2 6 . 3 4 IN T E R S E C T I O N ST A = 1 2 + 3 8 . 0 0 ( A L L E Y A ) ST A = 1 0 + 0 0 . 0 0 ( S T R E E T F ) EL E V = 3 1 9 . 7 1 4.11' PIPE COVER 4.00' PIPE COVER 0.0372 29 8 . 0 4 29 7 . 9 9 29 7 . 8 8 30 4 . 5 3 0.0596 31 4 . 1 8 31 3 . 8 8 32 0 . 0 7 31 9 . 9 0 4" 10+00 11+00 12+00 13+00 14+00 19 + 0 0 18 + 0 0 132129 TRACT H 133 135 137136128134130131 1+00 2+00 3+00 4+00 5+00 5+21 1 4 + 0 0 1 4 + 6 9 3 + 0 0 4 + 0 0 2 + 9 6 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W S D S S SD SS SD SS S S 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 SS SS SS S S S S S S 19 + 0 0 19 + 0 0 2 (TYP) ALLEY A S D 119 126 139 146 138127 SDMH 3I SDMH 10B SDCB 10A.1 SDMH 10A SDMH 9B SDCB 8B.1 SDMH 8B ST R E E T F SDLN-10 3.00' PUE 3.00' PUE 3.00' PUEST R E E T D ST R E E T M 116B6A1 SW/G 326.49 G 325.58 SW/G 305.02 G 306.74 25.00' CROSS SLOPE TRANSITION 25.00' CROSS SLOPE TRANSITION SW/G 326.83 G 326.03 SW/G 305.47 G 307.19 17 17 #06D103 TRAVEL 9.5' TRAVEL 9.5' LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 N.T.S. PRIVATE STREET NO PARKINGG1 PUE 3' PUE 3' LINEPROPERTY LINE PROPERTY 20' TRACT 19' PAVEMENT TC ELEV = C ELEV + 0.49' L TC ELEV = C ELEV - 0.02' L SDCB 8B.1 10+32.50, 7.00' R (REDFOX) RIM = 305.09 10" IE OUT = 297.00 3.50 LF (C900) @S=0.0771 SDCB 10A.1 12+81.50, 7.00' R (REDFOX) RIM = 321.18 10" IE OUT = 314.00 3.50 LF (PVC) @S=0.1286 1 INCH = 20 FEET 20 10 20 SCALE 0 23 ALLEY A STREET & STORM PLAN & PROFILE ALLEY A - PLAN SCALE: 1" = 20' ALLEY A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' STREET D SEE SHEET 17.3 STREET D SEE SHEET 17.3 STREET F (PRIVATE) SEE SHEET 22 STREET M SEE SHEET 15.3 STREET M SEE SHEET 15.3 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT ALLEY A PER TYPICAL STREET SECTION G1, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 6A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL, SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. INSTALL 12" X 10" TEE. STA: 10+32.50, 3.50' RT (ALLEY A) STA: 12+81.50, 3.50' RT (ALLEY A) STORM NOTES: 1 2 6 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 127 1+38.00 SDLN-10 18.50 0.0200 298.74 D3034 128 1+70.00 SDLN-10 18.50 0.0200 301.04 D3034 129 2+02.00 SDLN-10 18.50 0.0200 303.33 D3034 130 2+34.00 SDLN-10 18.50 0.0200 305.62 D3034 131 2+66.00 SDLN-10 18.50 0.0203 307.92 D3034 132 2+98.00 SDLN-10 18.50 0.0520 310.80 D3034 133 3+59.00 SDLN-10 18.50 0.0595 315.31 D3034 134 3+86.00 SDLN-10 18.50 0.0281 316.14 D3034 135 4+18.00 SDLN-10 18.50 0.0248 317.18 D3034 136 4+50.00 SDLN-10 18.50 0.0220 318.23 D3034 137 4+82.00 SDLN-10 18.50 0.0200 319.29 D3034 138 SDMH 2H 18.50 0.0200 320.87 D3034 6B 17 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 3 ) S T - R E D F O X ( P R I V A T E ) . d w g - S H E E T : 23 Se p . 1 0 , 1 8 - 12 : 4 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0122 300.817.8 303.80 1.0326 305.48 319.30 1.2483 321.00 0.0854 303.917.7 0.0679 305.517.4 0.0246 306.618.1 0.0535 311.0 0.0727 315.018.9 0.0827 317.9 0.0571 318.618.9 0.0699 320.119.1 0.0972 321.818.1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 9+75 10+00 11+00 12+00 13+00 13+25 -8.54% PV I S T A = 1 0 + 2 6 . 5 0 EL E V = 3 2 6 . 8 9 PV I S T A = 1 2 + 6 0 . 0 0 EL E V = 3 0 6 . 9 5 SD M H 1 4 A ST A = 1 0 + 5 6 . 6 9 , 3 . 5 0 ' R (A L L E Y B ) 6" I E I N = 3 1 8 . 5 0 ( W ) 12 " I E O U T = 3 1 8 . 0 0 ( N ) ST A = 2 + 7 6 . 3 1 ( S D L N - 1 4 ) RI M = 3 2 4 . 2 2 SD M H 1 2 A ST A = 1 2 + 3 3 . 0 0 , 3 . 5 0 ' R (A L L E Y B ) 12 " I E I N = 3 0 3 . 2 0 ( S ) 12 " I E I N = 2 9 4 . 9 9 ( E ) 12 " I E O U T = 2 9 4 . 7 9 ( N ) ST A = 0 + 3 8 . 0 0 ( S D L N - 1 2 ) RI M = 3 0 9 . 1 6 SD M H 1 1 A ST A = 1 2 + 7 1 . 0 0 , 3 . 5 0 ' R (A L L E Y B ) 12 " I E I N = 2 9 6 . 3 6 ( W ) 12 " I E I N = 2 9 4 . 4 1 ( S ) 10 " I E I N = 2 9 8 . 2 0 ( S ) 12 " I E O U T = 2 9 4 . 2 1 ( E ) ST A = 0 + 0 0 . 0 0 ( S D L N - 1 2 ) RI M = 3 0 6 . 9 3 SU M P = 2 8 9 . 7 1 8" SS IN T E R S E C T I O N ST A = 1 2 + 3 6 . 0 0 ( A L L E Y B ) ST A = 3 3 + 2 8 . 2 9 ( A U T U M N V A L E ) EL E V = 3 0 9 . 0 0 8" SS 1.10' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING 38.00 LF 12" (PVC) @ S=0.0101 176.31 LF 1 2 " ( P V C ) @ S=0.08 3 9 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( A L L E Y B ) ST A = 1 8 + 3 9 . 4 7 ( W O O D G R O V E ) EL E V = 3 2 6 . 7 0 IN S I D E D R O P IN S I D E D R O P 31 9 . 1 2 0.0847 30 9 . 0 1 4" I E I N = 3 0 3 . 2 1 ( W ) 4" 31 8 . 1 4 0.0179 29 4 . 1 1 29 5 . 9 8 30 6 . 8 1 29 7 . 8 9 29 0 . 1 1 10+00 11+00 12+00 18 + 0 0 33 + 0 0 166 165 170168 156 171169 172167 2 + 0 0 0+001+002+00 SD SD SD SD SD SD SD S D S D S D S D SD W W W W W W W W W W SD SS P G E 6 4 4 P G E P G E 6 4 4 SS SS SS SS SS SS SS S S S S S S S S S S S S SS 18 + 0 0 18 + 0 0 2 (TYP) ALLEY B SDMH SDMH 14A SDCB 12A.1 SDMH 12A SDCB 11A.1 SDMH 11A 1 1C 1G 6B SDLN-14 SDLN-12 AU T U M N V A L E L N 6A WO O D G R O V E S T SD L N - 1 1 3.00' PUE 3.00' PUE SW/G 327.11 SW/G 326.91 25.00' CROSS SLOPE TRANSITION G 324.69 G 325.14 17 S D S D S D TRAVEL 9.5' TRAVEL 9.5' LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 N.T.S. PRIVATE STREET NO PARKINGG1 PUE 3' PUE 3' LINEPROPERTY LINE PROPERTY 20' TRACT 19' PAVEMENT TC ELEV = C ELEV + 0.49' L TC ELEV = C ELEV - 0.02' L SDCB 11A.1 12+57.50, 7.00' R (ALLEY B) RIM = 306.98 10" IE OUT = 302.50 13.95 LF (PVC) @S=0.3083 SDCB 12A.1 12+10.86, 12.29' R (ALLEY B) RIM = 310.52 10" IE OUT = 305.66 8.79 LF (PVC) @S=0.0686 1 INCH = 20 FEET 20 10 20 SCALE 0 24 ALLEY B STREET & STORM PLAN & PROFILE ALLEY B - PLAN SCALE: 1" = 20' ALLEY B - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 15.3 WOODGROVE ST SEE SHEET 15.3 AUTUMNVALE LN (PRIVATE) SEE SHEET 20 SDLN-11 SEE SHEET 28 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT ALLEY B PER TYPICAL STREET SECTION G1, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 6A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL, SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. INSTALL 12" X 10" TEE. 12+10.86, 3.50' RT. (ALLEY B) STORM NOTES: 1 2 6 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 166 SDMH 14A 18.50 0.2000 318.87 D3034 167 2+38.00 SDLN-14 18.50 0.0349 315.68 D3034 168 2+06.00 SDLN-14 18.50 0.0325 312.95 D3034 169 1+74.00 SDLN-14 18.50 0.0302 310.22 D3034 170 1+42.00 SDLN-14 18.50 0.0273 307.48 D3034 171 1+10.00 SDLN-14 18.50 0.0384 305.00 D3034 172 0+16.00 SDLN-12 18.50 0.3967 302.16 D3034 6B 1G 1C 17 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 4 ) S T - A L L E Y B . d w g - S H E E T : 24 Se p . 1 0 , 1 8 - 12 : 5 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 18.3 305.10 0.5283 308.45 0.3743 310.73 2+07.5 0.0862 314.118.0 SDMH 12A 0.0329 303.919.7 1+06.5 0.0610 305.118.2 0.0130 319.417.6 0.0416 310.518.1 18.9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 300 310 320 330 340 350 360 300 310 320 330 340 350 360 10+12 11+00 12+00 13+00 14+00 15+00 15+50 -2.11% 0.50%-0.50% PV I S T A = 1 0 + 2 4 . 5 0 EL E V = 3 3 4 . 5 2 PV I S T A = 1 4 + 9 8 . 4 3 EL E V = 3 2 8 . 3 7 PVI STA: 12+37.65 PVI ELEV: 333.87 K: 20.00 LVC: 32.21 BV C S : 1 2 + 2 1 . 5 5 BV C E : 3 3 3 . 9 5 EV C S : 1 2 + 5 3 . 7 6 EV C E : 3 3 3 . 5 3 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 5 + 2 2 . 9 3 ( A L L E Y M ) ST A = 1 9 + 9 6 . 8 5 ( B L O O M F I E L D ) EL E V = 3 2 7 . 4 9 SD M H 1 3 A ST A = 1 5 + 2 0 . 9 3 , 4 . 7 2 ' L (A L L E Y M ) 12 " I E I N = 3 2 1 . 2 7 ( S ) 10 " I E I N = 3 2 1 . 7 1 ( W ) 6" I E I N = 3 2 2 . 0 7 ( E ) 12 " I E O U T = 3 2 1 . 0 7 ( N ) ST A = 2 + 1 2 . 2 8 ( S D L N - 1 3 ) RI M = 3 2 7 . 6 3 EN D C O N S T R U C T I O N ST A = 1 0 + 2 5 . 0 0 ( A L L E Y M ) EL E V = 3 3 4 . 5 2 8" SS 1.38' CLR 30.59 LF 10" (PVC) @ S=0.0582 PV I S T A = 1 0 + 2 4 . 5 0 EL E V = 3 3 4 . 5 2 PV I S T A = 1 0 + 6 6 . 4 9 EL E V = 3 3 4 . 7 3 PV I S T A = 1 4 + 9 8 . 4 3 EL E V = 3 2 8 . 3 7 0.1635 32 7 . 4 2 32 1 . 0 2 32 1 . 3 0 32 1 . 7 0 11+00 12+00 13+00 14+00 15+00 19 + 3 2 20 + 0 0 181 206204202200198196 193 194 190 186 182 207203199 TRACT J TRACT O 195 188 184 180 205201197 192 191 189 187 185 183 2 + 0 0 S D S D W W W W W S D S S S S S D S S P G E 6 4 4 PG E 64 4 P G E 6 4 4 W W W W W SS SS SS SS SS SS 6A ALLEY M S D S D SD SD SD S D SDCB 11H.1 SDCB 13A.1 SDMH 13A SD L N - 1 3 BL O O M F I E L D A V E 6B 3.00' PUE 3.00' PUE 1 10 10 25.00' CROSS SLOPE TRANSITION G 328.66 G 329.11 SW/G 329.09 SW/G 327.68 N.T.S. PRIVATE STREET NO PARKINGG2 TRAVEL 9.5' TRAVEL 9.5' 20' TRACT 19' PAVEMENT 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PUE 3' PUE 3' LINE PROPERTY LINE PROPERTY LC TC ELEV = C ELEV - 0.02' L TC ELEV = C ELEV + 0.49' L SDCB 11H.1 10+35.06, 7.00' L (ALLEY M) RIM = 334.57 12" IE OUT = 327.00 102.07 LF (PVC) @S=0.0667 SDCB 13A.1 14+90.43, 7.00' L (ALLEY M) RIM = 328.36 10" IE OUT = 323.49 30.59 LF (PVC) @S=0.0582 1 INCH = 20 FEET 20 10 20 SCALE 0 25 ALLEY M STREET & STORM PLAN & PROFILE BLOOMFIELD AVE SEE SHEET 13 ALLEY M - PLAN SCALE: 1" = 20' ALLEY M - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' BLOOMFIELD AVE SEE SHEET 13 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT ALLEY M PER TYPICAL STREET SECTION G2, THIS SHEET. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 6A INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL, SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 6 6B STREET NOTES: CONSTRUCT 20' WIDE TEMPORARY EMERGENCY VEHICLE GRAVEL ACCESS PER DETAIL 7, SHEET DTL1. 10 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 5 ) S T - A L L E Y M . d w g - S H E E T : 25 Se p . 1 0 , 1 8 - 12 : 5 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 332.55 0.1209 334.25 326.30 0.1635 328.00 SW R I V E R T E R R A C E BO U L E V A R D 21 + 0 0 16+00 17+00 18+00 4 + 0 0 1+00 2+00 3+00 4+00 1+00 S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS W W W W W W W W W W W W TRACT E S D S D 25.00' TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT FUTURE S T R E E T C SDLN-3 SDMH 1B SDMH 3A SDMH 3B FLAT TOP 7 1 SDCI 1C.2SDMH 1C 1C 1 EXISTING GROUND @ STREET CENTERLINE 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 0+50 1+00 2+00 3+00 4+00 SD M H 3 B F L A T T O P ST A = 1 7 + 9 9 . 1 0 , 1 . 3 3 ' R (S T R E E T C ) 18 " I E I N = 2 7 7 . 7 2 ( N E ) 18 " I E O U T = 2 7 7 . 5 2 ( W ) ST A = 3 + 4 4 . 9 1 ( S D L N - 3 ) RI M = 2 8 1 . 5 5 SD M H 3 A ST A = 1 6 + 5 2 . 6 1 , 4 . 7 0 ' R (S T R E E T C ) 18 " I E I N = 2 7 6 . 7 9 ( E ) 18 " I E O U T = 2 7 6 . 5 9 ( W ) ST A = 1 + 9 8 . 2 7 ( S D L N - 3 ) RI M = 2 8 4 . 2 0 SD M H 1 B ST A = 1 5 + 5 4 . 7 1 , 3 . 0 0 ' R (S T R E E T C ) 18 " I E I N = 2 7 6 . 1 0 ( E ) 24 " I E I N = 2 8 3 . 0 0 ( N ) 12 " I E I N = 2 8 2 . 0 0 ( W ) 24 " I E O U T = 2 7 5 . 5 9 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 3 ) RI M = 2 8 8 . 7 3 146.64 LF 18" (PVC ASTM F679) @ S=0.005098.27 LF 18" (PVC ASTM F679) @ S=0.0050 CLASS 'B' GRANULAR BACKFILL & BEDDING NATIVE BACKFILL FINISH GROUND @ STREET CENTERLINE (I N S I D E D R O P ) (I N S I D E D R O P ) 28 8 . 0 0 27 3 . 7 2 1+ 9 9 . 0 24 " 28 9 . 5 3 27 2 . 7 5 28 1 . 6 3 28 1 . 8 7 27 2 . 5 1 27 3 . 4 9 6" I E I N = 2 7 6 . 7 2 ( S ) 0.0075 98.90 0.0091 28 7 . 9 5 27 8 . 2 5 3+ 4 5 . 5 27 5 . 0 5 10 " I E I N = 2 7 9 . 1 5 ( S ) 10 " I E I N = 2 7 8 . 3 4 ( N W ) 24" 24 " 1 INCH = 20 FEET 20 10 20 SCALE 0 27.1 SDLN-3 STREET & STORM PLAN & PROFILE SDLN-3 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SDLN-3 - PLAN SCALE: 1" = 20' RIVER TERRACE SEE SHEET 1O.1 SD L N - 3 SE E S H E E T 27 . 2 ST R E E T C SE E S H E E T 18 . 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. STORM NOTES: 1 GENERAL NOTES: 1.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3."FUTURE STREET C" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. 1 7 1C Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 7 ) S T - S D L N 3 . d w g - S H E E T : 27 . 1 Se p . 1 0 , 1 8 - 12 : 5 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 2 0 + 0 0 23+ 0 0 TRACT E 4+00 5+00 6+00 7+00 1 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W S S S S S D S S S D S D S D SDMH 3C SDCB 3C.1 SDMH 8A SDCI 8A.1 SDCI 8A.2 7 1 SDLN-3 S D L N - 8 SDL N - 3 S T R E E T D STR E E T G 25.00' TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT OVER SIZE CORE HOLE TO PROVIDE FOR FUTURE STORM CONNECTION TO SOUTH, WHEN TEMP SDLN-3 IS REMOVED 250 260 270 280 290 300 310 250 260 270 280 290 300 310 4+00 5+00 6+00 7+00 7+50 SD M H 3 C 18 " I E I N = 2 8 6 . 3 0 ( N ) 12 " I E I N = 2 8 6 . 5 0 ( W ) 10 " I E I N = 2 8 7 . 4 0 ( S E ) 18 " I E O U T = 2 8 5 . 4 8 ( S W ) ST A = 7 + 0 6 . 3 1 ( S D L N - 3 ) RI M = 2 9 3 . 4 4 361.40 LF 18" (PVC ASTM F679) @ S=0.0215 NATIVE BACKFILL EXISTING GROUND @ PIPE CENTERLINE FINISH GROUND @ PIPE CENTERLINE FINISH GROUND @ PIPE CENTERLINE 29 2 . 7 5 28 6 . 7 5 28 6 . 0 5 NO T C O N S T R U C T E D 0.0200 1 INCH = 20 FEET 20 10 20 SCALE 0 27.2 SDLN-3 STREET & STORM PLAN & PROFILE SDLN-3 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SDLN-3 - PLAN SCALE: 1" = 20' ST R E E T G SE E S H E E T 12 . 1 STREET D SEE SHEET 17.3 SD L N - 3 SE E S H E E T 27 . 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER INSTALL STORM MANHOLE PER CWS DWG NO. 010. STORM NOTES: 1 GENERAL NOTES: 1.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 3, SHEET DTL1. CONSTRUCT 3' ASPHALT BENCH AT END OF STREET IMPROVEMENTS. 1 7 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 7 ) S T - S D L N 3 . d w g - S H E E T : 27 . 2 Se p . 1 0 , 1 8 - 12 : 5 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 FINISH GRADE @ STORM PIPE CENTERLINE EXISTING GROUND @ STORM PIPE CENTERLINE 8" DI WATER 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 1+502+003+004+005+006+006+15 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS 4.82' CLR 8" SS SD M H 1 1 D ST A = 1 8 + 7 9 . 9 9 , 2 . 0 0 ' R (B L O O M F I E L D ) 12 " I E I N = 3 1 2 . 8 1 ( W ) 12 " I E I N = 3 1 4 . 0 0 ( S ) 10 " I E I N = 3 1 5 . 3 7 ( S W ) 12 " I E O U T = 3 1 2 . 6 1 ( N E ) ST A = 5 + 4 0 . 5 2 ( S D L N - 1 1 ) RI M = 3 2 0 . 9 9 SD M H 1 1 C ST A = 1 8 + 4 9 . 1 3 , 1 9 . 2 4 ' L (B L O O M F I E L D ) 12 " I E I N = 3 0 8 . 1 1 ( S W ) 12 " I E O U T = 3 0 7 . 9 1 ( E ) ST A = 5 + 0 3 . 0 6 ( S D L N - 1 1 ) RI M = 3 1 4 . 9 1 SD M H 1 1 A ST A = 1 2 + 7 1 . 0 0 , 3 . 5 0 ' R (A L L E Y B ) 12 " I E I N = 2 9 6 . 3 6 ( W ) 12 " I E I N = 2 9 4 . 4 1 ( S ) 10 " I E I N = 2 9 8 . 2 0 ( S ) 12 " I E O U T = 2 9 4 . 2 1 ( E ) ST A = 1 + 8 5 . 5 8 ( S D L N - 1 1 ) RI M = 3 0 6 . 9 3 SU M P = 2 8 9 . 7 1 CLASS 'A' NATIVE BACKFILL & BEDDINGCLASS 'B' GRANULAR BACKFILL & BEDDING 85.58 LF 12" (PVC) @ S=0.0375 52.59 LF 12" (PVC) @ S=0.0050 119.27 LF 1 2 " ( P V C ) @ S=0.08 5 2 37.46 LF 12" (DI) @ S=0.1201 8" SS 3.58' CLR IN S I D E D R O P IN S I D E D R O P IN S I D E D R O P 5.58' PIPE COVER 5.20' PIPE COVER SD C I 1 1 B ST A = 3 0 + 5 6 . 3 4 , 2 3 . 0 0 ' L (R I V E R T E R R A C E ) 12 " I E I N = 2 9 7 . 7 5 ( W ) 12 " I E O U T = 2 9 7 . 5 5 ( E ) ST A = 3 + 8 3 . 8 0 ( S D L N - 1 1 ) RI M = 3 0 5 . 3 0 145.63 LF 12" (PVC) @ S=0.0050 SD M H 1 1 I ST A = 3 0 + 5 7 . 7 7 , 2 9 . 5 7 ' R (R I V E R T E R R A C E ) 12 " I E I N = 2 9 7 . 2 8 ( W ) 10 " I E I N = 2 9 7 . 2 8 ( N W ) 12 " I E O U T = 2 9 7 . 0 8 ( E ) ST A = 3 + 3 1 . 2 1 ( S D L N - 1 1 ) RI M = 3 0 5 . 3 2 30 5 . 6 8 29 7 . 8 5 0.0069 3+ 8 6 . 5 31 4 . 4 9 30 7 . 5 4 32 0 . 4 1 31 2 . 4 2 31 5 . 1 6 30 5 . 5 1 29 7 . 1 7 29 7 . 4 0 0.0829 55.21 0.1151 116.86 29 4 . 1 1 29 5 . 9 8 30 6 . 8 1 29 7 . 8 9 29 0 . 1 1 0.0076 12 + 0 0 30 + 0 0 31 + 0 0 1 9 + 0 0 33+00 171 172 2+00 3+00 4+00 5+00 6+00 0 + 0 0 1 + 0 0 1 + 0 0 SD SD SD S D 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 SS S D S S SD SS S S W W W W P G E 6 6 0 PG E 660 SS SS SS 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 1G RI V E R T E R R A C E B O U L E V A R D SD SD SD SD SDCI 11D.1 SDMH 11D SDCI 11C.1 SDMH 11C SDCB 12A.1 SDMH 12A SDCB 11A.1 SDMH 11ASDCI 11B SDCI 11I.1 SDLN-11 SDLN-11 BL O O M F I E L D A V E LEMONGRASS LN AL L E Y B AUTUMNVALE LN 1B1B3A 4 3B SW SCHOLLS FERRY ROAD SANITARY AND STORM EASEMENT, (VAR.) 6A2 (TYP) 1 SD SD SD SD SD SD SDMH 11I 174 173 SDCI 11C.1 18+62.09, 3.73' R (BLOOMFIELD) RIM/TC = 318.66 10" IE OUT = 314.00 11.57 LF (PVC) @S=0.2627 SDCI 11I.1 30+70.99, 22.00' R (RIVER TERRACE) RIM/TC = 303.82 10" IE OUT = 299.03 15.24 LF (PVC) @S=0.1148 SDCB 11A.1 12+57.50, 7.00' R (ALLEY B) RIM = 306.98 10" IE OUT = 302.50 13.95 LF (PVC) @S=0.3083 SDCI 11B 30+56.34, 23.00' L (RIVER TERRACE) RIM/TC = 305.30 12 IE IN = 297.75 119.27 LF (PVC) @S=0.0852 12" IE OUT = 297.55 52.59 LF (PVC) @S=0.0050 1 INCH = 20 FEET 20 10 20 SCALE 0 28 SDLN-11 STORM PLAN & PROFILE LE M O N G R A S S L N SE E S H E E T 14 . 2 SDLN-11 - PLAN SCALE: 1" = 20' SDLN-11 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 10.3 BLOOMFIELD AVE SEE SHEET 13 ALLEY B SEE SHEET 24 AU T U M N V A L E L N SE E S H E E T 20 WA T E R Q U A L I T Y SE E S H E E T 29 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010, SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340, SHEET DTL4. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL, SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 3 INLET DATA: 4 3A 3B 1B 1G 6 6A 2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 173 4+12.05 SDLN-11 10.20 0.5023 305.53 D3034 4 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 8 ) S T - S D L N 1 1 . d w g - S H E E T : 28 Se p . 1 0 , 1 8 - 12 : 5 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 4+14.5 0.3379 303.9 297.85 0.0069 305.68 313.78 0.2308 320.31 13.54 305.10 0.5283 299.20 4" IE IN=303.43 55.21 0.1181 SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) 30 + 0 0 31+0032+0033+00 155 TRACT N 1+00 2+00 0 + 0 0 1+00 2+00 3+00 1 + 0 0 SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD W W W W W W W W W W W W W W W W W W SD SS SD SS SS SD SS SD SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS 1+73 1 + 0 0 SD SD SD S D TRACT S SDLN-11 SDLN-17 SDLN-12 SD L N - 1 4 SDCB 12A.1 SDMH 12A SDCB 11A.1 SDMH SDMH 11A SDMH 12C SDCI 12B.2 SDCI 12B.1 SDMH 12B FLAT TOP SDMH 17C SDDI 17A EXISTING WATER QUALITY FACILITY 1G 1A15A15B 29 0 29 0 29 5 29 5 29 5 3 0 0 3 0 5 289 28 9 29 1 29 1 29 2 29 2 29 3 29 3 29 4 29 4 29 4 2 9 6 2 9 7 2 9 8 2 9 9 3 0 1 3 0 2 3 0 3 3 0 4 8 9A 8 SDDI 17B EXISTING WETLAND 10.00' LONG NOTCH IN WALL STA=30+23.75, 84.90' R ELEV=294.50 18 16 GRADE TO EXISTING DITCH CULVERT A-A 1+00 2+00 STA:2+00.25STA:1+70.25STA:1+40.25STA:1+10.25 290 290 29 0 2 9 5 289 28 9 29 1 291 29 1 29 2 2 9 3 2 9 4 295 29 2 2 9 3 2 9 4 29 6297298299 305 301 3 0 2 3 0 3 30 4 3 0 5 3 1 0 30 1 3 0 2 3 0 3 3 0 4 3 0 6 3 0 7 30 8 309 311 290 289 FREQUENT FLOOD STORAGE ELEVATION SWALE OUTFALL TO POND PER DETAIL, THIS SHEET EXISTING WATER QUALITY FACILITY ACCESS ROAD AUTUMNVALE LN 10' WIDE OVERFLOW CLASS 100 RIPRAP OVER 8 OZ NONWOVEN GEOTEXTILE SD SD #06D103 SDDI 17B 1+09.00, 0.00' (SDLN-17) RIM/DIB = 292.00 12 IE IN = 288.90 9.00 LF (PVC C900) @S=0.0000 12" IE OUT = 288.90 24.75 LF (PVC C900) @S=0.0000 SDDI 17A 1+00.00, 0.00' (SDLN-17) RIM/DIB = 289.50 12" IE OUT = 288.90 9.00 LF (PVC C900) @S=0.0000 275 280 290 300 310 275 280 290 300 310 0+50 1+00 2+00 3+00 EXISTING GROUND @ SWALE CENTERLINE FINISH GRADE @ SWALE CENTERLINE 12" OUTFALL TO SWALE MITRE AND ARMOR OUTFALL IE=291.00 CLASS 50 RIP-RAP OUTFALL PROTECTION (7.00' WIDE X 10.00' LONG X 1.50' THICK) 122.00' CONSTRUCT CHECK DAM PER DETAIL, THIS SHEET. ELEV=291.00 SWALE OUTFALL TO POND END OF SWALE ELEV=291.00 PER DETAIL, THIS SHEET. ELEV=291.00 ELEV=291.00 ELEV=291.00 1 INCH = 20 FEET 20 10 20 SCALE 0 29.1 WATER QUALITY FACILITY PLAN & PROFILE WATER QUALITY FACILITY - PLAN SCALE: 1" = 20' ALLEY B SEE SHEET 24 AUTUMNVALE LN (PRIVATE) SEE SHEET 21 SD L N - 1 1 SE E S H E E T 28 INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270, SHEET DTL5, AND NOTCH WEIR WALL PER WEIR PLATE DETAIL, SHEET DTL5. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. INSTALL RIP-RAP HEADWALL PER DETAIL, SHEET DTL5. PROVIDE CLASS 50 RIP-RAP OUTLET PROTECTION. (10.00' LONG X 5.00' WIDE X 1.5' THICK) CONSTRUCT 12' MIN 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. INSTALL DITCH INLET PER CWS DWG NO. 390. SHEET DTL 5. CONSTRUCT CAST IN PLACE WALL PER TYPE B RETAINING WALL DETAIL, SHEET 6.3. CONSTRUCT CAST IN PLACE WALL PER TYPE B2 RETAINING WALL DETAIL, SHEET 6.3. STORM NOTES: 1A 1G 15 INLET DATA: 15A 15B 8 9A 16 NOTES: 1.SWALE LENGTH TO BE 122 FT 2.SWALE SLOPE TO BE LEVEL 3.INSTALL 4 CONCRETE FLOW SPREADERS SPACED AT 30 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 REQUREMENTS. PROVIDE HIGH DENSITY JUTE MAT (COCONUT FIBER OR GEOJUTE PLUS) WITHIN TREATMENT AREA WQ FLOW WIDTH = 7.00' WQ-STORM ELEVATION 1.00' MIN TREATMENT DEPTH: 0.50' (TYPICAL CROSS SECTION) WATER QUALITY SWALE 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. LOCK AND LOAD WALL, REFER TO CIVIL GRADING PLAN AND WALL DETAILS 24" MIN AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS 3.00' 4" D3034 PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC SWALE OUTFALL DETAIL N.T.S. ELEV=291.00 7.00' WIDE NOTCH IN WALLTOP OF SWALE WALL CORE BASE OF WALL AND DAYLIGHT PERFORATED DRAIN PIPE 1.00' MIN 289.00' BOTTOM OF POND 292.00' TOP OF WALL 1.00' MIN SWALE A-A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 18 8" 6" MIN 6.06' SECTION OF DRAIN ROCK CONSISTING OF ANGULAR, GRANULAR MATERIAL THAT MEETS THE SPECIFICATIONS PROVIDED IN THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION - 2015 (OSSC), SECTION 00430.11 (GRANULAR DRAIN BACKFILL MATERIAL). 1.00' 1.00'2.00' #4 @ 12" O.C. 3.75" CLR #4 @ 12" O.C. 3" CLR N.T.S. 295.06' TOP OF DRAIN ROCK GEOTEXTILE FABRIC THAT MEETS THE SPECIFICATIONS PROVIDED IN OSSC TABLE 02320-1 - GEOTEXTILE PROPERTY VALUES FOR DRAINAGE GEOTEXTILE. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 9 ) W Q F A C I L I T Y . d w g - S H E E T : 29 . 1 Se p . 1 0 , 1 8 - 12 : 5 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 288.95 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 260 270 280 290 300 310 320 330 260 270 280 290 300 310 320 330 -0+250+001+002+002+50 SD M H 1 1 A ST A = 3 3 + 2 1 . 7 7 , 3 5 . 0 0 ' R (A U T U M N V A L E ) 12 " I E I N = 2 9 6 . 3 6 ( W ) 12 " I E I N = 2 9 4 . 4 1 ( S ) 10 " I E I N = 2 9 8 . 2 0 ( S ) 12 " I E O U T = 2 9 4 . 2 1 ( E ) ST A = 1 + 8 5 . 5 8 ( S D L N - 1 1 ) RI M = 3 0 6 . 9 3 SU M P = 2 8 9 . 7 1 85.58 LF 12" (PVC) @ S=0.0375 OUTFALL STA=1+00.00 IE=291.00 122.00' SWALE OUTFALL TO POND ELEV=291.00 IN S I D E D R O P 29 4 . 1 1 29 5 . 9 8 30 6 . 8 1 29 7 . 8 9 29 0 . 1 1 260 270 280 290 300 310 320 330 260 270 280 290 300 310 320 330 0+75 1+00 1+75 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SD M H 1 7 C ST A = 3 0 + 1 7 . 1 1 , 7 8 . 2 3 ' R (A U T U M N V A L E ) 12 " I E I N = 2 8 8 . 9 0 ( W ) 12 " I E O U T = 2 8 8 . 9 0 ( E ) ST A = 1 + 3 3 . 7 4 ( S D L N - 1 7 ) RI M = 2 9 6 . 5 0 SD D I 1 7 A ST A = 3 0 + 3 2 . 2 2 , 6 8 . 1 2 ' R (A U T U M N V A L E ) 12 " I E O U T = 2 8 8 . 9 0 ( N ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 7 ) RI M = 28 9 . 0 0 9.00 LF 12" (PVC C900) @ S=0.0000 24.75 LF 12" (PVC C900) @ S=0.0000 39.28 LF 12" (PVC C900) @ S=0.0031 SD D I 1 7 B ST A = 3 0 + 3 2 . 2 9 , 7 7 . 1 1 ' R (A U T U M N V A L E ) 12 " I E I N = 2 8 8 . 9 0 ( S ) 12 " I E O U T = 2 8 8 . 9 0 ( E ) ST A = 1 + 0 9 . 0 0 ( S D L N - 1 7 ) RI M = 2 9 2 . 0 0 OUTFALL STA=1+73.03 IE=288.76 29 6 . 6 3 29.2 WATER QUALITY FACILITY PROFILE SDLN-11 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SDLN-17 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 2 9 ) W Q F A C I L I T Y . d w g - S H E E T : 29 . 2 Se p . 1 0 , 1 8 - 12 : 5 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 0+901+00 2+00 3+00 SD M H 1 A ST A = 1 9 + 5 2 . 3 9 , 1 0 4 . 5 2 ' L (A P P L E D A L E ) 24 " I E I N = 2 7 4 . 8 8 ( N ) 24 " I E O U T = 2 7 4 . 6 8 ( W ) ST A = 2 + 0 9 . 6 4 ( S D L N - 1 ) RI M = 2 8 0 . 4 5 SU M P = 2 7 0 . 1 8 109.64 LF 24" (PVC ASTM F679) @ S=0.0062 142.33 LF 24" (C-905) @ S=0.0050 OUTFALL STA=1+00.00 IE=274.00 27 8 . 6 7 27 1 . 8 5 0.00470.0007 139.5396.37 272.33 27 1 . 6 7 12 " I E O U T = 2 7 2 . 4 0 18 + 0 0 19 + 0 0 15+00 16+00 17+00 18+00 19+00 1 0 + 0 0 112107111105109 113 104 106 108 110 1+00 2+00 1+02 2 + 0 0 S D SD SD SD SD SD SD SD W W W W W W P G E 6 4 4 SDLN-2 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 15A 1 + 0 0 2 + 0 0 2 + 3 6 S D SD L N - 1 6 SDLN-1 275 280 285 290 274 276 277 278 279 281 282283284 286287288289 291 275 280 274 276 277 278 279 281 282 15.00' TEMPORARY SANITARY EASEMENT TEMPORARY STORM EASEMENT 15B 1G APPLEDALE R D TEMPORARY OFFSITE SANITARY AND STORM EASEMENT SDMH 2A SDCI 2B.1 SDMH 1A SDDI 16B SDDI 16A 15.00' TEMPORARY STORM EASEMENT 8 8 8 S D S D S D S D SDMH 16C 1A 1A S S S S S S S S S S S S S S NOT BUILTNOT BUILT NOT BUILT S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 250 260 270 280 250 260 270 280 0+75 1+00 2+00 2+50 SD D I 1 6 A ST A = 1 7 + 9 1 . 5 8 , 5 5 . 2 9 ' L (A P P L E D A L E ) 24 " I E O U T = 2 7 3 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 6 ) RI M = 2 7 4 . 0 0 SD D I 1 6 B ST A = 1 7 + 9 4 . 5 3 , 4 6 . 7 8 ' L (A P P L E D A L E ) 24 " I E I N = 2 7 2 . 8 5 ( N ) 24 " I E O U T = 2 7 2 . 6 5 ( S ) ST A = 1 + 0 9 . 0 1 ( S D L N - 1 6 ) RI M = 2 7 7 . 0 0 107.08 LF 24" (PVC ASTM F679) @ S=0.0051 19.64 LF 24" (PVC ASTM F679) @ S=0.0051 9.01 LF 24" (PVC ASTM F679) @ S=0.0166 OUTFALL STA=2+35.73 IE=272.00 SD M H 1 6 C ST A = 1 + 2 8 . 6 5 , 0 . 0 0 ' (S D L N - 1 6 ) 24 " I E I N = 2 7 2 . 5 5 ( N ) 24 " I E O U T = 2 7 2 . 5 5 ( S ) RI M = 2 8 2 . 0 0 NO T B U I L T NO T B U I L T NO T B U I L T NOT BUILT NOT BUILT NOT BUILT SDDI 16A 1+00.00, 0.00' (SDLN-16) RIM/DIB = 275.69 24" IE OUT = 273.00 9.01 LF (PVC ASTM F679) @S=0.0166 SDDI 16B 1+09.01, 0.00' (SDLN-16) RIM/DIB = 277.00 24 IE IN = 272.85 9.01 LF (PVC ASTM F679) @S=0.0166 24" IE OUT = 272.65 19.64 LF (PVC ASTM F679) @S=0.0051 255 260 270 280 290 255 260 270 280 290 0+751+002+00 SD M H 2 A ST A = 1 4 + 3 1 . 5 2 , 3 . 0 0 ' R (A P P L E D A L E ) 12 " I E I N = 2 8 0 . 0 0 ( N ) 18 " I E O U T = 2 7 8 . 5 2 ( E ) ST A = 1 + 7 8 . 0 9 ( S D L N - 2 ) RI M = 2 8 7 . 0 5 SU M P = 2 7 3 . 5 2 75.80 LF 18" ( P V C A S T M F 6 7 9 ) @ S=0.0596 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 44.53 LF 12" (PVC) @ S=0.0269 OUTFALL STA=1+03.02 IE=274.00 28 6 . 7 8 27 8 . 6 4 0.0240 1 INCH = 20 FEET 20 10 20 SCALE 0 30 INTERIM WATER QUALITY FACILITY PLAN & PROFILE WATER QUALITY FACILITY - PLAN SCALE: 1" = 20' SDLN-1 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' AP P L E D A L E R D SE E S H E E T 9. 1 SDLN-16 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 10.1 INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270, SHEET DTL5, AND NOTCH WEIR WALL PER WEIR PLATE DETAIL, SHEET DTL6. INSTALL 60" WATER QUALITY STORM MANHOLE PER CWS DWG NO. 250, SHEET DTL5. CONSTRUCT INSIDE DROP PER CWS DWG NO. 090, SHEET DTL3. INSTALL RIP-RAP HEADWALL PER DETAIL, SHEET DTL5. PROVIDE CLASS 50 RIP-RAP OUTLET PROTECTION. (10.00' LONG X 5.00' WIDE X 1.5' THICK) INSTALL DITCH INLET PER CWS DWG NO. 390. SHEET DTL 5. STORM NOTES: 15 INLET DATA: 15A 15B 8 SDLN-2 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1G 1A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 0 ) W Q F A C I L I T Y I N T E R I M . d w g - S H E E T : 30 Se p . 1 8 , 1 8 - 5: 5 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 NOT BUILT NOT BUILT 9+00 10+00 11+00 12+00 S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) S S S S S S S S S S S S W W W W W W W W W W W W W APPLEDALE RD S D S D SD S D S D ROY ROGERS R.O.W. T.L. 1400 1 1+00 2+00 3+00 4+00SSLN-A SSLN-A SSMH A2 1E SSMH A1 W W S D S D PROJECT BOUNDARY TRACT X S S X S S X S S 99 23 4 4108" S S 1 SSMH A2.1 S D S D S D 7 35 5 4 S S S S S S S S S S S S 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 9+25 10+00 11+00 12+00 12+75 PV I S T A = 1 0 + 0 0 . 8 4 EL E V = 2 6 9 . 1 1 FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GROUND @ FUTURE STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BEDDING & BACKFILL SS M H A 1 ST A = 9 + 5 2 . 2 5 , 1 3 . 2 6 ' R (A P P L E D A L E ) 8" I E I N = 2 6 2 . 6 8 ( N E ) 8" I E O U T = 2 5 7 . 1 6 ( S W ) ST A = 1 + 0 0 . 0 0 ( S S L N - A ) RI M = 2 6 8 . 8 6 SS M H A 2 ST A = 1 1 + 0 3 . 2 8 , 1 0 . 5 3 ' R (A P P L E D A L E ) 8" I E I N = 2 6 3 . 7 5 ( N E ) 8" I E O U T = 2 6 3 . 5 5 ( S W ) ST A = 2 + 5 1 . 0 6 ( S S L N - A ) RI M = 2 6 8 . 8 6 151.06 LF 8" (PVC) @ S=0.0058 EX 8" WATER IN T E R S E C T I O N ST A = 1 0 + 0 0 . 8 6 ( A P P L E D A L E ) EL E V = 2 6 9 . 1 1 EX SANITARY 3.00' MIN COVER FUTURE ROY ROGERS IMPROVEMENTS SS M H A 2 . 1 ST A = 1 1 + 4 5 . 4 4 , 6 . 9 3 ' L (A P P L E D A L E ) 8" I E I N = 2 6 4 . 3 8 ( N E ) 8" I E O U T = 2 6 4 . 1 8 ( S W ) ST A = 2 + 9 6 . 6 9 ( S S L N - A ) RI M = 2 7 2 . 3 8 45.63 LF 8" (PVC) @ S=0.0094 50' DIRECTIONAL BORING ST A = 9 + 7 5 . 6 6 ST A = 1 0 + 2 5 . 6 6 8" DI WATER 168.36 LF 8" (PVC) @ S=0.0094 10" SD/8" WT 0.92' CLR 12" SD/8" SS 0.53' CLR 10" SD/8" SS 1.24' CLR EXISTING GAS LINE 8" WT CASING/ 12" GAS 1.44' CLR 8" SS CASING/ 12" GAS 1.34' CLR 18" STEEL CASING 18" STEEL CASING CULVERT 12" SD/8" WT CASING 1.38' CLR 12" SD/8" SS CASING 1.25' CLR 27 2 . 5 3 26 3 . 9 3 26 3 . 6 7 28 5 . 3 6 26 3 . 5 3 26 3 . 4 3 26 6 . 8 8 26 2 . 4 3 25 7 . 6 8 0.0066 0.0106 0.0031 1 INCH = 20 FEET 20 10 20 SCALE 0 31.1 FUTURE APPLEDALE RD SANITARY & WATER PLAN & PROFILE FUTURE APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' FUTURE APPLEDALE RD - PLAN SCALE: 1" = 20' AP P L E D A L E R D SE E S H E E T 3 1 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. CONNECT TO EXISTING PIPE. MAINTAIN EXISTING SLOPE AND ALIGNMENT. CONTRACTOR TO FIELD VERIFY AND REPORT DISCREPANCIES TO THE ENGINEER. INSTALL 8" PVC SANITARY SEWER IN 18" STEEL CASING PER TAIL 580. CASING TO BE INSTALLED BY DIRECTIONAL BORING WITHIN LIMITS OF EXISTING PAVEMENT SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 8" MJ GATE VALVE STA: 9+50.84, 9.00' RT. (RIVER TERRACE) INSTALL 8" - 45° MJ BEND STA: 9+52.09, 7.52' RT. (APPLEDALE) STA: 9+59.75, 1.29' LT. (APPLEDALE) INSTALL 8" - 22.5° MJ BEND STA: 11+06.82, 1.27' LT. (APPLEDALE) STA: 11+38.70, 14.48' LT. (APPLEDALE) REMOVE EXISTING 2" BLOW OFF VALVE CONNECT TO EXISTING 8" DIP. INSTALL 8" DIP WATERLINE IN 18" STEEL CASING PER DETAIL 580. CASING TO BE INSTALLED BY DIRECTIONAL BORING WITHIN LIMITS OF EXISTING PAVEMENT 9 4 23 7 35 5 4 1E Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 1 ) S S - A P P L E D A L E . d w g - S H E E T : 31 . 1 Se p . 1 0 , 1 8 - 12 : 5 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 APPL E D A L E R D 13+0 0 14+00 15+00 16+00 1 0 + 0 0 TRACT A 1 1 6 9 T H A V E SD SD SD S S S S S S S S S S S S S S S S W W W SS W W W W W W W W W P G E 6 4 4 1 S D PROJECT BOUNDARY 6.00' PUE, TYP. 4+00 5+00 6+00 7+00 8+00 SSLN-A S S L N - B SSMH A3 5 6.00' PUE, TYP. FUTURE APPLEDALE RD 15.00' TEMPORARY SANITARY SEWER ESMT. SSLN-A SSLN - A 6.00' PUE, TYP.1 1 SSMH A4 TEMPORARY STORM EASEMENT INTERIM WQ/DETENTION POND 17A 1 + 0 0 S S S S S S S S S S S S S S 7 7 410 8" 4 1 0 8 " VALVE TO BE CLOSED 5 4 18 4 S S S S S S S S 1 SSMH A2.2 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 12+75 13+00 14+00 15+00 16+00 16+50 IN T E R S E C T I O N ST A = 1 4 + 2 8 . 9 0 ( A P P L E D A L E ) ST A = 1 0 + 0 0 . 0 0 ( 1 6 9 T H ) EL E V = 2 8 7 . 1 2 BE G I N S T R E E T C O N S T R U C T I O N ST A = 1 2 + 9 5 . 6 7 EL E V = 2 8 4 . 1 0 CLASS 'B' GRANULAR BEDDING & BACKFILL STORM SEWER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SS M H A 4 ST A = 1 4 + 8 6 . 9 7 , 8 . 0 7 ' L (A P P L E D A L E ) 8" I E I N = 2 6 7 . 8 9 ( E ) 8" I E O U T = 2 6 7 . 6 9 ( W ) ST A = 6 + 4 1 . 1 9 ( S S L N - A ) RI M = 2 8 0 . 5 8 SS M H A 3 ST A = 1 4 + 2 2 . 1 0 , 7 . 9 3 ' L (A P P L E D A L E ) 8" I E I N = 2 6 7 . 3 6 ( E ) 8" I E I N = 2 7 8 . 0 0 ( N ) 8" I E O U T = 2 6 7 . 1 6 ( S W ) ST A = 5 + 7 4 . 5 9 ( S S L N - A ) RI M = 2 8 7 . 0 3 ST A = 1 + 0 0 . 0 0 ( S S L N - B ) 109.53 LF 8" (PVC) @ S=0.0091 66.60 LF 8" (PVC) @ S=0.0050 EN D S T R E E T C O N S T R U C T I O N ST A = 1 4 + 7 0 . 8 2 ( A P P L E D A L E ) EL E V = 2 8 7 . 1 2 8" DI WATER INTERIM WQ/DETENTION POND 3.00' MIN COVER FINISH GRADE @ FUTURE STREET CENTERLINE 177.00 LF 8" (PVC) @ S=0.0050 8" WT/12" SD 15.60' CLR SS M H A 2 . 2 ST A = 1 3 + 1 3 . 7 8 , 4 . 2 0 ' L (A P P L E D A L E ) 8" I E I N = 2 6 6 . 1 6 ( N E ) 8" I E I N = 2 6 6 . 2 0 ( N W ) 8" I E O U T = 2 6 5 . 9 6 ( S W ) ST A = 4 + 6 5 . 0 6 ( S S L N - A ) RI M = 2 8 5 . 0 7 28 5 . 3 6 0.0111 26 5 . 9 4 26 5 . 8 6 26 5 . 7 2 28 7 . 3 9 28 5 . 7 7 8" I E O U T = 2 7 9 . 6 1 ( E ) 1 INCH = 20 FEET 20 10 20 SCALE 0 31.2 APPLEDALE RD SANITARY & WATER PLAN & PROFILE APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' APPLEDALE RD - PLAN SCALE: 1" = 20' FU T U R E A P P L E D A L E R D SE E S H E E T 31 . 3 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 8" MJ GATE VALVE STA: 13+26.71, 33.50' LT. (APPLEDALE) STA: 13+92.32, 9.00' RT. (APPLEDALE) INSTALL 8" MJ TEE STA: 13+32.29, 13.00' LT. (APPLEDALE) STA: 14+43.11, 9.00' RT. (APPLEDALE) INSTALL 8" - 45° MJ BEND STA: 13+32.29, 13.00' LT. (APPLEDALE) STA: 13+54.29, 9.00' RT. (APPLEDALE) INSTALL 2" TEMPORARY BLOWOFF W/ 8" PHASE BREAK VALVE PER DETAIL NO. 570, SEE SHEET DTL7. STA: 14+68.71, 9.00' RT. (APPLEDALE) INSTALL 8" MJ PLUG IN 8" VALVE (NORTHWEST). 5 A P P L E D A L E R D S E E S H E E T 3 1 . 1 169TH AVE SEE SHEET 33.1 7 17A 18 4 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. TRACT A 4+65.06 SSLN-A 32.80 0.0200 266.85 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 1 ) S S - A P P L E D A L E . d w g - S H E E T : 31 . 2 Se p . 1 0 , 1 8 - 1: 0 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 17+00 18+00 19+00 S S S S S S S S S S S S S S S S S S S S S S 9+00 10+00 SSMH A5 1 15.00' TEMPORARY SANITARY SEWER ESMT. FUTURE APPLEDALE RD SSLN-A SSL N - A 15.00' TEMPORARY STORM EASEMENT INSTALL 2' OF TEMPORARY GRADE RINGS TO BE REMOVED WITH FUTURE DEVELOPMENT S D S D S D S D 1 SSMH A4.5 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 16+50 17+00 18+00 19+00 FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GROUND @ FUTURE STREET CENTERLINE 225.05 LF 8" (PVC) @ S=0.0050 SS M H A 5 ST A = 1 8 + 8 8 . 3 5 , 7 . 0 0 ' L (A P P L E D A L E ) 8" I E I N = 2 7 0 . 3 0 ( N E ) 8" I E O U T = 2 7 0 . 1 0 ( W ) ST A = 1 0 + 4 3 . 2 4 ( S S L N - A ) RI M = 2 7 7 . 0 6 SS M H A 4 . 5 ST A = 1 6 + 6 3 . 2 9 , 7 . 0 0 ' L (A P P L E D A L E ) 8" I E I N = 2 6 8 . 9 8 ( E ) 8" I E O U T = 2 6 8 . 7 8 ( W ) ST A = 8 + 1 8 . 1 9 ( S S L N - A ) RI M = 2 8 4 . 1 7 4.33' PIPE COVER 27 9 . 9 6 26 9 . 1 0 8" I E I N = 2 7 4 . 6 8 27 5 . 2 8 27 0 . 5 4 27 0 . 4 2 0.0059 26 8 . 3 7 1 INCH = 20 FEET 20 10 20 SCALE 0 31.3 FUTURE APPLEDALE RD SANITARY & WATER PLAN & PROFILE FUTURE APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' FUTURE APPLEDALE RD - PLAN SCALE: 1" = 20' FU T U R E A P P L E D A L E R D SE E S H E E T 31 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. RIVER TERRACE BLVD SEE SHEET 32.1 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 1 ) S S - A P P L E D A L E . d w g - S H E E T : 31 . 3 Se p . 1 0 , 1 8 - 1: 0 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 18+50 19+00 20+00 21+00 21+50 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE 8" DI WATE R CLASS 'B' GRANULAR BACKFILL & BEDDING 175.18 LF 8" (PVC) @ S=0.0050 241.00 LF 8" ( P V C ) @ S=0.0788 SS M H A 6 ST A = 1 8 + 9 6 . 7 8 , 1 5 . 3 0 ' L (R I V E R T E R R A C E ) 8" I E I N = 2 7 1 . 3 9 ( N ) 8" I E O U T = 2 7 1 . 1 9 ( S W ) ST A = 1 1 + 3 2 . 9 1 ( S S L N - A ) RI M = 2 7 9 . 6 6 SS M H A 7 ST A = 2 0 + 7 3 . 2 2 , 1 1 . 5 0 ' L (R I V E R T E R R A C E ) 8" I E I N = 2 7 2 . 4 6 ( E ) 8" I E I N = 2 8 1 . 0 0 ( W ) 8" I E I N = 2 8 1 . 0 0 ( N ) 8" I E O U T = 2 7 2 . 2 6 ( S ) ST A = 1 3 + 0 8 . 0 9 ( S S L N - A ) RI M = 2 8 9 . 9 3 (I N S I D E D R O P ) (I N S I D E D R O P ) 3.00' MINIMUM COVER 8" WT/24" SD 9.16' CLR 12" WT/10" SD 0.87' CLR 8" WT/10" SD 2.13' CLR 12" DI WAT E R 27 7 . 4 5 27 1 . 2 7 0.0057 27 0 . 9 9 0.0753 29 0 . 9 6 28 0 . 6 6 28 0 . 6 6 19+00 20+00 21+00 15 + 0 0 16 + 0 0 94113 SD SD SD S D S D S D S D S D S D S D S D S D SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SS SS W W W W W W W W W S S S S PGE 644 W W W W S D S D S D SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D SW RIVER TERRACE BOULEVARD SSLN-A 8.00' PUE CL STA: 21+27.95 (RIVER TERRACE) BEGIN CONSTRUCTION ROAD IMPROVEMENTS SOUTH OF THIS POINT UNDER SEPARATE PERMIT TEMPORARY STORM DRAINAGE EASEMENT 15.00' TEMPORARY SANITARY SEWER EASEMENT INTERIM WATER QUALITY DETENTION POND REFER TO SHT. 30 8.00' PUE FUTURE SW RIVER T E R R A C E B O U L E V A R D SSLN-A SS L N - D SS L N - C 1G 1 1 + 0 0 12+00 13+00 SSLN-A SSMH A7 SSMH A6 1 3 18A 1 + 0 0 1 + 0 0 16A 5508" 55 0 8" 41012" 16 18 13 4 18B 1 INCH = 20 FEET 20 10 20 SCALE 0 32.1 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE RI V E R T E R R A C E B L V D SE E S H E E T 32 . 2 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SSLN-C SEE SHEET 47.1 BIRDSONG ST SEE SHEET 40.2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 60" SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT TWO INSIDE DROPS WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. SANITARY NOTES: 1G GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 21+11.71, 23.96' LT. (RIVER TERRACE) INSTALL 8" MJ GATE VALVE STA: 21+14.71, 2.50' RT. (RIVER TERRACE) INSTALL 12" - 45° MJ BEND STA: 20+53.35, 2.77' RT. (RIVER TERRACE) INSTALL 12" MJ TEE W/ 12" X 8" REDUCER (NORTHEAST) STA: 20+50.43, 5.89' RT. (RIVER TERRACE) INSTALL 12" MJ TEE W/ (2) 8" X 12" REDUCERS (NORTH & WEST) STA: 20+57.39, 7.67' RT. (RIVER TERRACE) INSTALL 8" MJ PLUG IN 8" REDUCER (NORTHEAST). INSTALL MJ PLUG IN 12" TEE (SOUTH). INSTALL 12" MJ PLUG IN TEE (SOUTHWEST). 3 16 18 18A 13 4 18B 16A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 2 ) S S - R I V E R T E R R A C E B L V D . d w g - S H E E T : 32 . 1 Se p . 1 0 , 1 8 - 1: 0 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 21+50 22+00 23+00 24+00 25+00 26+00 26+50 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE 18" STORM 3.24' CLR 18" STORM 4.47' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING 241.00 LF 8" ( P V C ) @ S=0.0788 239.00 LF 8" (PV C ) @ S=0.0590 244.00 LF 8" (PVC) @ S=0.0102 SS M H A 8 ST A = 2 3 + 1 4 . 2 2 , 1 1 . 5 0 ' L (R I V E R T E R R A C E ) 8" I E I N = 3 0 0 . 2 0 ( W ) 8" I E I N = 3 0 1 . 0 0 ( N ) 8" I E O U T = 3 0 0 . 0 0 ( S ) ST A = 1 5 + 4 9 . 0 9 ( S S L N - A ) RI M = 3 1 0 . 3 9 SS M H A 9 ST A = 2 5 + 5 3 . 3 4 , 1 6 . 0 0 ' L (R I V E R T E R R A C E ) 8" I E I N = 3 1 5 . 3 0 ( N ) 8" I E I N = 3 1 6 . 3 3 ( W ) 8" I E O U T = 3 1 5 . 1 0 ( S ) ST A = 1 7 + 8 8 . 0 9 ( S S L N - A ) RI M = 3 2 5 . 7 0 3.00' MINIMUM COVER 8" WT/18" SD 3.58' CLR 8" DI WATER 8" WT/24" SD 3.20' CLR 8" DI WATER 8" WT/10" SD 1.83' CLR12" DI WATER 12" DI WATER 0.0753 29 9 . 2 5 30 0 . 0 6 29 8 . 8 1 31 3 . 9 6 31 5 . 1 0 31 3 . 8 0 0.0575 0.0148 SW RIVER TERRACE BOULEVARD 22+00 23+00 24+00 25+00 26+00 15 + 0 0 16 + 0 0 15 + 0 0 93 54 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 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 S S S S S S S S PGE 644 PGE 644 PGE 644 PGE 644 PGE 644 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 PGE 660 74 73 S D S D S D SD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD S D S D S D S D 8.00' PUE 8.00' PUE 8.00' PUE SDLN-1 S D SD S D SD 14+00 15+00 16+00 17+00 18+00SSLN-A SSMH A9 SSMH A8 1 1 6 4 5 5 3 1 + 0 0 1 + 0 0 SS L N - E SS L N - F DEFLECT 12" WATERLINE UNDER 8" WATERLINE S C S C 84 5508" 55 0 8" 55 0 8" 1B 1C 5508" 5508" 55 0 8" 41012" 41012"41012" 14 55 0 8" 3 1 INCH = 20 FEET 20 10 20 SCALE 0 RI V E R T E R R A C E B L V D SE E S H E E T 32 . 3 RI V E R T E R R A C E B L V D SE E S H E E T 32 . 1 SNOWDALE ST SEE SHEET 39.3 SNOWDALE ST SEE SHEET 39.2 LARKSPRING LN SEE SHEET 38.2 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 32.2 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL6. SANITARY NOTES: 3 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. DESCHUTES LN SEE SHEET 44.1 WATER NOTES: INSTALL 1 1/2" IRRIGATION SERVICE WITH 1" WATER METER FOR PARK SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 1 1/2" IRRIGATION SERVICE WITH 1" WATER METER FOR SITE TREES PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 23+58.27, 34.50' RT. (RIVER TERRACE) STA: 25+89.99, 24.96' LT. (RIVER TERRACE) INSTALL 8" MJ GATE VALVE STA: 22+67.33, 7.50' RT. (RIVER TERRACE) STA: 25+07.34, 10.50' RT. (RIVER TERRACE) INSTALL 8" MJ TEE STA: 25+37.34, 10.50' RT. (RIVER TERRACE) STA: 25+55.34, 10.50' RT. (RIVER TERRACE) INSTALL 8" MJ CROSS STA: 22+97.22, 10.50' RT. (RIVER TERRACE) INSTALL 8" - 22.5° MJ BEND STA: 22+81.70, 7.50' RT. (RIVER TERRACE) STA: 25+88.94, 10.50' RT. (RIVER TERRACE) INSTALL 12" - 22.5° MJ BEND STA: 22+82.70, 2.50' RT. (RIVER TERRACE) STA: 25+89.94, 5.50' RT. (RIVER TERRACE) 3 4 5 6 1C 1B 8 14 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 2 ) S S - R I V E R T E R R A C E B L V D . d w g - S H E E T : 32 . 2 Se p . 1 0 , 1 8 - 1: 0 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 26+50 27+00 28+00 29+00 30+00 31+00 31+46 FINISH GRADE @ STREET CENTERLINE EXISTING GRADE @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 244.00 LF 8" (PVC) @ S=0.0102 SS M H A 1 0 ST A = 2 7 + 9 7 . 3 4 , 1 6 . 0 0 ' L (R I V E R T E R R A C E ) 8" I E I N = 3 1 8 . 0 0 ( W ) 8" I E O U T = 3 1 7 . 8 0 ( S ) ST A = 2 0 + 3 2 . 0 9 ( S S L N - A ) RI M = 3 2 6 . 1 4 SS M H K 3 ST A = 3 0 + 7 5 . 3 4 , 9 . 6 9 ' L (R I V E R T E R R A C E ) 8" I E I N = 2 9 7 . 3 6 ( W ) 8" I E O U T = 2 9 7 . 1 6 ( E ) ST A = 4 + 5 8 . 8 0 ( S S L N - K ) RI M = 3 0 3 . 2 5 3.00' MINIMUM COVER8" WT/18" SD 3.00' CLR 8" WT/18" SD 2.79' CLR 8" DI WATER 12" DI WATER 12" WT/10"SD 0.80' CLR 8" WT/10" SD 1.86' CLR 8" WT/12" SD 2.14' CLR 31 7 . 7 6 31 7 . 5 6 0.0148 29 6 . 9 2 29 6 . 6 4 30 3 . 3 9 17 + 0 0 31+4727+00 28+00 29+00 30+00 31+00 S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S 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 SS PGE 644 PGE 644 SS W W W W W W W W W P G E 6 6 0 PGE 660 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SW RIVER TERRACE BOULEVARD SSLN-A 8.00' PUE 8.00' PUE S S L N - K CL STA: 31+13.59 (RIVER TERRACE) END CONSTRUCTION S W S C H O L L S F E R R Y R O A D REFER TO RD SHEETS FOR SCHOLLS FERRY FRONTAGE IMPROVEMENTS 4 19+00 20+00 4 + 0 0 5 + 0 0 SSMH A10 SSMH K3 1 15577 SS L N - A SS L N - K 55 0 8" 5508" 55 0 8" 5508" 5 5 0 8 " 19 S D S D 13 41 0 12 " 41012" 17 3 1 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' WOODGROVE ST SEE SHEET 37.2 RI V E R T E R R A C E B L V D SE E S H E E T 32 . 2 SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 37.3 32.3 SW RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL6. SANITARY NOTES: 3 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 27+42.84, 23.00' RT. (RIVER TERRACE) INSTALL 8" MJ GATE VALVE STA: 27+37.87, 10.50' RT. (RIVER TERRACE) INSTALL 8" MJ TEE STA: 27+77.34, 10.50' RT. (RIVER TERRACE) STA: 27+85.34, 10.50' RT. (RIVER TERRACE) INSTALL 8" - 45° MJ BEND STA: 30+54.34, 10.50' RT. (RIVER TERRACE) STA: 30+60.23, 16.00' RT. (RIVER TERRACE) INSTALL 12" - 45° MJ BEND STA: 27+77.34, 5.50' RT. (RIVER TERRACE) STA: 27+82.34, 0.50' RT. (RIVER TERRACE) INSTALL 6" BLOWOFF PER DETAIL NO. 571, SEE SHEET DTL8 STA: 27+81.04, 1.80' RT. (RIVER TERRACE) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 590, SEE SHEET DTL8. STA: 26+80.68, 10.50' RT. (RIVER TERRACE) STA: 26+80.68, 5.50' RT. (RIVER TERRACE) 3 4 7 5 13 SSLN-K SEE SHEET 48.1 17 19 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 2 ) S S - R I V E R T E R R A C E B L V D . d w g - S H E E T : 32 . 3 Se p . 1 0 , 1 8 - 1: 0 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 230 240 250 260 270 280 290 300 310 320 330 230 240 250 260 270 280 290 300 310 320 330 9+72 10+00 11+00 12+00 12+75 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( 1 6 9 T H ) ST A = 1 4 + 2 8 . 9 0 ( A P P L E D A L E ) EL E V = 2 8 7 . 1 2 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 2 + 6 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( B I R D S O N G ) EL E V = 3 0 4 . 5 1 10" SD 0.59' CLR 8" DI WAT E R SS M H A 3 ST A = 1 0 + 0 6 . 6 4 , 7 . 0 0 ' L (1 6 9 T H ) 8" I E I N = 2 6 7 . 3 6 ( E ) 8" I E I N = 2 7 8 . 0 0 ( N ) 8" I E O U T = 2 6 7 . 1 6 ( S W ) ST A = 1 1 + 1 5 . 1 6 ( S S L N - B ) RI M = 2 8 7 . 0 3 71.66 LF 8" (PVC) @ S=0.0391 SS M H B 1 ST A = 1 0 + 7 7 . 3 0 , 8 . 6 9 ' L (1 6 9 T H ) 8" I E I N = 2 8 1 . 0 0 ( N ) 8" I E O U T = 2 8 0 . 8 0 ( S ) ST A = 1 + 7 2 . 8 7 ( S S L N - B ) RI M = 2 8 8 . 0 2 193.92 LF 8" (PVC) @ S=0.0794 SS M H B 2 ST A = 1 2 + 7 0 . 0 9 , 7 . 0 0 ' L (1 6 9 T H ) 8" I E I N = 2 9 6 . 6 0 ( N ) 8" I E O U T = 2 9 6 . 4 0 ( S ) ST A = 3 + 6 5 . 5 8 ( S S L N - B ) RI M = 3 0 4 . 6 9 3.00' MIN. COVER 30 1 . 4 6 28 0 . 6 0 1+ 7 1 . 5 29 6 . 4 0 29 5 . 9 9 0.0363 0.0773 1 4 + 0 0 10+00 11+00 12+00 10 + 0 0 169TH AV E S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W S D S S S S S S S D S S S S S S S S S S S S S S S D W W S S S S PGE 644 P G E 6 4 4 SSLN-B S D 6.00' PUE, TYP. 6.00' PUE, TYP.BI R D S O N G S T A P P L E D A L E R D S S S S S S SS SS SS SS SS SS SS SS SS SS 1+00 2+00 3+00 1D 5 5 1 1 SSMH B1 SSMH A3 SSMH B22 (TYP) 2 (TYP) SS L N - A 2 (TYP) 2 (TYP) 5508" 55 0 8" 4 4108" VALVE TO BE CLOSED 3 4 9274 11 12 TRACT A 106513 104 8 1 INCH = 20 FEET 20 10 20 SCALE 0 16 9 T H A V E SE E S H E E T 33 . 2 AP P L E D A L E R D SE E S H E E T 31 . 1 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' BIRDSONG ST SEE SHEET 40 33.1 169TH AVE SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 1 1+52.18 SSLN-B 29.99 0.0200 280.76 2 1+74.66 SSLN-B 28.89 0.0200 281.60 3 1+84.84 SSLN-B 29.70 0.0218 282.74 4 2+00.19 SSLN-B 30.00 0.0200 283.92 5 2+31.19 SSLN-B 30.00 0.0442 287.13 6 2+52.19 SSLN-B 30.00 0.0631 289.38 7 2+67.52 SSLN-B 30.00 0.0765 291.01 8 2+82.85 SSLN-B 30.00 0.0889 292.61 9 3+11.85 SSLN-B 30.00 0.0978 295.20 10 3+30.92 SSLN-B 30.00 0.0910 296.52 11 3+50.92 SSLN-B 30.00 0.0761 297.68 12 3+69.85 SSLN-B 30.00 0.0236 297.62 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1D WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" * WATER METER IN DRIVEWAY IN 24"x36"x12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 10+49.60, 21.00' RT. (169TH) INSTALL 8" MJ GATE VALVE STA: 10+41.10, 14.00' RT. (169TH) STA: 10+52.60, 14.00' RT. (169TH) INSTALL 8" MJ TEE STA: 9+90.96, 14.00' RT. (169TH) STA: 12+54.09, 14.00' RT. (169TH) 2 4 5 * NOTE: 1" WATER METERS MAY BE REQUIRED BY CITY FOR ROW HOMES. 3 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 3 ) S S - 1 6 9 T H . d w g - S H E E T : 33 . 1 Se p . 1 0 , 1 8 - 1: 0 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0631 282.031.1 2+32.5 0.0779 288.229.9 2+68.5 0.0910 291.4 0.0744 283.230.9 0.0462 283.630.9 0.0245 284.131.2 0.0707 289.629.8 0.0823 292.330.3 0.0983 294.9 0.0987 296.429.8 0.0729 297.230.3 0.069730.3 280 290 300 310 320 330 340 350 280 290 300 310 320 330 340 350 12+75 13+00 14+00 15+00 16+00 16+25 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 5 + 0 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( S N O W D A L E ) EL E V = 3 2 1 . 5 0 10" SD 1.84' CLR 8" DI WATER 12" SD 1.16' CLR 8" DI WATER 3.00' MIN. COVER 240.00 LF 8" (PVC) @ S=0.0683 SS M H B 3 ST A = 1 5 + 1 0 . 0 9 , 7 . 0 0 ' L (1 6 9 T H ) 8" I E I N = 3 1 3 . 2 0 ( N ) 8" I E O U T = 3 1 3 . 0 0 ( S ) ST A = 6 + 0 5 . 5 8 ( S S L N - B ) RI M = 3 2 1 . 6 8 240.00 LF 8" (PVC) @ S=0.0549 0.0687 31 2 . 8 9 0.0538 13+00 14+00 15+00 16+00 10 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S D S S S S S S S S S S S S S S S S S S S S W W W S S P G E 2 3 3 P G E 2 3 3 PGE 644 PGE 644 PGE 644 S D SN O W D A L E S T 6.00' PUE, TYP. 6.00' PUE, TYP. 169TH AVE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 4+00 5+00 6+00 7+00 12 (TYP) 4 SSMH B32 (TYP) 2 (TYP) SSLN-B 55 0 8" 5508"5508" 6 55 0 8" 4 15 18 21 84 16 22171320 26 2519 27 103 TRACT B 242314 28 83 1 INCH = 20 FEET 20 10 20 SCALE 0 33.2 169TH AVE SANITARY SEWER & WATER PLAN AND PROFILE 16 9 T H A V E SE E S H E E T 33 . 3 16 9 T H A V E SE E S H E E T 33 . 1 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SNOWDALE ST SEE SHEET 39 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 13 3+76.85 SSLN-B 30.00 0.0476 298.97 14 4+06.77 SSLN-B 30.00 0.0318 300.54 15 4+24.85 SSLN-B 30.00 0.0286 301.68 16 4+40.19 SSLN-B 30.00 0.0324 302.84 17 4+55.52 SSLN-B 30.00 0.0424 304.19 18 4+70.85 SSLN-B 30.00 0.0562 305.65 19 4+99.85 SSLN-B 30.00 0.0881 308.59 20 5+18.85 SSLN-B 30.00 0.1032 310.34 21 5+34.19 SSLN-B 30.00 0.1066 311.49 22 5+49.52 SSLN-B 30.00 0.1063 312.53 23 6+34.52 SSLN-B 30.00 0.0630 316.85 24 6+57.52 SSLN-B 30.00 0.0659 318.20 25 6+72.85 SSLN-B 30.00 0.0725 319.24 26 6+88.19 SSLN-B 30.00 0.0874 320.53 27 7+03.52 SSLN-B 30.00 0.1060 321.93 28 7+18.85 SSLN-B 30.00 0.1296 323.48 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" * WATER METER IN DRIVEWAY IN 24"x36"x12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 13+02.09, 14.00' RT. (169TH) STA: 15+42.09, 14.00' RT. (169TH) INSTALL 8" MJ CROSS STA: 14+94.09, 14.00' RT. (169TH) 2 4 6 * NOTE: 1" WATER METERS MAY BE REQUIRED BY CITY FOR ROW HOMES. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 3 ) S S - 1 6 9 T H . d w g - S H E E T : 33 . 2 Se p . 1 0 , 1 8 - 1: 0 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0723 299.530.3 4+08.5 29.6 5+01.0 0.0630 307.729.0 0.0281 301.530.6 0.0273 302.529.4 0.0434 304.029.2 0.063529.6 0.1250 310.9 0.1178 311.629.6 0.0737 311.531.1 0.0848 317.530.2 0.0885 318.829.8 0.0848 319.529.6 0.0776 320.129.7 0.1167 322.1 0.1303 323.229.2 295 300 310 320 330 340 350 360 370 295 300 310 320 330 340 350 360 370 16+25 17+00 18+00 19+00 20+00 20+16 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 1 9 + 8 7 . 1 7 ( 1 6 9 T H ) ST A = 1 1 + 0 6 . 0 0 ( W O O D G R O V E ) EL E V = 3 4 0 . 2 6 CLASS 'B' GRANULAR BEDDING & BACKFILL IN T E R S E C T I O N ST A = 1 7 + 4 3 . 1 7 ( 1 6 9 T H ) ST A = 1 0 + 0 0 . 0 0 ( L A R K S P R I N G ) EL E V = 3 3 8 . 5 0 12" SD 5.28' CLR 10" SD 1.18' CLR10" SD 1.93' CLR 8" DI WATER 8" DI WATER 3.00' MIN. COVER 240.00 LF 8" (PVC) @ S=0.0549 SS M H B 4 ST A = 1 7 + 5 0 . 0 9 , 7 . 0 0 ' L (1 6 9 T H ) 8" I E I N = 3 2 6 . 5 8 ( N ) 8" I E O U T = 3 2 6 . 3 8 ( S ) ST A = 8 + 4 5 . 5 8 ( S S L N - B ) RI M = 3 3 8 . 6 8 244.00 LF 8" (PVC) @ S=0.0100 SS M H B 5 ST A = 1 9 + 9 4 . 0 9 , 7 . 0 0 ' L (1 6 9 T H ) 8" I E I N = 3 2 9 . 2 3 ( W ) 8" I E I N = 3 3 2 . 0 0 ( E ) 4" I E I N = 3 3 3 . 8 5 ( N ) 8" I E O U T = 3 2 9 . 0 3 ( S ) ST A = 1 0 + 8 9 . 5 8 ( S S L N - B ) RI M = 3 3 9 . 8 0 32 6 . 2 7 32 6 . 1 2 32 8 . 9 6 33 1 . 7 3 32 8 . 7 4 0.0101 NO T B U I L T 0.0538 11 + 0 0 17+00 18+00 19+0010 + 0 0 S D S D S D S D S D S D S D S D S D 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 W W S D S S S D S S S D S S S D S S S S S S S S S S S S S S S S S S S S S D S S S S S S S S S S S D P G E 6 4 4 PGE 644 PGE 644 S D S S S D S D S D S D S D S D S D S D S D SD S D S D WO O D G R O V E ST LA R K S P R I N G L N 169TH AVE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S 8+00 9+00 10+00 1 1 + 0 0 SSLN-B 5 2 2 (TYP) 1 1D 4 4 5 2 (TYP)(TYP) SSMH B4 SSMH B5 SS L N - G 55 0 8" 5508"5508" 55 0 8" 55 0 8" 1C 19 63 32 42333029 190 35 38 44 31 41393734 434036 192 191 189 TRACT C 64 28 S S 1 INCH = 20 FEET 20 10 20 SCALE 0 WOODGROVE ST SEE SHEET 37.1 16 9 T H A V E SE E S H E E T 33 . 2 169TH AVE - PLAN SCALE: 1" = 20' 169TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 37.1 LARKSPRING LN SEE SHEET 38.1 33.3 169TH AVE SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 29 7+52.85 SSLN-B 30.00 0.1800 326.86 30 7+71.85 SSLN-B 30.00 0.1952 328.38 31 7+87.19 SSLN-B 30.00 0.2005 329.36 32 8+02.52 SSLN-B 30.00 0.2017 330.24 33 8+17.85 SSLN-B 30.00 0.1993 331.01 34 8+51.85 SSLN-B 30.00 0.1967 332.71 35 8+70.85 SSLN-B 30.00 0.2220 333.66 36 8+86.19 SSLN-B 30.00 0.2378 334.29 37 9+01.52 SSLN-B 30.00 0.2480 334.75 38 9+16.85 SSLN-B 30.00 0.2532 335.06 39 9+50.85 SSLN-B 30.00 0.2418 335.06 40 9+69.85 SSLN-B 30.00 0.2238 334.71 41 9+85.19 SSLN-B 30.00 0.2066 334.35 42 10+00.52 SSLN-B 30.00 0.1892 333.98 43 10+15.85 SSLN-B 30.00 0.1717 333.61 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1D WATER NOTES: INSTALL 1 1/2" IRRIGATION SERVICE WITH 1" WATER METER FOR SITE TREES PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 3/4" * WATER METER IN DRIVEWAY IN 24"x36"x12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 17+82.09, 9.00' RT. (169TH) STA: 19+44.09, 9.00' RT. (169TH) INSTALL 8" MJ TEE STA: 17+34.09, 9.00' RT. (169TH) STA: 19+78.09, 9.00' RT. (169TH) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 590, SEE SHEET DTL8. STA: 18+44.25, 21.00' RT. (169TH) 2 4 5 19 1C * NOTE: 1" WATER METERS MAY BE REQUIRED BY CITY FOR ROW HOMES. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 3 ) S S - 1 6 9 T H . d w g - S H E E T : 33 . 3 Se p . 1 0 , 1 8 - 1: 0 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1716 326.429.7 7+86.0 0.1969 328.929.5 8+72.5 0.2165 333.129.5 0.0964 325.129.4 0.1881 329.629.8 0.1568 329.328.8 0.2082 332.528.7 0.1865 332.329.2 0.2297 333.628.5 0.2424 334.329.3 0.2429 334.830.2 0.1724 332.829.7 0.1520 332.630.1 0.1424 332.530.6 0.1694 332.9 FINISH GRADE @ STREET CENTERLINE 8" DI WAT E R 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 20+50 21+00 22+00 23+00 24+00 24+25 EN D C O N S T R U C T I O N ST A = 2 2 + 7 2 . 9 8 ( 1 6 5 T H ) EL E V = 2 9 2 . 6 0 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS 1.54' CLR10" SD 0.76' CLR10" SD 2.98' CLR 10" SD 0.50' CLR EXISTING GRADE @ STREET CENTERLINE FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GRADE @ FUTURE STREET CENTERLINE 238.00 LF 8" (PVC) @ S=0.0644 SS M H C 3 ST A = 2 3 + 0 1 . 3 0 , 8 . 0 0 ' L (1 6 5 T H ) 8" I E I N = 2 8 4 . 7 0 ( N ) 8" I E I N = 2 8 4 . 7 0 ( W ) 8" I E O U T = 2 8 4 . 5 0 ( S W ) ST A = 7 + 1 0 . 9 9 ( S S L N - C ) RI M = 2 9 3 . 8 2 8" DI WAT E R 8" WT 0.50' CLR 29 3 . 4 0 28 4 . 4 0 28 4 . 3 0 28 4 . 2 0 0.0634 21+00 22+00 23+00 24+00 S D S D S D S D S D S D S D S S S S S S S S S S S S S S SS SS W W W W W W W WW W W W W W W S S SD SS SS S S PGE 644 165TH AVE S D S D S D FUTURE 165TH AVE EXTENSION 6.00' PUE 6.00' PUE SN O W D A L E S T 25.00' TEMPORARY OFFSITE SANITARY AND STORM EASEMENT E X I S T I N G R O W 25.00' 7 + 0 0 8+00 1 1 SSMH C3 (TYP) SSLN-C SS L N - H 717A 2 (TYP) 4108" 5508" 4 55 0 8" 4108" TRACT F 148147 122 1 INCH = 20 FEET 20 10 20 SCALE 0 16 5 T H A V E SE E S H E E T 34 . 2 165TH AVE - PLAN SCALE: 1" = 20' 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SNOWDALE ST SEE SHEET 39.3 34.1 165TH AVE SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 147 7+62.60 SSLN-C 41.00 0.0547 290.42 148 8+27.60 SSLN-C 41.00 0.0950 296.26 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 23+34.23, 9.00' RT. (165TH) INSTALL 8" - 45° MJ BEND STA: 22+94.83, 9.00' RT. (STREET G) STA: 22+90.30, 4.00' RT. (STREET G) STA: 22+89.83, 4.00' RT. (STREET G) STA: 22+85.30, 1.00' LT. (STREET G) INSTALL 2" BLOWOFF PER DETAIL NO. 570, SEE SHEET DTL7. STA: 22+70.98, 9.00' RT. (STREET G) 7 17A * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2 SSL N - C SEE SH E E T 47. 2 4 1 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 4 ) S S - 1 6 5 T H . d w g - S H E E T : 34 . 1 Se p . 1 0 , 1 8 - 1: 0 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0848 291.341.1 8+28.5 0.1126 296.640.6 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 24+25 25+00 26+00 27+00 28+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS 3.60' CLR 8" SS 2.55' CLR 8" WTR 1.37' CLR 8" WTR 3.86' CLR SS M H C 4 ST A = 2 5 + 3 9 . 3 0 , 8 . 0 0 ' L (1 6 5 T H ) 8" I E I N = 3 0 1 . 2 0 ( N ) 8" I E I N = 3 0 0 . 2 3 ( W ) 8" I E O U T = 3 0 0 . 0 2 ( S ) ST A = 9 + 4 9 . 0 3 ( S S L N - C ) RI M = 3 1 0 . 8 6 238.00 LF 8" (PVC) @ S=0.0644 230.00 LF 8" (PVC) @ S=0.0431 SS M H C 5 ST A = 2 7 + 6 9 . 3 0 , 7 . 0 0 ' L (1 6 5 T H ) 8" I E I N = 3 1 1 . 3 2 ( W ) 8" I E O U T = 3 1 1 . 1 2 ( S ) ST A = 1 1 + 7 9 . 0 0 ( S S L N - C ) RI M = 3 1 9 . 5 0 8" DI WATER 30 0 . 7 1 0.0435 29 9 . 6 9 29 9 . 4 9 31 0 . 9 7 31 0 . 7 2 0.0634 10 + 0 0 12 + 0 0 25+00 26+00 27+00 27+62 S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S S S S 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 S S S S S S SD SS SD SS SS PGE 644 S S S D S D S D S D SD SD S D S D SD 165TH AVE SSLN-C LU K E L N WO O D G R O V E S T DE S C H U T E S L N 6.00' PUE 6.00' PUE 6.00' PUE 9+00 10+00 11+00 1 2 + 0 0 6.00' PUE 1 2 (TYP)4 2 (TYP)4 5 3 1 SS L N - I SS L N - C SSMH C5 SSMH C4 5 7 S D 5508" 4108" 41 0 8" 1 (TYP) 19 150 152149151 123 142 148 1 INCH = 20 FEET 20 10 20 SCALE 0 AU T U M N V A L E L N SE E S H E E T 42 . 2 16 5 T H A V E SE E S H E E T 34 . 1 165TH AVE - PLAN SCALE: 1" = 20' 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' DESCHUTES LN SEE SHEET 44.2 WOODGROVE ST SEE SHEET 37.3 LUKE LN SEE SHEET 41 34.2 165TH AVE SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 149 9+07.03 SSLN-C 41.00 0.1249 302.60 150 9+68.53 SSLN-C 40.92 0.0848 305.67 151 11+03.37 SSLN-C 40.33 0.0901 311.65 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2 INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 25+71.30, 17.00' LT. (165TH) INSTALL 8" MJ GATE VALVE STA: 24+93.30, 9.00' RT. (165TH) STA: 27+23.30, 9.00' RT. (165TH) INSTALL 8" MJ TEE STA: 25+23.30, 9.00' RT. (165TH) STA: 27+53.30, 9.00' RT. (165TH) INSTALL 8" - 45° MJ BEND STA: 26+13.42, 4.00' RT. (165TH) STA: 26+33.72, 24.32' RT. (165TH) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 26+26.21 16.81' RT. (165TH) 3 4 1 7 5 19 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 4 ) S S - 1 6 5 T H . d w g - S H E E T : 34 . 2 Se p . 1 0 , 1 8 - 1: 0 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1337 313.241.6 0.1429 302.840.3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 18+0019+0020+0021+0021+50 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER 10" SD 1.64' CLR IN T E R S E C T I O N ST A = 1 9 + 3 1 . 9 9 ( B L O O M F I E L D ) ST A = 1 9 + 3 1 . 9 9 ( L E M O N G R A S S ) IN T E R S E C T I O N ST A = 2 1 + 1 5 . 9 9 ( B L O O M F I E L D ) ST A = 1 5 + 0 6 . 2 7 ( L E M O N G R A S S ) EL E V = 3 3 3 . 8 4 SS M H M 1 ST A = 2 0 + 6 1 . 9 9 , 7 . 0 0 ' R (B L O O M F I E L D ) 8" I E O U T = 3 2 4 . 0 0 ( N ) ST A = 2 + 8 7 . 0 0 ( S S L N - M ) RI M = 3 3 2 . 5 2 SS M H K 5 ST A = 1 8 + 7 4 . 9 9 , 7 . 0 0 ' R (B L O O M F I E L D ) 8" I E I N = 3 1 1 . 2 0 ( S ) 8" I E I N = 3 1 1 . 2 0 ( W ) 8" I E O U T = 3 1 1 . 0 0 ( N E ) ST A = 1 + 0 0 . 0 0 ( S S L N - M ) RI M = 3 2 0 . 8 5 SS M H K 4 ST A = 1 8 + 4 1 . 9 9 , 1 3 . 3 1 ' L (B L O O M F I E L D ) 8" I E I N = 3 0 2 . 9 9 ( S W ) 8" I E O U T = 3 0 1 . 0 0 ( E ) ST A = 5 + 9 7 . 7 4 ( S S L N - K ) RI M = 3 1 2 . 2 4 187.00 LF 8" ( P V C ) @ S=0.0684 38. 7 5 L F 8 " ( P V C ) @ S = 0 . 2 0 6 7 3.00' MIN COVER 10" SD 1.86' CLR 12" SD 0.63' CLR 10" SD 4.62' CLR 12" DI WATE R 33 2 . 7 9 32 3 . 4 1 0.0670 32 0 . 2 6 31 0 . 8 8 31 0 . 7 3 31 0 . 2 2 31 5 . 8 0 0.1 9 2 8 30 2 . 7 5 30 0 . 7 5 15 + 0 0 15 + 0 0 19+ 0 0 19+3220+0021+00 178 175 52 207 179 176 50 180 177 51 S D S D S D S D S D SD S D S D S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS S S W W W W W W W W W W W W W W W W W SS S S SD SS SS SD SS SD SS SD SS SS SS SD SS SS PGE 644 W W W W W W W W W W W W W W W W PGE 644 BLOOMFIELD AVE S D S D S D S D S D S D S D SD WO O D G R O V E S T SSLN-M 6.00' PUE 6.00' PUE 6.00' PUE LE M O N G R A S S L N SD 20.00' SANITARY AND STORM EASEMENT SSMH A11 SSMH M1 SSMH K5 SSMH K4 1 2 1+002+002+87 2 2 + 0 0 6 + 0 0 SS L N - A SS L N - K (TYP) 1 (TYP) 1 1 7 7 5 SS L N - K 4 S D S D S D S D SS 5508" 55 0 8" 55 0 8" 41012" 41 0 12 " 13 13 41 0 12 " 13 19 173174 1 INCH = 20 FEET 20 10 20 SCALE 0 WOODGROVE ST SEE SHEET 37.2 BLOOMFIELD AVE - PLAN SCALE: 1" = 20' BLOOMFIELD AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 37.2 LEMONGRASS LN SEE SHEET 36.2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 20+72.99, 4.00' LT. (BLOOMFIELD) INSTALL 8" MJ TEE STA: 21+28.99, 4.00' LT. (BLOOMFIELD) INSTALL 8" - 45° MJ BEND STA: 18+90.99, 1.00' RT. (BLOOMFIELD) STA: 18+95.99, 4.00' LT. (BLOOMFIELD) INSTALL 12" - 45° MJ BEND STA: 18+85.99, 1.07' LT. (BLOOMFIELD) STA: 18+93.92, 9.00' LT. (BLOOMFIELD) STA: 21+18.99, 9.00' LT. (BLOOMFIELD) STA: 21+23.99, 14.00' LT. (BLOOMFIELD) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 21+20.72, 10.73' LT. (BLOOMFIELD) 1 5 7 35 BLOOMFIELD AVE SANITARY SEWER & WATER PLAN AND PROFILE SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 174 1+28.96 SSLN-M 40.00 0.0693 316.12 175 1+59.26 SSLN-M 40.00 0.0469 317.30 176 1+89.14 SSLN-M 40.00 0.0490 319.43 177 2+21.00 SSLN-M 40.00 0.0575 321.95 178 2+53.12 SSLN-M 40.00 0.0693 324.62 179 2+80.00 SSLN-M 40.00 0.0681 326.41 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 4 13 19 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 5 ) S S - B L O O M F I E L D . d w g - S H E E T : 35 Se p . 1 0 , 1 8 - 1: 0 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1144 317.841.4 2+23.5 0.0923 323.241.3 2+54.0 0.1037 325.640.7 0.1027 327.340.8 0.0806 318.341.0 0.0694 319.941.5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 285 290 300 310 320 330 340 350 285 290 300 310 320 330 340 350 13+75 14+00 15+00 15+50 CLASS 'B' GRANULAR BACKFILL & BEDDING BE G I N O N S I T E C O N S T R U C T I O N ST A = 1 3 + 9 3 . 6 2 ( L E M O N G R A S S ) EL E V = 3 2 6 . 8 7 SS M H K 7 ST A = 1 4 + 4 7 . 9 1 , 7 . 4 7 ' L (L E M O N G R A S S ) 8" I E O U T = 3 1 3 . 6 4 ( E ) ST A = 1 0 + 8 5 . 3 5 ( S S L N - K ) RI M = 3 2 6 . 8 3 216.94 LF 8" (PVC) @ S=0.0050 3.00' MIN COVER 10" SD 3.09' CLR 10" SD 1.17' CLR LEMONGRASS LN 14+00 15+00 196194 TR A C T O 195 197 SD SD SD W W W W W W W SS P G E 6 4 4 SD SS SS SD SS SD S S S S S S S S SD SD SD SD SD SD SSLN-K SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) 6.00' PUE 10+0010+85 1 SSMH K7 1 (TYP) 2 (TYP) 517A PROPOSED WATERLINE TO LOOP TO STREET M, SEE SHEET 37 5508" 55 0 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 36.1 LEMONGRASS LN SANITARY SEWER & WATER PLAN AND PROFILE LE M O N G R A S S L N SE E S H E E T 36 . 2 LEMONGRASS LN - PLAN SCALE: 1" = 20' LEMONGRASS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 194 10+79.02 SSLN-K 40.32 0.0900 317.42 195 10+54.18 SSLN-K 40.00 0.0900 317.27 196 10+20.79 SSLN-K 40.00 0.0900 316.96 197 9+92.21 SSLN-K 40.00 0.0900 316.78 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ TEE STA: 13+92.95, 9.00' RT. (LEMONGRASS) INSTALL 2" TEMPORARY BLOWOFF W/ 8" PHASE BREAK VALVE PER DETAIL NO. 570, SEE SHEET DTL7. STA: 13+93.62, 9.00' RT. (LEMONGRASS) 1 5 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 17A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 6 ) S S - L E M O N G R A S S . d w g - S H E E T : 36 . 1 Se p . 1 0 , 1 8 - 1: 0 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 15+50 16+00 17+00 18+00 19+00 19+32 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SD 3.04' CLR 8" DI WATER SS M H K 6 ST A = 1 6 + 6 4 . 5 4 , 7 . 0 0 ' L (L E M O N G R A S S ) 8" I E I N = 3 1 2 . 5 6 ( W ) 8" I E O U T = 3 1 2 . 3 6 ( E ) ST A = 8 + 6 8 . 4 0 ( S S L N - K ) RI M = 3 2 3 . 6 6 SS M H K 5 ST A = 1 8 + 8 5 . 7 7 , 2 1 . 4 0 ' L (L E M O N G R A S S ) 8" I E I N = 3 1 1 . 2 0 ( S ) 8" I E I N = 3 1 1 . 2 0 ( W ) 8" I E O U T = 3 1 1 . 0 0 ( N E ) ST A = 6 + 3 6 . 4 9 ( S S L N - K ) RI M = 3 2 0 . 8 5 216.94 LF 8" (PVC) @ S=0.0050 231.92 LF 8" (PVC) @ S=0.0050 3.00' MIN COVER 10" SD 3.09' CLR 12" DI WATER 31 2 . 3 4 31 2 . 0 6 31 0 . 7 3 31 0 . 2 2 31 0 . 8 8 32 0 . 2 6 0.0057 19 + 3 2 16+00 17+00 18+00 1 9 + 0 0 206204202 175 200198 207203199205201 SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD W W W W W W W W W W W W W W W W W W W W SD SS SS SS S D S S S D S S PG E 64 4 W W W W W W W W W W W W SS SD SS SD SS SD SS SD SS SD SS SD SS SD SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SD SD SD SD LEMONGRASS LN 6.00' PUE 6+ 0 0 7+008+009+00 SSLN-K SSL N - K 1 (TYP) 2 (TYP) 1 SSMH K6 1 SSMH K5 3 4 7 SSMH K4 REFER TO RD SHEETS FOR CONNECTION TO EX. 8" STUB AND WORK WITHIN SCHOLLS FERRY ROW 5508" 55 0 8" 41 0 12 " 41012" 13 13 1 INCH = 20 FEET 20 10 20 SCALE 0 BLOOMFIELD AVE SEE SHEET 35 LE M O N G R A S S L N SE E S H E E T 36 .1 LEMONGRASS LN - PLAN SCALE: 1" = 20' LEMONGRASS LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10'36.2 LEMONGRASS LN SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 18+48.98, 16.75' RT. (LEMONGRASS) INSTALL 8" MJ GATE VALVE STA: 18+53.39, 9.00' RT. (LEMONGRASS) INSTALL 8" - 45° MJ BEND STA: 18+97.15, 13.89' LT. (LEMONGRASS) STA: 19+02.59, 14.90' LT. (LEMONGRASS) INSTALL 12" - 45° MJ BEND STA: 17+30.80, 3.13' LT. (LEMONGRASS) STA: 17+37.93, 4.00' RT. (LEMONGRASS) STA: 18+95.33, 18.73' LT. (LEMONGRASS) STA: 19+03.34, 20.22' LT. (LEMONGRASS) 1 3 4 13 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 198 9+56.83 SSLN-K 40.00 0.0900 316.78 199 9+27.02 SSLN-K 40.00 0.0900 316.63 200 8+92.86 SSLN-K 40.00 0.0900 316.46 201 8+76.80 SSLN-K 40.00 0.1858 320.01 202 8+28.02 SSLN-K 40.00 0.1504 318.35 203 8+11.32 SSLN-K 40.00 0.1472 318.14 204 7+67.18 SSLN-K 40.00 0.1373 317.52 205 7+37.33 SSLN-K 40.00 0.1307 317.11 206 7+02.18 SSLN-K 40.00 0.1222 316.60 207 6+68.56 SSLN-K 40.00 0.1184 316.58 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 7 SS L N - K SE E S H E E T 48 . 1 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 6 ) S S - L E M O N G R A S S . d w g - S H E E T : 36 . 2 Se p . 1 0 , 1 8 - 1: 0 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1137 316.839.7 8+29.5 0.1555 318.239.6 8+13.5 0.1498 317.839.4 7+70.0 0.1320 316.9 7+40..0 0.1283 316.640.1 7+04.5 0.130640.5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 300 310 320 330 340 350 360 370 300 310 320 330 340 350 360 370 9+75 10+00 11+00 12+00 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 1 + 0 6 . 0 0 ( W O O D G R O V E ) ST A = 1 9 + 8 7 . 1 7 ( 1 6 9 T H ) EL E V = 3 4 0 . 2 6 8" WTR 1.21' CLR8" SS 1.09' CLR 8" SS 0.74' CLR BE G I N C O N S T R U C T I O N ST A = 1 0 + 2 1 . 3 4 ( W O O D G R O V E ) EL E V = 3 3 6 . 8 5 SS M H B 6 ST A = 1 1 + 9 7 . 4 9 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E O U T = 3 3 4 . 7 0 ( W ) ST A = 1 1 + 8 8 . 0 6 ( S S L N - B ) RI M = 3 4 1 . 8 9 SS M H B 5 I N S I D E D R O P ST A = 1 0 + 9 9 . 0 0 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E I N = 3 2 9 . 2 3 ( W ) 8" I E I N = 3 3 2 . 0 0 ( E ) 4" I E I N = 3 3 3 . 8 5 ( N ) 8" I E O U T = 3 2 9 . 0 3 ( S ) ST A = 1 0 + 8 9 . 5 8 ( S S L N - B ) RI M = 3 3 9 . 8 0 ST A = 1 + 0 0 . 0 0 ( S S L N - G ) SS M H G 1 ST A = 1 0 + 1 8 . 7 0 , 6 . 1 0 ' L (W O O D G R O V E ) 8" I E O U T = 3 3 0 . 0 0 ( E ) ST A = 2 7 + 6 5 . 3 0 ( 1 6 5 T H ) RI M = 3 3 7 . 0 5 98.49 LF 8" (PVC) @ S=0.0274 79.68 LF 8" (PVC) @ S=0.0096 0.0244 32 8 . 9 6 33 1 . 7 3 32 8 . 7 4 NO T B U I L T 33 4 . 1 3 W W W 10+00 11+00 12+00 193 190 44 188 43 192 191 189 45 SD SD SD S D S D S D S D S D W W W W W W W W W W S D S S S D S S S D S S S S SD SS S S PGE 644 S S WOODGROVE ST SS SS S S S S S S SS SS SS SS10+00 11+00 12+00 10+00 11+00 12+00 S D FUTURE WOODGROVE ST EXTENSION 16 9 T H A V E SSLN-G SSLN-B 6.00' PUE 6.00' PUE PROTECT EXISTING POLE AND GUY WIRE FUTURE SIDEWALK 11+00 11+88 1 5 SSMH B6 SSMH B5 SSMH G1 1 (TYP) 2 (TYP) 1E1 4 12A 3 1+001+80 PROPOSED WATERLINE TO LOOP TO STREET H, SEE SHEET 36 SS L N - B 5508" 55 0 8" 55 0 8" 5508" UNDER SEPARATE PERMIT S S 1 INCH = 20 FEET 20 10 20 SCALE 0 WO O D G R O V E S T SE E S H E E T 37 . 2 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 33.3 37.1 WOODGROVE ST SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 1E SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 44 11+68.23 SSLN-B 30.00 0.0439 335.64 188 11+83.34 SSLN-B 30.00 0.0484 336.19 189 11+60.34 SSLN-B 30.00 0.0641 336.03 190 11+28.34 SSLN-B 30.00 0.0820 335.69 191 SSMH B5 30.00 0.0740 336.07 192 1+25.18 SSLN-G 30.00 0.1623 334.51 193 1+64.45 SSLN-G 30.00 0.0440 331.34 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 10+52.00, 17.00' RT. (WOODGROVE) INSTALL 8" MJ GATE VALVE STA: 10+62.00, 9.00' RT. (WOODGROVE) INSTALL 8" MJ TEE STA: 11+15.00, 9.00' RT. (WOODGROVE) INSTALL 12" MJ BUTTERFLY VALVE & 12 MJ PLUG STA:9+97.82, 13.29' RT. (SABRINA) INSTALL 12" MJ TEE W/ (2) 8" X 12" REDUCERS (NORTH & EAST) STA: 9+99.47, 12.94' RT. (WOODGROVE) 3 4 1 5 11 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2 12A Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 7 ) S S - W O O D G R O V E . d w g - S H E E T : 37 . 1 Se p . 1 0 , 1 8 - 1: 0 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0491 336.044.0 0.0293 334.926.4 0.0591 335.531.8 0.0728 335.130.5 10+93.5 SSLN-B 0.0531 333.630.4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 290 300 310 320 330 340 350 360 370 290 300 310 320 330 340 350 360 370 12+00 13+00 14+00 15+00 16+00 17+00 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 5 + 0 6 . 2 8 ( W O O D G R O V E ) ST A = 2 1 + 1 5 . 9 9 ( B L O O M F I E L D ) EL E V = 3 3 3 . 8 4 12" WT/12" SD 1.81' CLR 8" WT/12" SD 2.14' CLR 8" WT/10" SD 1.07' CLR 12" WT/10" SD 0.81' CLR10" SD/8" SS 0.82' CLR 10" SD 1.43' CLR IN T E R S E C T I O N ST A = 1 6 + 6 7 . 7 8 ( W O O D G R O V E ) ST A = 2 7 + 9 0 . 3 4 ( R I V E R T E R R A C E ) EL E V = 3 2 6 . 8 2 273.47 LF 8" (PVC) @ S=0.0285 152.50 LF 8" (PVC ) @ S=0.0492 SS M H A 1 0 ST A = 1 6 + 5 1 . 7 8 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E I N = 3 1 8 . 0 0 ( W ) 8" I E O U T = 3 1 7 . 8 0 ( S ) ST A = 2 0 + 3 2 . 0 9 ( S S L N - A ) RI M = 3 2 6 . 1 4 SS M H A 1 1 ST A = 1 4 + 9 9 . 2 8 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E I N = 3 2 6 . 2 0 ( W ) 4" I E I N = 3 2 5 . 8 3 ( S ) 8" I E O U T = 3 2 5 . 5 0 ( E ) ST A = 2 1 + 8 4 . 5 9 ( S S L N - A ) RI M = 3 3 4 . 1 0 SS M H A 1 2 ST A = 1 2 + 2 5 . 8 1 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E O U T = 3 3 4 . 0 0 ( E ) ST A = 2 4 + 5 8 . 0 6 ( S S L N - A ) RI M = 3 4 1 . 6 5 8" DI WATER 12" SD/4" SS 0.58' CLR 12" SD/4" SS 0.75' CLR 12" SD/4" SS 0.56' CLR12" SD/4" SS 0.58' CLR 12" SD/4" SS 0.82' CLR 12" SD/4" SS 1.08' CLR 12" SD/4" SS 0.77' CLR 12" SD/4" SS 1.07' CLR 12" DI WATER 8" WT/12" WT 0.50' CLR 8" WT/10" SD 2.18' CLR 0.0286 33 3 . 5 9 32 5 . 7 6 32 5 . 3 5 32 5 . 1 5 33 3 . 9 4 31 7 . 7 6 31 7 . 5 6 0.0485 12+00 13+00 14+00 15+00 16+00 17+00 28 + 0 0 21 + 0 0 181 535248 186 182 179 50 188 46 184 180 5149 187 47 185 183 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 W W W W W W W S D S S S D S S S D S S S D S S S D S S S D S S SD SS SS SDSD SS SS SD SS SD SS SS SD SS SS SSSS SS SS SS PG E 64 4 PG E 64 4 W W W W W W W W W W W W PG E 64 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S 12+00 13+00 14+00 15+00 16+00 17+00 WOODGROVE ST 12+00 13+00 14+00 15+00 16+00 17+00 S D S D SD S D S D S D SD 6.00' PUE SSLN-A 6.00' PUE 6.00' PUE 45 S D 11+88 13 SSMH A12 SSMH A11 SSMH M1 SSMH A10 111 (TYP) 9 5 4 2 (TYP) 2 0 + 0 0 21+0022+0023+0024+0024+58 5 SSLN-A SD SD SD SD SD SD SS 55 0 8" 5508" 55 0 8" 5508" 55 0 8" 41012" 41 0 12 " 13 13 19 17 1112 5A 1 INCH = 20 FEET 20 10 20 SCALE 0 WO O D G R O V E S T SE E S H E E T 37 . 3 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WO O D G R O V E S T SE E S H E E T 37 . 1 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 37.2 WOODGROVE ST SANITARY SEWER & WATER PLAN AND PROFILE WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 16+07.68, 21.00' LT. (WOODGROVE) INSTALL 8" MJ GATE VALVE STA: 14+67.28, 9.00' RT. (WOODGROVE) INSTALL 8" MJ TEE STA: 15+10.28, 13.00' RT. (WOODGROVE) STA: 16+78.28, 5.00' RT. (WOODGROVE) STA: 16+78.28, 13.00' RT. (WOODGROVE) INSTALL 8" MJ TEE W/ 8" X 12" REDUCER (NORTH) STA: 15+47.08, 13.00' RT. (WOODGROVE) INSTALL 8" - 11.25° MJ BEND STA: 14+80.70, 9.00' RT. (WOODGROVE) STA: 15+00.81, 13.00' RT. (WOODGROVE) INSTALL 12" MJ BUTTERFLY VALVE STA: 15+47.08, 10.50' RT. (WOODGROVE) INSTALL 12" X 12" MJ TEE STA: 15+47.08, 8.00' RT. (WOODGROVE) INSTALL 12" - 45° MJ BEND STA: 15+15.28, 3.00' RT. (WOODGROVE) STA: 15+20.28, 8.00' RT. (WOODGROVE) STA: 16+68.28, 8.00' RT. (WOODGROVE) STA: 16+73.28, 13.00' RT. (WOODGROVE) INSTALL 6" BLOWOFF PER DETAIL NO. 571, SEE SHEET DTL8 STA: 16+69.58, 9.30' RT. (WOODGROVE) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 15+17.01, 4.73' RT. (WOODGROVE) 3 4 1 5 9 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 45 24+52.49 SSLN-A 44.00 0.0310 335.41 46 24+20.53 SSLN-A 44.00 0.0444 335.09 47 23+64.73 SSLN-A 44.00 0.0679 334.53 48 23+10.49 SSLN-A 44.00 0.0889 333.91 49 22+72.73 SSLN-A 44.00 0.0891 332.84 50 22+25.72 SSLN-A 44.00 0.0680 330.57 51 SSMH A11 44.00 0.0356 327.90 52 21+24.22 SSLN-A 44.00 0.0252 324.18 53 20+73.72 SSLN-A 44.00 0.0200 321.30 180 22+15.72 SSLN-A 30.00 0.1259 331.07 181 22+52.69 SSLN-A 30.00 0.1297 332.24 182 22+82.73 SSLN-A 30.00 0.1268 333.01 183 23+22.23 SSLN-A 30.00 0.1176 333.86 184 23+48.69 SSLN-A 30.00 0.1081 334.33 185 23+76.69 SSLN-A 30.00 0.0972 334.80 186 24+10.19 SSLN-A 30.00 0.0860 335.42 187 24+40.69 SSLN-A 30.00 0.0743 335.94 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE.BLOOMFIELD AVE SEE SHEET 35 13 RIVER TERRACE BLVD SEE SHEET 32.3 RIVER TERRACE BLVD SEE SHEET 32.3 17 19 5A 12 11 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 7 ) S S - W O O D G R O V E . d w g - S H E E T : 37 . 2 Se p . 1 0 , 1 8 - 1: 0 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 24+22.0 0.0420 334.645.2 0.0600 333.845.2 0.0865 333.4 0.093845.7 22+28.0 0.0640 330.044.3 21+26.5 0.0515 324.945.6 0.0622 328.144.7 44.5 22+17.0 0.1478 331.129.0 22+54.5 0.1451 332.128.7 22+84.5 0.148329.1 23+24.5 0.1454 334.3 23+50.5 0.0892 333.329.5 23+78.5 0.0893 334.2 24+12.0 0.0929 335.330.6 24+42.5 0.0554 335.030.7 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 17+00 18+00 19+00 20+00 21+00 22+00 22+25 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 10" SD 0.59' CLR 10" SD 0.93' CLR 12" SD 1.14' CLR IN T E R S E C T I O N ST A = 2 1 + 8 4 . 8 1 ( W O O D G R O V E ) ST A = 2 7 + 6 2 . 3 0 ( 1 6 5 T H A V E ) EL E V = 3 1 9 . 5 7 273.26 LF 8" (PVC) @ S=0.0281 SS M H C 5 ST A = 2 1 + 7 7 . 4 7 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E I N = 3 1 1 . 3 2 ( W ) 8" I E O U T = 3 1 1 . 1 2 ( S ) ST A = 1 1 + 7 9 . 0 0 ( S S L N - C ) RI M = 3 1 9 . 5 0 SS M H C 6 ST A = 1 9 + 0 4 . 2 0 , 7 . 0 0 ' L (W O O D G R O V E ) 8" I E O U T = 3 1 9 . 0 0 ( E ) ST A = 1 4 + 5 2 . 2 6 ( S S L N - C ) RI M = 3 2 6 . 6 1 6.01' PIPE COVER 0.0287 31 0 . 9 7 31 0 . 7 2 31 8 . 8 2 10 + 0 0 17+00 18+00 19+00 20+00 21+00 27 + 6 2 28 + 0 0 166 165 163 161 152 164 TRACT I 162 151 S D S D 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 W W W W W S S S D S S S D S S S D S S S S S S S D S S S D S S S D S S SS PGE 644 PGE 644 PGE 660 PGE 644 S S S S S S SS SS SS SS SS SS SS SS SS SS SS 17+00 18+00 19+00 20+00 21+00 17+00 18+00 19+00 20+00 21+00WOODGROVE ST S D S D S D S D SD SSLN-C 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE 138 141 142 139 140 10.00' PRIVATE UTILITY EASEMENT 12.00' ACCESS EASEMENT 11 12+0013+0014+0014+52 SSMH C6 SSMH J2 SSMH L4 SSMH C5 5 1 2 (TYP) (TYP) 4 1C4 55 0 8" 5508"5508" 55 0 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 WO O D G R O V E S T SE E S H E E T 37 . 2 WOODGROVE ST - PLAN SCALE: 1" = 20' WOODGROVE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 165TH AVE SEE SHEET 34.2 REDFOX TER SEE SHEET 45 37.3 WOODGROVE ST SANITARY SEWER & WATER PLAN AND PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL WATER METER BACK, 6-1" WATER SERVICES WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 3/4" WATER METER IN DRIVEWAY IN 24"x36"x12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 17+10.65, 5.49' RT. (WOODGROVE) STA: 21+45.47, 9.00' RT. (WOODGROVE) INSTALL 8" MJ TEE STA: 21+93.47, 9.00' RT. (WOODGROVE) 4 1 5 2 1C SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 139 13+66.19 SSLN-C 40.00 0.0200 317.54 140 13+12.19 SSLN-C 40.00 0.0289 316.38 141 12+69.19 SSLN-C 40.00 0.0200 314.82 142 12+26.69 SSLN-C 40.00 0.0200 313.62 161 12+21.69 SSLN-C 26.00 0.0200 313.20 162 12+79.19 SSLN-C 26.00 0.0232 314.90 163 13+32.19 SSLN-C 26.00 0.0571 317.27 164 13+96.18 SSLN-C 26.00 0.0809 319.69 165 14+47.19 SSLN-C 26.00 0.0639 320.68 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. AUTUMNVALE LN SEE SHEET 42.2 ALLEY B SEE SHEET 46 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 7 ) S S - W O O D G R O V E . d w g - S H E E T : 37 . 3 Se p . 1 0 , 1 8 - 1: 0 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 13+67.0 0.0772 319.6 14+46.0 0.0545 320.326.5 0.0581 317.340.2 0.0292 314.941.3 0.0364 314.041.0 0.0646 314.127.1 0.0606 315.726.9 0.0925 317.9 0.0733 319.326.6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 295 300 310 320 330 340 350 360 370 295 300 310 320 330 340 350 360 370 9+75 10+00 11+00 12+00 13+00 13+50 CLASS 'B' GRANULAR BEDDING & BACKFILL 3.00' MIN. COVER SS M H F 2 ST A = 1 0 + 7 1 . 0 2 , 7 . 0 0 ' L (L A R K S P R I N G ) 8" I E O U T = 3 3 1 . 0 0 ( E ) ST A = 5 + 7 4 . 7 6 ( S S L N - F ) RI M = 3 3 9 . 2 4 275.43 LF 8" (PVC) @ S=0.0138 SS M H F 1 ST A = 1 3 + 4 6 . 4 5 , 7 . 0 0 ' L (L A R K S P R I N G ) 8" I E I N = 3 2 7 . 2 0 ( W ) 8" I E O U T = 3 2 7 . 0 0 ( E ) ST A = 2 + 9 9 . 3 3 ( S S L N - F ) RI M = 3 3 4 . 8 4 8" DI WATER 8" WT/10" SD 0.81' CLR 33 0 . 8 6 0.0149 32 6 . 7 5 32 6 . 4 7 17 + 0 0 18 + 0 0 10+00 11+00 12+00 13+00 63 61 32 59 57 33 35 6062 58 34 36 S D S D 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 S D S S S D S S S D S S S D S S S D S S SD SS SD SS SD SS S D S S SD SS SS SS SS SS SS SS S S SS SD S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS LARKSPRING LN S D S D S D S D 16 9 T H A V E 6.00' PUE, TYP. 64 65 66 67 68 69 70 (TYP) 2 2 (TYP) 1 1 3+004+005+005+75 (TYP) SSMH F1 SSMH F2 SSMH B4 1 1 (TYP) 45 SSLN-F SS L N - B 19 55 0 8" 55 0 8" 5508" 1 INCH = 20 FEET 20 10 20 SCALE 0 38.1 LARKSPRING LN SANITARY SEWER & WATER PLAN & PROFILE LA R K S P R I N G L N SE E S H E E T 38 . 2 LARKSPRING LN - PLAN SCALE: 1" = 20' LARKSPRING LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 33.3 169TH AVE SEE SHEET 33.3 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 57 2+87.76 SSLN-F 26.00 0.0636 328.20 58 3+41.76 SSLN-F 26.00 0.1357 331.48 59 3+83.76 SSLN-F 26.00 0.2119 334.04 60 4+55.76 SSLN-F 26.00 0.2802 336.81 61 5+01.94 SSLN-F 26.00 0.2484 336.62 62 5+21.76 SSLN-F 26.00 0.2171 336.08 63 5+71.77 SSLN-F 26.00 0.0902 333.47 64 5+66.78 SSLN-F 40.00 0.0698 333.85 65 5+36.56 SSLN-F 40.00 0.0800 333.84 66 4+96.94 SSLN-F 40.00 0.0800 333.29 67 4+36.26 SSLN-F 40.00 0.0800 332.46 68 3+88.76 SSLN-F 40.00 0.0800 331.80 69 3+46.76 SSLN-F 40.00 0.0800 331.22 70 2+92.76 SSLN-F 40.00 0.0441 328.58 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 10+43.00, 9.00' RT. (LARKSPRING) INSTALL 8" MJ TEE STA: 10+14.00, 9.00' RT. (LARKSPRING) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 11+75.00, 17.00' RT. (LARKSPRING) 4 1 5 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 19 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 8 ) S S - L A R K S P R I N G . d w g - S H E E T : 38 . 1 Se p . 1 0 , 1 8 - 1: 1 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 2+86.0 326.0 0.1583 331.827.0 0.1812 332.825.5 5+35.5 0.0861 334.041.4 4+98.5 0.0504 332.042.7 0.1290 334.426.5 0.0645 333.641.3 0.0937 333.043.0 0.0803 331.540.5 0.0672 330.440.5 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 290 300 310 320 330 340 350 360 370 290 300 310 320 330 340 350 360 370 13+50 14+00 15+00 15+90 CLASS 'B' GRANULAR BEDDING & BACKFILL 8" DI WATER 3.00' MIN. COVER SS M H A 9 ST A = 1 5 + 4 5 . 7 8 , 7 . 0 0 ' L (L A R K S P R I N G ) 8" I E I N = 3 1 5 . 3 0 ( N ) 8" I E I N = 3 1 6 . 3 3 ( W ) 8" I E O U T = 3 1 5 . 1 0 ( S ) ST A = 1 7 + 8 1 . 0 9 ( S S L N - A ) RI M = 3 2 5 . 7 0 ST A = 1 + 0 0 . 0 0 ( S S L N - F ) 199.33 LF 8" (PVC) @ S=0.0535 8" DI WATER 8" DI WATER 8" WT/10" SD 0.76' CLR 31 3 . 9 6 31 5 . 1 0 31 3 . 8 0 0.0570 25 + 0 0 26 + 0 0 14+00 15+00 5556 54 S D S D 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 S D S S S D S S S D S S S S S S SD SS SD SS SD SS PG E 64 4 PG E 64 4 W W W W W W S S S S S S S S S S SS SS SS SS SS SS SS SS S D S D S D SD SD LARKSPRING LN 6.00' PUE, TYP. 6.00' PUE, TYP. SW R I V E R T E R R A C E B O U L E V A R D 71 72 73 (TYP) 2 2 (TYP) 1 SSMH A9 1 8 + 0 0 SS L N - A 1+002+00 1 (TYP) 1 (TYP) 4 SSLN-F 5 55 0 8" 5508" 5508" 55 0 8" 5 1 INCH = 20 FEET 20 10 20 SCALE 0 38.2 LARKSPRING LN SANITARY SEWER & WATER PLAN & PROFILE LA R K S P R I N G L N SE E S H E E T 38 . 1 LARKSPRING LN - PLAN SCALE: 1" = 20' LARKSPRING LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 32.1 RIVER TERRACE BLVD SEE SHEET 32.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 54 1+43.00 SSLN-F 26.00 0.0267 319.49 55 1+93.50 SSLN-F 26.00 0.0373 322.47 56 2+57.50 SSLN-F 26.00 0.0551 326.36 71 2+47.50 SSLN-F 40.00 0.0360 325.83 72 1+99.78 SSLN-F 40.00 0.0274 322.93 73 1+48.00 SSLN-F 40.00 0.0200 319.86 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 15+16.78, 9.00' RT. (LARKSPRING) INSTALL 8" MJ TEE STA: 15+72.28, 9.00' RT. (LARKSPRING) STA: 15+72.28, 9.00' LT. (LARKSPRING) 4 1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 5 WA T E R L I N E SE E S H E E T 44 . 1 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 8 ) S S - L A R K S P R I N G . d w g - S H E E T : 38 . 2 Se p . 1 0 , 1 8 - 1: 1 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 1+92.5 0.0781 322.626.4 0.0373 318.725.7 0.0509 325.625.5 0.0423 322.741.3 0.0232 319.041.3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 8+75 9+00 10+00 11+00 12+00 13+00 -2.50% 6.22% CLASS 'B' GRANULAR BEDDING & BACKFILL SS M H E 2 ST A = 1 0 + 6 9 . 0 1 , 8 . 0 0 ' L (S N O W D A L E ) 8" I E O U T = 3 1 3 . 5 0 ( E ) ST A = 5 + 7 6 . 7 7 ( S S L N - E ) RI M = 3 2 2 . 1 8 253.76 LF 8" (PVC) @ S=0.0099 3.00' MIN. COVER 8" DI WATER 8" WT/10" SD 1.03' CLR 12" DI WATER 31 3 . 2 7 0.0097 15 + 0 0 10+00 11+00 12+00 13+00 84 85 22 8886 89 TRACT B 24 87 23 S D S D S D S D 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 S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S S D S S SS SS SS SD S S S S W W W W W PGE 233 PGE 233 SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S D SNOWDALE ST 6.00' PUE, TYP. 83 7879808182 2 (TYP) 2 (TYP) (TYP) 2 (TYP) 21 4+005+005+77 SSLN-E SS L N - B SSMH B3 SSMH E2 1 (TYP) 4 5 9+00 10+00 17A 6A 19 5508" 55 0 8" 55012" 55 0 8" 3 1 INCH = 20 FEET 20 10 20 SCALE 0 39.1 SNOWDALE ST SANITARY SEWER & WATER PLAN & PROFILE SN O W D A L E S T SE E S H E E T 39 . 2 SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 33.2 169TH AVE SEE SHEET 33.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 78 3+44.11 SSLN-E 26.00 0.2406 317.63 79 3+79.78 SSLN-E 26.00 0.3125 319.85 80 4+33.78 SSLN-E 26.00 0.3574 321.55 81 4+82.71 SSLN-E 26.00 0.3258 321.21 82 5+25.78 SSLN-E 26.00 0.2429 319.48 83 5+71.78 SSLN-E 26.00 0.1166 316.65 84 5+66.78 SSLN-E 40.00 0.0848 316.96 85 5+30.78 SSLN-E 40.00 0.1494 319.19 86 4+87.71 SSLN-E 40.00 0.1400 318.39 87 4+38.78 SSLN-E 40.00 0.1400 317.91 88 3+84.78 SSLN-E 40.00 0.1400 317.38 89 3+60.78 SSLN-E 40.00 0.1400 317.14 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 9+57.00, 16.30' RT. (SNOWDALE) INSTALL 8" MJ GATE VALVE STA: 20+40.78, 9.00' RT. (SNOWDALE) INSTALL 12" MJ CROSS W/ 12" X 8" REDUCER (NORTH, SOUTH, & EAST) STA: 10+14.00, 9.00' RT. (SNOWDALE) INSTALL 2" TEMPORARY BLOWOFF W/ 8" PHASE BREAK VALVE PER DETAIL NO. 571, SEE SHEET DTL8. STA: 8+89+96, 7.00' RT. (SNOWDALE) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 12+17.07, 17.00' RT. (SNOWDALE) 3 4 1 6A 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 17A 19 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 9 ) S S - S N O W D A L E . d w g - S H E E T : 39 . 1 Se p . 1 0 , 1 8 - 1: 1 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 3+45.0 0.1602 315.325.5 5+27.0 0.1804 317.625.7 4+40.0 0.1640 319.042.1 3+82.5 0.1194 316.541.2 3+58.5 0.1141 316.141.4 0.2727 318.224.4 0.2035 317.825.8 0.1057 316.1 0.0672 316.140.3 0.1260 318.241.0 0.1472 318.640.8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 13+00 14+00 15+00 16+00 17+0017+10 2.50% -7.04% -2.50% -1.50% CLASS 'B' GRANULAR BEDDING & BACKFILL CLASS 'B' GRANULAR BEDDING & BACKFILL SS M H E 1 ST A = 1 3 + 2 2 . 7 7 , 8 . 0 0 ' L (S N O W D A L E ) 8" I E I N = 3 1 1 . 0 0 ( W ) 8" I E O U T = 3 1 0 . 8 0 ( E ) ST A = 3 + 2 3 . 0 1 ( S S L N - E ) RI M = 3 2 1 . 9 8 223.01 LF 8" (PVC ) @ S=0.0475 SS M H A 8 ST A = 1 5 + 4 5 . 7 8 , 8 . 0 0 ' L (S N O W D A L E ) 8" I E I N = 3 0 0 . 2 0 ( W ) 8" I E I N = 3 0 1 . 0 0 ( N ) 8" I E O U T = 3 0 0 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - E ) RI M = 3 1 0 . 3 9 128.39 LF 8" (PVC) @ S=0.0203 3.00' MIN. COVER 8" DI WATE R 8" DI WATER 8" WT/10" SD 0.55' CLR 8" WT/10" SD 1.62' CLR SS M H H 3 ST A = 1 6 + 4 3 . 7 8 , 5 . 5 9 ' L (S N O W D A L E ) 8" I E O U T = 3 0 0 . 8 0 ( E ) ST A = 5 + 2 8 . 5 8 ( S S L N - H ) RI M = 3 0 8 . 5 1 29 9 . 2 5 30 0 . 0 6 29 8 . 8 1 31 0 . 8 2 31 0 . 6 3 30 0 . 5 9 0.0510 0.0206 23 + 0 0 13+00 14+00 15+00 16+00 17+00 1159193 TRACT I 1149092 S D S D S D 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 W S S S D S S S D S S S D S S S S S D S S S D S S S D S S S S S D S S SD S S PG E 64 4 W W W W W W W PGE 660 S S S S S S SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SNOWDALE ST SD SD SNOWDALE ST SW R I V E R T E R R A C E B L V D 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. S D S D 75767778 74 89 2 (TYP) (TYP) 21 1 1 1+002+003+00 5+00 5+29 SSLN-E SSMH E1 SSMH A8 SSMH H3 SSLN-H SS L N - A 1 (TYP) 1 (TYP) 1 (TYP) R409.00' 4 6 S C S D S D S D S D 55 0 8" 55 0 8" 5508"5508" 1 INCH = 20 FEET 20 10 20 SCALE 0 39.2 SNOWDALE SANITARY SEWER & WATER PLAN & PROFILE SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SN O W D A L E S T SE E S H E E T 39 . 3 RIVER TERRACE BLVD SEE SHEET 32.2 SN O W D A L E S T SE E S H E E T 39 . 1 RIVER TERRACE BLVD SEE SHEET 32.2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 74 1+47.52 SSLN-E 26.00 0.0521 303.98 75 2+09.78 SSLN-E 26.00 0.0994 308.17 76 2+37.78 SSLN-E 26.00 0.1240 310.14 77 2+91.78 SSLN-E 26.00 0.1715 313.94 78 3+44.11 SSLN-E 26.00 0.2406 317.63 89 3+60.78 SSLN-E 40.00 0.1400 317.14 90 2+94.78 SSLN-E 40.00 0.1129 314.14 91 2+42.78 SSLN-E 40.00 0.0834 310.49 92 2+04.78 SSLN-E 40.00 0.0616 307.81 93 1+52.52 SSLN-E 40.00 0.0339 304.22 114 5+24.58 SSLN-H 38.92 0.0417 302.51 115 4+73.04 SSLN-H 38.75 0.0505 301.80 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 15+14.28, 9.00' RT. (SNOWDALE) INSTALL 8" MJ CROSS STA: 15+67.78, 9.00' RT. (SNOWDALE) 4 1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 6 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 9 ) S S - S N O W D A L E . d w g - S H E E T : 39 . 2 Se p . 1 0 , 1 8 - 1: 1 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.090724.1 2+06.5 0.0566 307.139.7 3+45.0 0.1602 315.325.5 3+58.5 0.1141 316.141.4 0.1312 308.527.1 0.1395 309.824.2 0.1507 313.025.1 0.1011 313.541.1 0.093040.5 0.0239 303.141.1 0.044839.5 0.0573 301.940.9 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 17+10 18+00 19+00 20+00 21+0021+05 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BEDDING & BACKFILL 53.19 LF 8" (PVC) @ S=0.0376 247.00 LF 8" (PVC) @ S=0.0417 SS M H H 1 ST A = 1 8 + 2 4 . 7 8 , 7 . 0 0 ' L (S N O W D A L E ) 8" I E I N = 2 9 6 . 0 0 ( N ) 8" I E I N = 2 9 6 . 0 0 ( W ) 8" I E O U T = 2 9 5 . 0 0 ( E ) ST A = 3 + 4 7 . 0 0 ( S S L N - H ) RI M = 3 0 4 . 9 9 SS M H H 2 ST A = 1 7 + 7 1 . 9 0 , 7 . 3 8 ' L (S N O W D A L E ) 8" I E I N = 2 9 8 . 2 0 ( W ) 8" I E O U T = 2 9 8 . 0 0 ( E ) ST A = 4 + 0 1 . 0 2 ( S S L N - H ) RI M = 3 0 6 . 5 3 SS M H C 3 ST A = 2 0 + 7 1 . 7 8 , 6 . 9 9 ' L (S N O W D A L E ) 8" I E I N = 2 8 4 . 7 0 ( N ) 8" I E I N = 2 8 4 . 7 0 ( W ) 8" I E O U T = 2 8 4 . 5 0 ( S W ) ST A = 7 + 0 6 . 5 1 ( S S L N - C ) RI M = 2 9 3 . 8 2 3.00' MIN. COVER 8" DI WATER 8" WT/10" SD 0.81' CLR 8" WT/10" SD 0.52' CLR 29 7 . 9 4 29 7 . 7 9 29 5 . 7 2 29 4 . 5 4 29 5 . 7 7 30 4 . 8 4 0.0415 0.0389 29 3 . 4 0 28 4 . 4 0 28 4 . 3 0 28 4 . 2 0 10 + 0 0 18+00 19+00 20+00 23 + 0 0 118116 TRACT E117 S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D W W W W W W W W W W W W W W W W W W W W W S S SD S S SD S S SD S S SD SS SD SS S D S S S S S D S S SD SS SD SS PGE 644 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S S S S S S S S SD S D S D SNOWDALE ST 16 5 T H A V E 6.00' PUE, TYP. 120119127 122121 6.00' PUE, TYP. RE D F O X T E R (TYP) 2 1 2 (TYP) 1 1 1 6+00 7+00 1+002+003+004+00 SSLN-H SSMH H2 SSMH H1 SSMH C3 7 (TYP) 1 1 (TYP) (TYP) 4 R391.00' EXISTING R/W 25' SANITARY & STORM EASEMENT 17A S D S D 55 0 8"41 0 8" 5508" 7 1C 1 INCH = 20 FEET 20 10 20 SCALE 0 39.3 SNOWDALE ST SANITARY SEWER & WATER PLAN & PROFILE SN O W D A L E S T SE E S H E E T 39 . 2 SNOWDALE ST - PLAN SCALE: 1" = 20' SNOWDALE ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REDFOX TER SEE SHEET 45.1 165TH AVE SEE SHEET 34.1 STREET SSLN-C SEE SHEET 48.1 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL WATER METER BANK, 6-1" WATER SERVICES WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 20+40.78, 9.00' RT. (SNOWDALE) INSTALL 8" - 45° MJ BEND STA: 20+78.78, 9.01' RT. (SNOWDALE) STA: 20+83.78, 0.52' LT. (SNOWDALE) STA: 20+88.78, 0.99' LT. (SNOWDALE) STA: 20+88.78, 4.48' RT. (SNOWDALE) INSTALL 2" TEMPORARY BLOWOFF W/ 8" PHASE BREAK VALVE PER DETAIL NO. 570, SEE SHEET DTL7. STA: 20+88.78, 23.33' RT. (SNOWDALE) 4 1 7 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 116 4+31.54 SSLN-H 38.07 0.0556 301.12 117 3+76.98 SSLN-H 40.00 0.0731 300.22 118 3+28.00 SSLN-H 40.00 0.0936 298.12 119 2+86.00 SSLN-H 26.00 0.1034 295.31 120 2+33.78 SSLN-H 26.00 0.0629 292.08 121 1+87.50 SSLN-H 26.00 0.0309 289.32 122 1+46.70 SSLN-H 26.00 0.0156 287.22 TL1 2+74.00 SSLN-H 40.00 0.0200 292.92 TL2 2+28.00 SSLN-H 40.00 0.0200 291.00 TL3 1+82.00 SSLN-H 40.00 0.0200 289.09 TL4 1+43.50 SSLN-H 40.00 0.0200 287.48 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ALL JOINTS ON 18" WATER TRANSMISSION LINE ARE TO BE RESTRAINED. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 17A 1C Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 3 9 ) S S - S N O W D A L E . d w g - S H E E T : 39 . 3 Se p . 1 0 , 1 8 - 1: 1 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0811 295.040.5 0.0540 291.940.5 0.0524 289.939.8 0.0701 301.640.3 0.0876 300.640.5 0.1109 298.3 0.1455 296.025.8 0.1020 292.726.2 0.1763 291.025.8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 9+71 10+00 11+00 12+00 13+00 13+50 CLASS 'B' GRANULAR BEDDING & BACKFILL SS M H D 2 ST A = 1 0 + 7 0 . 3 8 , 7 . 0 0 ' L (B I R D S O N G ) 8" I E O U T = 2 9 7 . 3 0 ( E ) ST A = 5 + 7 5 . 4 0 ( S S L N - D ) RI M = 3 0 4 . 9 9 235.70 LF 8" (PVC) @ S=0.0115 SS M H D 1 ST A = 1 3 + 0 6 . 0 9 , 7 . 0 0 ' L (B I R D S O N G ) 8" I E I N = 2 9 4 . 6 0 ( W ) 8" I E O U T = 2 9 4 . 4 0 ( E ) ST A = 3 + 3 9 . 6 9 ( S S L N - D ) RI M = 3 0 3 . 7 9 239.69 LF 8" (PVC) @ S=0.0559 3.00' MIN. COVER 8" WT/10" SD 0.85' CLR 29 3 . 7 0 0.0153 29 3 . 6 6 0.0542 W W W W W W W W W W W W W W W W W W W W S D S S S D S S S D S S S D S S S D S S S S S D S S S D S S S D S S SS SD SS SS SS SS S S S S S D SS SS 13 + 0 0 10+00 11+00 12+00 13+00 101 9798 13 107 102 100 11 12 99 105 109 103 10 104 14 106 108 110 S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS BIRDSONG ST SD 16 9 T H A V E 6.00' PUE, TYP. 6.00' PUE, TYP. (TYP) 1 5 2 1 (TYP) 2 3+004+005+005+75 1 1 (TYP)(TYP) 1 (TYP) 1 (TYP) SSLN-D SSMH D2 SSMH D1 SSMH B2 SS L N - B 4 55 0 8" 5508" 55 0 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 40.1 BIRDSONG ST SANITARY SEWER & WATER PLAN & PROFILE BI R D S O N G S T SE E S H E E T 40 . 2 BIRDSONG ST - PLAN SCALE: 1" = 20' BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 169TH AVE SEE SHEET 33.2 169TH AVE SEE SHEET 33.1 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 97 2+79.78 SSLN-D 26.00 0.1005 293.83 98 3+33.78 SSLN-D 26.00 0.1236 297.45 99 3+87.22 SSLN-D 26.00 0.2165 300.94 100 4+36.78 SSLN-D 26.00 0.2697 302.89 101 4+79.78 SSLN-D 26.00 0.2592 303.11 102 5+25.78 SSLN-D 26.00 0.1897 301.83 103 5+71.78 SSLN-D 26.00 0.0713 299.28 104 5+68.78 SSLN-D 40.00 0.0532 299.52 105 5+30.78 SSLN-D 40.00 0.0800 300.16 106 4+84.78 SSLN-D 40.00 0.0800 299.63 107 4+26.78 SSLN-D 40.00 0.0800 298.96 108 3+82.22 SSLN-D 40.00 0.0800 298.45 109 3+51.21 SSLN-D 40.00 0.0700 297.70 110 2+84.78 SSLN-D 40.00 0.0688 294.25 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA:10+43.00, 9.00' RT. (BIRDSONG) INSTALL 8" MJ TEE STA: 10+14.00, 9.00' RT. (BIRDSONG) 4 1 5 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 0 ) S S - B I R D S O N G . d w g - S H E E T : 40 . 1 Se p . 1 0 , 1 8 - 1: 1 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 4+38.0 0.2838 302.224.2 4+81.0 0.2339 301.824.5 5+70.0 0.1065 300.125.1 3+81.0 0.1594 300.839.4 0.1716 294.925.0 0.1691 297.825.1 0.2624 301.225.3 0.1795 300.923.5 0.053040.2 0.0178 297.540.1 0.1362 300.740.5 0.0907 294.439.8 0.1125 300.6 0.1231 299.0 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 13+50 14+00 15+00 16+00 17+00 18+00 18+50 FINISH GRADE @ FUTURE STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BEDDING & BACKFILL -2.50% -6.70% -5.71% 1.50%2.50%-1.50% -0.99% 239.69 LF 8" (PVC) @ S=0.0559 SS M H A 7 ST A = 1 5 + 4 5 . 7 8 , 7 . 0 0 ' L (B I R D S O N G ) 8" I E I N = 2 7 2 . 4 6 ( E ) 8" I E I N = 2 8 1 . 0 0 ( W ) 8" I E I N = 2 8 1 . 0 0 ( N ) 8" I E O U T = 2 7 2 . 2 6 ( S ) ST A = 1 3 + 0 1 . 1 2 ( S S L N - A ) RI M = 2 8 9 . 9 3 ST A = 1 + 0 0 . 0 0 ( S S L N - C ) ST A = 1 + 0 0 . 0 0 ( S S L N - D ) 96.78 LF 8" (PVC) @ S=0.0050 155.95 LF 8" (PVC) @ S=0.0050 SS M H C 2 ST A = 1 7 + 9 9 . 1 0 , 8 . 7 1 ' L (B I R D S O N G ) 8" I E I N = 2 7 4 . 1 3 ( N E ) 8" I E O U T = 2 7 3 . 9 3 ( W ) ST A = 3 + 5 1 . 8 5 ( S S L N - C ) RI M = 2 8 0 . 7 6 358.26 LF 8" (PVC) @ S=0.0290 3.00' MIN. COVER SS M H C 1 ST A = 1 6 + 4 2 . 9 9 , 6 . 1 0 ' L (B I R D S O N G ) 8" I E I N = 2 7 3 . 1 4 ( E ) 8" I E O U T = 2 7 2 . 9 5 ( W ) ST A = 1 + 9 6 . 7 8 ( S S L N - C ) RI M = 2 8 5 . 5 5 8" DI WATER 8" DI WATER 8" WT/10" SD 1.52' CLR 29 0 . 9 6 28 0 . 6 6 28 0 . 6 6 8" I E O U T = 2 8 2 . 2 1 ( E ) 8" I E I N = 2 8 1 . 5 9 ( E ) 0.0051 0.0542 0.0031 27 3 . 3 2 27 2 . 7 2 28 8 . 8 2 28 7 . 7 5 27 7 . 3 8 27 3 . 8 0 W W W W W W W W W W W W W W W S D S S S D S S S D S S S S S S S D S S SD S S S D S S PG E 64 4 W W W W SW R I V E R T E R R A C E B O U L E V A R D 21 + 0 0 14+00 15+00 16+00 17+00 18+00 112 94 111 95 113 96 S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS S D S D SD BIRDSONG ST 6.00' PUE, TYP. FUTURE BIRDSONG ST (TYP) FU T U R E S W R I V E R TE R R A C E B O U L E V A R D 25' TEMPORARY EMERGENCY VEHICLE TURN AROUND EASEMENT 97 110 1G 1 12 (TYP) 2 6.00' PUE, TYP. 1+002+00 1+00 2+00 3+00 13 + 0 0 SSMH A7 SSMH C1 SSMH C2 1E (TYP) 2 SSLN-D SS L N - A SS L N - A SSLN-C 16A 2 55 0 8" 5508" 18A 41 0 12 " 13 18 18B 16 1 INCH = 20 FEET 20 10 20 SCALE 0 40.2 BIRDSONG ST SANITARY SEWER & WATER PLAN & PROFILE BI R D S O N G S T SE E S H E E T 40 . 1 BIRDSONG ST - PLAN SCALE: 1" = 20' BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 32.2 SSLN-A SEE SHEET 32.1 SS L N - C SE E S H E E T 47 . 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 3/4" WATER METER IN 24"X36"X12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL 12" - 45° MJ BEND STA: 15+59.78, 12.95' RT. (BIRDSONG) INSTALL 12" MJ TEE W/ 12" X 8" REDUCER (NORTHEAST) STA: 15+62.81, 15.97' RT. (BIRDSONG) INSTALL 12" MJ TEE W/ (2) 12" X 8" REDUCERS (NORTH & WEST) STA: 15+64.78, 9.00' RT. (BIRDSONG) INSTALL MJ PLUG IN 8" REDUCER (NORTHEAST). INSTALL MJ PLUG IN 12" TEE (SOUTH). INSTALL 12" MJ PLUG IN TEE (SOUTHWEST). 1 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 94 1+39.50 SSLN-D 26.00 0.0314 284.19 95 1+87.78 SSLN-D 26.00 0.0472 287.30 96 2+41.78 SSLN-D 26.00 0.0714 290.95 97 2+79.78 SSLN-D 26.00 0.1005 293.83 110 2+84.78 SSLN-D 40.00 0.0688 294.25 111 2+46.78 SSLN-D 40.00 0.0582 291.70 112 2+03.47 SSLN-D 40.00 0.0462 288.80 113 1+44.50 SSLN-D 40.00 0.0291 284.82 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 60" SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT TWO INSIDE DROPS WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL6. SANITARY NOTES: 2 3 1G2 18A 18 16 13 16A 18B Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 0 ) S S - B I R D S O N G . d w g - S H E E T : 40 . 2 Se p . 1 0 , 1 8 - 1: 1 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1548 287.126.8 0.1056 288.426.6 0.1394 292.226.3 0.1716 294.925.0 0.0907 294.439.8 0.073339.4 0.0675 289.139.8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 280 290 300 310 320 330 340 350 360 280 290 300 310 320 330 340 350 360 9+75 10+00 11+00 12+00 13+00 PVI STA: 11+10.31 PVI ELEV: 311.91 K: 13.20 LVC: 39.85 BV C S : 1 0 + 9 0 . 3 8 BV C E : 3 1 2 . 9 1 EV C S : 1 1 + 3 0 . 2 3 EV C E : 3 1 1 . 5 1 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SD 1.17' CLR8" SD 4.31' CLR EN D O N S I T E C O N S T R U C T I O N ST A = 1 1 + 2 9 . 9 9 ( S T R E E T L U K E ) EL E V = 3 1 2 . 1 5 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( L U K E S T R E E T ) ST A = 2 6 + 4 2 . 1 6 ( 1 6 5 T H ) EL E V = 3 1 6 . 2 4 3.00' MIN. COVER EXISTING WATER 10+00 11+00 12+00 13+00 26 + 0 0 27 + 0 0 150 151 S D S D S D W W W W W W W W W W W W S S PG E 64 4 S S S S S S S S S S S S SW LUKE LANE S D S D S D S D S D S D S D SD 6.00' PUE 6.00' PUE 142 143 SS L N - C 7 1 0 + 0 0 1 1 + 0 0 19 26 S D 55 0 8" 41 0 8" 55 0 8" 4108" PROTECT EXISTING UTILITIES, TYP. EXISTING TEMPORARY EMERGENCY VEHICLE TURNAROUND EASEMENT TO BE TRANSFERRED TO 8' P.U.E. EXISTING TEMPORARY EMERGENCY VEHICLE TURNAROUND EASEMENT TO BE TRANSFERRED TO 8' P.U.E. PROTECT EXISTING STREET LIGHT 8.00' PUE, TYP. 1 INCH = 20 FEET 20 10 20 SCALE 0 SW LUKE LANE - PLAN SCALE: 1" = 20' SW LUKE LANE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 165TH AVE SEE SHEET 34.2 165TH AVE SEE SHEET 34.2 41 LUKE LANE SANITARY SEWER & WATER PLAN AND PROFILE GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 8" MJ TEE STA: 10+35.46, 8.43' RT. (LUKE) INSTALL 8" - 45° MJ BEND STA: 10+04.01, 28.74' RT. (LUKE) STA: 10+24.33, 8.43' RT. (LUKE) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 10+16.82, 115.94' RT. (LUKE) CONNECT TO EXISTING WATER MAIN. CONTRACTOR SHALL VERIFY EXISTING WATER MAIN LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF CONFLICTS. STA:11+40.10, 10.03' RT. (LUKE) 7 5 26 19 WASHINGTON COUNTY FACILITY PERMITCITY OF TIGARD PFI PERMIT Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 1 ) S S - L U K E L A N E . d w g - S H E E T : 41 Se p . 1 0 , 1 8 - 1: 1 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 29+0030+0031+0032+0033+0033+50 8" DI WATER 8" WT 2.01' CLR 8" WT 7.51' CLR 8" DI WATER 8" SD 2.01' CLR 10" SD 0.50' CLR 12" SD 7.51' CLR INTERSECTION STA=33+28.29 (AUTUMNVALE) STA=12+36.00 (ALLEY B) ELEV=309.01 CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H L 1 ST A = 3 3 + 3 0 . 2 7 , 7 . 0 0 ' R (A U T U M N V A L E ) 8" I E I N = 3 0 0 . 7 7 ( S ) 8" I E I N = 2 9 2 . 9 1 ( E ) 8" I E O U T = 2 9 2 . 7 0 ( N ) ST A = 1 + 3 8 . 0 0 ( S S L N - L ) ST A = 1 + 0 0 . 0 0 ( S S L N - N ) RI M = 3 0 8 . 5 2 SS M H L 2 ST A = 3 0 + 2 4 . 5 7 , 7 . 0 0 ' R (A U T U M N V A L E ) 8" I E I N = 2 9 5 . 6 1 ( S E ) 8" I E O U T = 2 9 5 . 4 1 ( W ) ST A = 4 + 4 3 . 7 0 ( S S L N - L ) RI M = 3 0 2 . 6 9 SS M H L 3 ST A = 2 9 + 6 9 . 8 5 , 5 . 1 0 ' L (A U T U M N V A L E ) 8" I E I N = 2 9 8 . 1 1 ( S ) 8" I E O U T = 2 9 7 . 9 1 ( N W ) ST A = 4 + 9 6 . 4 5 ( S S L N - L ) RI M = 3 0 6 . 5 8 305.70 LF 8" (PVC) @ S=0.0082 52.75 LF 8" (PVC) @ S=0.0436 DEFLECT WATERLINE UNDER INLET LEAD 3.00' MIN. COVER IN S I D E D R O P 5.63' PIPE COVER 30 6 . 7 9 29 7 . 8 5 0.0077 29 7 . 6 9 29 5 . 5 5 29 3 . 1 9 29 3 . 0 1 30 0 . 9 1 0.0394 AUTUMNVALE LN 12 + 0 0 30 + 0 0 31+0032+0033+00 159157 160156 171 155 158 172 TRACT N TRACT Q SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD S D W W W W W W W W W W W W W W W W W W SD SS SD SS SS SD SS SD SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS S S SD SD SD S D 6.00' PUE, TYP. SSLN-L 1 + 0 0 2+00 3+00 4+00 5 + 0 0 1E 7 7 1 3 4 7 2 (TYP) (TYP) SSMH L1 SSMH L3 SSMH K2 SSMH L2 1 TRACT S SS L N - N 1 + 0 0 2 + 0 0 5508" 55 0 8" 1C 1B SD 1 INCH = 20 FEET 20 10 20 SCALE 0 AUTUMNVALE LN - PLAN SCALE: 1" = 20' AUTUMNVALE LN - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' ALLEY B SEE SHEET 46 AUTUMNVALE LN SEE SHEET 42.2 42.1 AUTUMNVALE LN SANITARY SEWER & WATER PLAN AND PROFILE GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1 1/2" IRRIGATION SERVICE WITH 1" WATER METER FOR PARK SERVICE PER DETAIL 520, SEE SHEET DTL7. INSTALL 1 1/2" IRRIGATION SERVICE WITH 1" WATER METER FOR SITE TREES PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 30+89.59, 17.00' LT. (AUTUMNVALE) INSTALL 8" MJ GATE VALVE STA: 30+23.21, 9.00' LT. (AUTUMNVALE) INSTALL 8" - 45° MJ BEND STA: 29+90.21, 3.68' RT. (AUTUMNVALE) STA: 32+89.71, 8.88' LT. (AUTUMNVALE) STA: 33+41.53, 38.79' RT. (AUTUMNVALE) 4 7 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 156 1+84.99 SSLN-L 40.00 0.0800 296.66 157 2+63.92 SSLN-L 40.00 0.0600 296.51 158 3+27.92 SSLN-L 40.00 0.0327 295.94 159 3+82.50 SSLN-L 40.00 0.0200 295.88 160 4+35.05 SSLN-L 40.00 0.0200 296.31 3 1 1E 1C 1B Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 2 . 1 ) S S - A U T U M N V A L E ( P R I V A T E ) . d w g - S H E E T : 42 Se p . 1 0 , 1 8 - 1: 1 6 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.1538 299.940.4 0.0828 297.740.5 0.0635 297.440.6 0.0420 297.040.6 0.0414 297.3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WAT E R 265 270 280 290 300 310 320 330 340 350 265 270 280 290 300 310 320 330 340 350 27+85 28+00 29+00 30+00 30+20 CLASS 'B' GRANULAR BACKFILL & BEDDING 169.90 LF 8 " ( P V C ) @ S=0.077 6 52.75 LF 8" (PVC) @ S=0.0436 SS M H L 4 ST A = 2 7 + 9 8 . 1 0 , 7 . 0 0 ' L (1 6 5 T H ) 8" I E O U T = 3 1 1 . 3 0 ( N ) ST A = 6 + 6 6 . 3 5 ( S S L N - L ) RI M = 3 1 9 . 5 4 SS M H L 3 ST A = 2 9 + 6 9 . 8 5 , 5 . 1 0 ' L (1 6 5 T H ) 8" I E I N = 2 9 8 . 1 1 ( S ) 8" I E O U T = 2 9 7 . 9 1 ( N W ) ST A = 4 + 9 6 . 4 5 ( S S L N - L ) RI M = 3 0 6 . 5 8 3.00' MIN. COVER 31 9 . 6 5 31 0 . 9 1 0.0762 6+ 6 8 . 0 30 6 . 7 9 29 7 . 8 5 29 7 . 6 9 0.0394 171.40 27+62 28+00 29+00 30 + 0 0 161 153152 160 155154 S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W W SD SS S S S S SD SS SD SS S S SS PGE 644 PGE 644 (TYP) S S S S S S S S S S S S S S S S S S S S S S S S S S S S AUTUMNVALE LN S D SD S D S D 6.00' PUE 6.00' PUE SSLN-L 1D 1 6+68 5+00 6+00 1D 2 AU T U M N V A L E L N (TYP) 7 SSMH C5 SSMH L4 SSMH L3 SSMH L2 55 0 8" 55 0 8" 5508" 1 INCH = 20 FEET 20 10 20 SCALE 0 AUTUMNVALE LN (PRIVATE) - PLAN SCALE: 1" = 20' AUTUMNVALE LN (PRIVATE) - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 16 5 T H A V E SE E S H E E T 34 . 2 WOODGROVE ST SEE SHEET 37.3 AUTUMNVALE LN (PRIVATE) SEE SHEET 42 42.2 AUTUMNVALE LN SANITARY SEWER & WATER PLAN AND PROFILE GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" - 45° MJ BEND STA: 29+67.24, 10.78' RT. (AUTUMNVALE) 7 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP PER CWS DWG NO. 080, SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 152 6+61.73 SSLN-L 40.00 0.0543 313.28 153 5+96.73 SSLN-L 40.00 0.1000 310.06 154 5+26.73 SSLN-L 40.00 0.0858 304.06 155 4+85.29 SSLN-L 4.80 0.0177 298.15 1 1D Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 2 . 2 ) S S - A U T U M N V A L E ( P R I V A T E ) . d w g - S H E E T : 42 . 2 Se p . 1 0 , 1 8 - 1: 1 7 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0524 312.535.2 5+98.0 0.0916 309.238.1 5+28.0 0.088640.2 4+84.0 0.0651 299.841.7 300 310 320 330 340 300 310 320 330 340 0+00 1+00 2+00 3+00 FINISH GRADE @ WATER CENTERLINE EXISTING GROUND @ WATER CENTERLINE CLASS 'A' GRANULAR BACKFILL & BEDDING 8" DI WATER 3.00' MINIMUM COVER SW R I V E R T E R R A C E B O U L E V A R D 12 + 0 0 26 + 0 0 132 TRACT H 133 TRACT I 134 1+00 S D S D S D S D S D W W W W W W W W W W W W W W W W W W W W WPG E 64 4 W W W W W W SS SS SS SS SS S S S S S S S S S S SS S D S D S D S D SD SD SD 1+00 2+00 3+00 SSMH J1 SSMH A9 5 SS L N - J SS L N - A SSLN-F 10.00' PRIVATE UTILITY EASEMENT S C S D S D S D S D S D S D S D S D S D 55 0 8" 5508" 5508" 55 0 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 DESCHUTES LN (PRIVATE) - PLAN SCALE: 1" = 20' DESCHUTES LN (PRIVATE) - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REDFOX TER SEE SHEET 45 RIVER TERRACE SEE SHEET 32.2 REDFOX TER SEE SHEET 45 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL WATER METER BANK, 6-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL 7. INSTALL 8" MJ TEE STA: 0+44.00, 0.00' (TRACTS I AND J WATER LINE) 5 DE S C H U T E S L N SE E S H E E T 44 . 2 1C 44.1 DESCHUTES LN SANITARY SEWER & WATER PLAN & PROFILE RIVER TERRACE SEE SHEET 32.2 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 4 ) S S - D E S C H U T E S ( P R I V A T E ) . d w g - S H E E T : 44 . 1 Se p . 1 0 , 1 8 - 1: 1 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 270 280 290 300 310 320 330 340 350 270 280 290 300 310 320 330 340 350 9+90 10+00 11+00 12+00 13+00 CLASS 'B' GRANULAR BACKFILL & BEDDING 8" SS 2.72' CLR 8" DI WATER 185.75 LF 8" (PVC) @ S=0.0472 3.00' MINIMUM COVER SS M H I 1 ST A = 1 0 + 5 6 . 2 5 , 7 . 0 0 ' L (D E S C H U T E S ) 8" I E O U T = 3 0 9 . 0 0 ( E ) ST A = 2 + 8 5 . 7 5 ( S S L N - I ) RI M = 3 1 7 . 4 5 SS M H C 4 ST A = 1 2 + 4 2 . 0 0 , 7 . 0 0 ' L (D E S C H U T E S ) 8" I E I N = 3 0 1 . 2 0 ( N ) 8" I E I N = 3 0 0 . 2 3 ( W ) 8" I E O U T = 3 0 0 . 0 2 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - I ) ST A = 9 + 4 9 . 1 8 ( S S L N - C ) RI M = 3 1 0 . 8 6 12" SD 0.57' CLR. 12" SD 3.16' CLR. 6.15' PIPE COVER 31 7 . 6 2 30 8 . 8 4 0.0493 30 0 . 7 1 29 9 . 6 9 29 9 . 4 9 12 + 0 0 25 + 0 0 150 149 S D S D SD SD SD SD SD SD S D S D S D S D W W W W W W W W W W W W W W W W W W W W W W W W S D S S S D S S S D S S S D S S S D S S S S S S S D SS S S S D S S S S S S S S S S S S SS SS SS S S S S S S S S S S S S S S S S SS SS DESCHUTES LN S D S D SD SD 126 125 143 124 144 123 145 146 6.00' PUE SSLN-I 6.00' PUE SSMH I1 SSMH C4 2+86 1+002+00 S D TRACT P3+00 SSMH J1 1 1 1 4 5 1 2 2 1 SS L N - J 11+00 12+00 TYP. TYP. TYP. SS L N - C 9 + 0 0 1 0 + 0 0 TYP. 55 0 8" 41 0 8" 5508" 55 0 8" DEMO WATER METER INSTALL 45 BEND IN 4" SANITARY LATERAL INSTALL 45 BEND IN 4" SANITARY LATERAL 1 1 INCH = 20 FEET 20 10 20 SCALE 0 DESCHUTES LN (PRIVATE) - PLAN SCALE: 1" = 20' DESCHUTES LN (PRIVATE) - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REDFOX TER SEE SHEET 45 165TH AVE SEE SHEET 34.2 165TH AVE SEE SHEET 34.2 REDFOX TER SEE SHEET 45 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 123 1+43.00 SSLN-I 40.00 0.0414 304.08 124 1+91.00 SSLN-I 40.00 0.0200 305.49 125 2+37.00 SSLN-I 40.00 0.0299 308.06 126 2+81.42 SSLN-I 40.00 0.0517 311.03 143 1+38.00 SSLN-I 26.00 0.0663 303.91 144 1+86.00 SSLN-I 26.00 0.0200 304.97 145 2+32.00 SSLN-I 28.35 0.0324 307.55 146 2+77.00 SSLN-I 28.35 0.0683 310.69 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 12+11.00, 9.00' RT. (DESCHUTES) INSTALL 8" MJ TEE STA: 12+59.00, 9.00' RT. (DESCHUTES) 4 1 5 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. DE S C H U T E S L N SE E S H E E T 44 . 1 44.2 DESCHUTES LN SANITARY SEWER & WATER PLAN & PROFILE Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 4 ) S S - D E S C H U T E S ( P R I V A T E ) . d w g - S H E E T : 44 . 2 Se p . 1 0 , 1 8 - 1: 1 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0329 303.340.9 2+38.5 0.0361 308.241.2 1+39.0 0.1289 305.125.4 0.026940.3 0.0468 310.741.0 0.1184 307.125.1 0.1235 310.433.0 0.1274 312.429.7 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 9+80 10+00 11+00 12+00 13+00 14+00 15+00 12" SD CLASS 'B' GRANULAR BACKFILL & BEDDING 12" STORM 0.57' CLR 168.67 LF 8" (PVC) @ S=0.0374 238.85 LF 8" (P V C C 9 0 0 ) @ S=0.0670 SS M H J 2 ST A = 1 4 + 1 4 . 5 2 , 5 . 0 0 ' L (R E D F O X ) 8" I E O U T = 3 1 8 . 5 0 ( S ) ST A = 5 + 0 7 . 5 2 ( S S L N - J ) RI M = 3 2 5 . 8 2 SS M H J 1 ST A = 1 2 + 4 5 . 8 5 , 5 . 0 0 ' L (R E D F O X ) 8" I E I N = 3 1 2 . 2 0 ( N ) 8" I E O U T = 3 1 2 . 0 0 ( S ) ST A = 3 + 3 8 . 8 5 ( S S L N - J ) RI M = 3 2 0 . 1 8 SS M H H 1 ST A = 1 0 + 0 7 . 0 0 , 5 . 0 0 ' L (R E D F O X ) 8" I E I N = 2 9 6 . 0 0 ( N ) 8" I E I N = 2 9 6 . 0 0 ( W ) 8" I E O U T = 2 9 5 . 0 0 ( E ) ST A = 1 + 0 0 . 0 0 ( S S L N - J ) RI M = 3 0 4 . 9 9 ST A = 3 + 4 7 . 0 0 ( S S L N - H ) FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.59' PIPE COVER 0.0658 29 5 . 7 2 29 4 . 5 4 29 5 . 7 7 30 4 . 8 4 31 1 . 8 3 31 1 . 4 9 31 8 . 4 0 0.0390 SSLN-J 10+00 11+00 12+00 13+00 14+00 19 + 0 0 132129 TRACT H 133 135 137136128134130131 3 + 0 0 4 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D W W W W W W W W W W W W W W W W S D S S SD SS SD SS S S 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 SS SS SS S S S S S S 19 + 0 0 19 + 0 0 REDFOX TER S D 119 126 139 146 138127 DE S C H U T E S L N 3.00' PUE 3.00' PUE 3.00' PUE SN O W D A L E S T WO O D G R O V E S T 1+00 2+00 3+00 4+00 5+00 5+08 2 2 2 1 1 SSMH H1 SSMH J1 SSMH J2 SSMH H2 SSMH C6 1 (TYP)(TYP)(TYP) 3 + 0 0 4 + 0 0 55 0 8" 55 0 8" 55 0 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 REDFOX TER - PLAN SCALE: 1" = 20' REDFOX TER - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SNOWDALE ST SEE SHEET 39.3 SNOWDALE ST SEE SHEET 39.3 DESCHUTES LN (PRIVATE) SEE SHEET 44.2 WOODGROVE ST SEE SHEET 37.3 WOODGROVE ST SEE SHEET 37.3 45 REDFOX TER SANITARY SEWER & WATER PLAN & PROFILE DESCHUTES LN (PRIVATE) SEE SHEET 44.1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 127 1+33.00 SSLN-J 10.00 0.1030 297.57 128 1+65.00 SSLN-J 10.00 0.0901 299.87 129 1+97.00 SSLN-J 10.00 0.1212 302.61 130 2+29.00 SSLN-J 10.00 0.1663 305.49 131 2+61.00 SSLN-J 10.00 0.2113 308.37 132 2+93.00 SSLN-J 10.00 0.2784 311.47 133 3+54.00 SSLN-J 10.00 0.1353 314.67 134 3+81.00 SSLN-J 10.00 0.1389 315.30 135 4+13.00 SSLN-J 10.00 0.1214 316.35 136 4+45.00 SSLN-J 10.00 0.1059 317.39 137 4+77.00 SSLN-J 10.00 0.0903 318.43 138 5+04.00 SSLN-J 10.00 0.0795 319.33 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 5 ) S S - R E D F O X ( P R I V A T E ) . d w g - S H E E T : 45 Se p . 1 0 , 1 8 - 1: 1 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 9.9 0.1453 301.69.4 0.1341 303.69.6 0.2424 306.8 0.2012 308.5 0.2193 310.910.1 0.2075 314.810.4 9.7 0.12819.8 0.099410.6 0.1253 319.79.8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 260 270 280 290 300 310 320 330 340 350 260 270 280 290 300 310 320 330 340 350 9+75 10+00 11+00 12+00 13+00 13+25 12" SD 12" STORM 1.10' CLR CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H K 2 ST A = 1 2 + 8 1 . 0 0 , 5 . 0 0 ' L (A L L E Y B ) 8" I E I N = 2 9 1 . 8 6 ( W ) 8" I E I N = 2 9 1 . 8 6 ( S ) 8" I E O U T = 2 8 7 . 8 7 ( E ) ST A = 1 + 0 0 . 0 0 ( S S L N - N ) RI M = 3 0 5 . 9 1 SS M H L 1 I N S I D E D R O P ST A = 1 2 + 4 3 . 0 0 , 5 . 0 0 ' L (A L L E Y B ) 8" I E I N = 3 0 0 . 7 7 ( S ) 8" I E I N = 2 9 2 . 9 1 ( E ) 8" I E O U T = 2 9 2 . 7 0 ( N ) ST A = 1 + 3 8 . 0 0 ( S S L N - N ) RI M = 3 0 8 . 5 2 SS M H N 1 ST A = 1 0 + 5 9 . 8 3 , 5 . 0 0 ' L (A L L E Y B ) 8" I E O U T = 3 1 5 . 2 6 ( N ) ST A = 3 + 2 1 . 1 7 ( S S L N - N ) RI M = 3 2 4 . 1 7 183.17 LF 8 " ( P V C ) @ S=0.079 1 38.00 LF 8" (PVC) @ S=0.0220 32 3 . 9 9 31 5 . 1 3 0.0200 29 3 . 1 9 29 3 . 0 1 30 0 . 9 1 29 2 . 2 5 29 2 . 3 5 28 8 . 6 5 0.0776 10+00 11+00 12+00 18 + 0 0 33 + 0 0 166 165 170168 156 171169 172167 SD SD SD SD SD SD SD S D S D S D S D SD W W W W W W W W W W SD SS P G E 6 4 4 P G E P G E 6 4 4 SS SS SS SS SS SS SS S S S S S S S S S S S S SS 18 + 0 0 18 + 0 0 ALLEY B SSLN-L SSLN-L AU T U M N V A L E L N WO O D G R O V E S T SS L N - K 3.00' PUE 3.00' PUE TRACT K 1+002+003+003+21 SSMH L1 SSMH N1 SSMH K2 2 (TYP) 2 (TYP) 2 (TYP)1E 1 1 S D S D S D 550 8" 1 INCH = 20 FEET 20 10 20 SCALE 0 ALLEY B - PLAN SCALE: 1" = 20' ALLEY B - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WOODGROVE ST SEE SHEET 37.3 WOODGROVE ST SEE SHEET 37.3 AUTUMNVALE LN (PRIVATE) SEE SHEET 42 SSLN-K SEE SHEET 48.1 46 ALLEY B SANITARY SEWER & WATER PLAN & PROFILE 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 1E SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 166 3+18.00 SSLN-N 10.00 0.2179 317.35 167 2+91.00 SSLN-N 10.00 0.2074 315.11 168 2+59.00 SSLN-N 10.00 0.1875 312.38 169 2+27.00 SSLN-N 10.00 0.1666 309.64 170 1+95.00 SSLN-N 10.00 0.1467 306.91 171 1+63.00 SSLN-N 10.00 0.1517 304.43 172 1+31.00 SSLN-N 10.00 0.3000 295.71 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2 Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 6 ) S S - A L L E Y B . d w g - S H E E T : 46 Se p . 1 0 , 1 8 - 1: 2 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 1+41.5 0.1284 302.710.3 8.9 0.1595 314.6 0.1752 312.2 0.1434 309.49.9 0.1224 306.810.6 0.1108 304.110.3 SW R I V E R T E R R A C E BO U L E V A R D 21 + 0 0 16+00 17+00 18+00 4 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS W W W W W W W W W W W W TRACT E S D S D 25.00' TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT FUTURE B I R D S O N G S T SSLN-C 1+00 2+00 3+00 4+00 SSMH A7 SSMH C1 SSMH C2 1 1 1G55 0 8" 41 0 12 " #06D103 230 240 250 260 270 280 290 300 310 320 230 240 250 260 270 280 290 300 310 320 0+50 1+00 2+00 3+00 4+00 SS M H C 1 8" I E I N = 2 7 3 . 1 4 ( E ) 8" I E O U T = 2 7 2 . 9 5 ( W ) ST A = 1 + 9 6 . 7 8 ( S S L N - C ) RI M = 2 8 5 . 5 5 SS M H C 2 8" I E I N = 2 7 4 . 1 3 ( N E ) 8" I E O U T = 2 7 3 . 9 3 ( W ) ST A = 3 + 5 2 . 7 4 ( S S L N - C ) RI M = 2 8 0 . 7 6 SS M H A 7 8" I E I N = 2 7 2 . 4 6 ( E ) 8" I E I N = 2 8 1 . 0 0 ( W ) 8" I E I N = 2 8 1 . 0 0 ( N ) 8" I E O U T = 2 7 2 . 2 6 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - C ) RI M = 2 8 9 . 9 3 96.78 LF 8" (PVC) @ S=0.0050 155.95 LF 8" (PVC) @ S=0.0050 EXISTING GROUND @ STREET CENTERLINE FINISH GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING NATIVE BACKFILL 0.0027 29 0 . 9 6 28 0 . 6 6 28 0 . 6 6 27 3 . 3 2 0.0031 27 2 . 7 2 28 7 . 7 5 8" I E I N = 2 8 1 . 5 9 ( E ) 27 7 . 3 8 28 8 . 8 2 27 3 . 8 0 8" I E O U T = 2 8 2 . 2 1 ( E ) 1 INCH = 20 FEET 20 10 20 SCALE 0SSLN-C - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SSLN-C - PLAN SCALE: 1" = 20' RIVER TERRACE SEE SHEET 32.1 SS L N - C SE E S H E E T 47 . 2 BI R D S O N G S T SE E S H E E T 40 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 60" SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT TWO INSIDE DROPS WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 47.1 SSLN-C SANITERY SEWER PLAN & PROFILE 1G Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 7 ) S S - S S L N - C . d w g - S H E E T : 47 . 1 Se p . 1 0 , 1 8 - 1: 2 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 2 0 + 0 0 23+ 0 0 TRACT E 1 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W S S S S S D S S S D S D S D SDLN-3 S D L N - 8 SDL N - 3 S N O W D A L E S T 165 T H A V E 25.00' TEMPORARY STORM DRAINAGE AND SANITARY SEWER EASEMENT OVER SIZE CORE HOLE TO PROVIDE FOR FUTURE SANITARY CONNECTION TO SOUTH, WHEN TEMP SSLN-C IS REMOVED 5+00 6+00 7+00 1 SSMH C3 FINISH GROUND @ PIPE CENTERLINE SS M H C 3 8" I E I N = 2 8 4 . 7 0 ( N ) 8" I E I N = 2 8 4 . 7 0 ( W ) 8" I E O U T = 2 8 4 . 5 0 ( S W ) ST A = 7 + 1 0 . 9 9 ( S S L N - C ) RI M = 2 9 3 . 8 2 230 240 250 260 270 280 290 300 310 230 240 250 260 270 280 290 300 310 4+00 5+00 6+00 7+00 7+50 NATIVE BACKFILL 358.26 LF 8" (PVC) @ S=0.0290 EXISTING GROUND @ PIPE CENTERLINE FINISH GROUND @ PIPE CENTERLINE 29 3 . 4 0 28 4 . 4 0 28 4 . 3 0 28 4 . 2 0 0.0190 1 INCH = 20 FEET 20 10 20 SCALE 0 47.2 SSLN-C SANITERY SEWER PLAN & PROFILE SSLN-C - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SSLN-C - PLAN SCALE: 1" = 20' 16 5 T H A V E SE E S H E E T 34 . 1 SNOWDALE ST SEE SHEET 39.3 SS L N - C SE E S H E E T 47 . 1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 7 ) S S - S S L N - C . d w g - S H E E T : 47 . 2 Se p . 1 0 , 1 8 - 1: 2 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 3+004+005+006+006+50 FINISH GRADE @ SANITARY PIPE CENTERLINE EXISTING GROUND @ SANITARY PIPE CENTERLINE 8" DI WATER12" STOR M SS M H K 3 8" I E I N = 2 9 7 . 3 6 ( W ) 8" I E O U T = 2 9 7 . 1 6 ( E ) ST A = 4 + 5 8 . 8 0 ( S S L N - K ) RI M = 3 0 3 . 2 5 SS M H K 4 8" I E I N = 3 0 2 . 9 9 ( S W ) 8" I E O U T = 3 0 1 . 0 0 ( E ) ST A = 5 + 9 7 . 7 4 ( S S L N - K ) RI M = 3 1 2 . 2 4 SS M H K 5 8" I E I N = 3 1 1 . 2 0 ( S ) 8" I E I N = 3 1 1 . 2 0 ( W ) 8" I E O U T = 3 1 1 . 0 0 ( N E ) ST A = 6 + 3 6 . 4 9 ( S S L N - K ) RI M = 3 2 0 . 8 5 ST A = 1 + 0 0 . 0 0 ( S S L N - M ) 138.94 LF 8" (PVC) @ S=0.0262 38. 7 5 L F 8 " ( P V C ) @ S = 0 . 2 0 6 7 176.19 LF 8" (PVC) @ S=0.0301 CLASS 'B' BRANULAR BACKFILL & BEDDING 4.74' PIPE COVER 0.027632 0 . 2 6 31 0 . 8 8 31 0 . 7 3 31 0 . 2 2 29 6 . 9 2 29 6 . 6 4 30 3 . 3 9 0.024331 5 . 8 0 30 2 . 7 5 30 0 . 7 5 0.1 9 2 8 30 + 0 0 31 + 0 0 1 9 + 0 0 171 172 3+00 4+00 5+00 S D SD SD SD SD SD SD SD SD W W W W W W W W W W W W W SS S D S S S S W W W P G E 6 6 0 PG E 660 SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS RI V E R T E R R A C E B O U L E V A R D SD SD SD SSLN-K SSLN-K ST R E E T J SW SCHOLLS FERRY ROAD SANITARY AND STORM EASEMENT, (VAR.) 3+004+00 5+00 6+ 0 0 SSMH K5 SSMH K4 SSMH K3 1 1 1 2 7 7 1C 1 + 0 0 EXISTING WETLAND SANITARY SEWER WITHIN WETLAND SHALL NOT BE CONSTRUCTED UNTIL USCOE ISSUES WETLAND FILL PERMIT 6' MIN. SEPARATION SD SD SD SD SD 55 0 8" 173 174 1 INCH = 20 FEET 20 10 20 SCALE 0 48.1 SSLN-K SANITARY SEWER & WATER PLAN & PROFILE ST R E E T H SE E S H E E T 36 . 2 SSLN-K - PLAN SCALE: 1" = 20' SSLN-K - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RIVER TERRACE BLVD SEE SHEET 32.3 STREET J SEE SHEET 35 SS L N - K SE E S H E E T 48 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2 WATER NOTES: INSTALL WATER METER BANK, 7-1" WATER SERVICES WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" - 45° MJ BEND STA: 4+33.17, 15.11' LT. (SSLN-K) STA: 4+40.09, 20.75' LT. (SSLN-K) 1C 7 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 173 5+07.63 SSLN-K 25.21 0.3361 307.28 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 8 ) S S - S S L N K . d w g - S H E E T : 48 . 1 Se p . 1 0 , 1 8 - 1: 2 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 0.0498 299.726.2 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 0+751+002+003+00 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 0+751+002+003+00 FINISH GRADE @ SANITARY PIPE CENTERLINE EXISTING GROUND @ SANITARY PIPE CENTERLINE 8" DI WT 12" SD 12" SD 3.47' CLR SS M H K 1 8" I E I N = 2 8 6 . 8 1 ( W ) 8" I E O U T = 2 8 6 . 6 1 ( N ) ST A = 0 + 9 9 . 9 4 ( S S L N - K ) RI M = 2 9 3 . 2 7 SS M H K 2 8" I E I N = 2 9 1 . 8 6 ( W ) 8" I E I N = 2 9 1 . 8 6 ( S ) 8" I E O U T = 2 8 7 . 8 7 ( E ) ST A = 2 + 8 2 . 6 1 ( S S L N - K ) RI M = 3 0 5 . 9 1 ST A = 1 + 0 0 . 0 0 ( S S L N - N ) 182.67 LF 8" (PVC C900) @ S=0.0058 CLASS 'B' GRANULAR BACKFILL & BEDDING 2.38' PIPE COVER 28 7 . 0 1 28 7 . 2 1 29 2 . 9 1 29 2 . 2 5 29 2 . 3 5 28 8 . 6 5 0.0079 33+00 TRACT N 1+00 2+00 SD SD SD SDSD W W W SS SS SS SS SS SS SS SS SS SS SS STREE T I 1+001+002+00 3+00 SSLN-K SSMH K2 SSMH K1 1E 1F 7 1+ 0 0 SANITARY SEWER WITHIN WETLAND SHALL NOT BE CONSTRUCTED UNTIL USCOE ISSUES WETLAND FILL PERMIT EXISTING WETLAND SD 1 INCH = 20 FEET 20 10 20 SCALE 0 SS L N - K SE E S H E E T 48 . 1 SSLN-K - PLAN SCALE: 1" = 20' SSLN-K - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' ALLEY B SEE SHEET 46 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL3. CONSTRUCT SANITARY MANHOLE OVER EXISTING 8" SANITARY STUB PER CWS DWG NO. 010. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY EXISTING SANITARY STUB LOCATION AND INVERT ELEVATION. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 8" - 45° MJ BEND STA: 2+93.93, 6.07' LT. (SSLN-K)7 48.2 SSLN-K SANITARY SEWER & WATER PLAN & PROFILE 1E 1F Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 8 ) S S - S S L N K . d w g - S H E E T : 48 . 2 Se p . 1 0 , 1 8 - 1: 2 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 25 41 39 27 37 34 43 40 36 24 23 28 32 42 33 30 29 35 38 26 31 12 19 10 6 5 3 14 8 15 9 18 2 21 16 22 7 17 13 4 20 11 TR A C T J TR A C T O 53582 53583 53584 53585 53586 53587 53588 53589 5359053591 53595 53596 53597 53598 5359953600 53601 53602 53603 53604 5360553606 53607 53608 53609 53623 53631536325363353634 53635 53636 5363753638 53639 5364053641 53642 53648 53658 53659 53660 53661 53662 53663 536645366553668 5366953670 53671 53672 53673 5367453675 5367653679 53680 5368153682 536835368453687 53688 53689 5369053695 53700 537015370253703 5370453705 5370653707 5370853709 53710 5371153715 53716 537175371853719 5372053721 53722 5372353727 537285372953730 53731 53732 53733 5373453735 53736 53740 53741 5374253743 53744 53745 53746 5374753748 53749 5375053751 53752 5375353754 53755 53779 53780 537815378553787 53788 53789 5379053791 53792 53796 53797 53798 53801 53806 53809 53810538135381453815 53612 53613 5361553616 53617 53622176 11489 148 99 95 50 188 TRACT A 105 46 184 109 136 TR A C T K 62 180 113 103 162 58 205 177 158 54 201 172 128 197 167 TRACT B 192 87 149 90 147 134 92 TRACT E 151 154 191 1 51 189 130 104 TRACT C 49 187 106 117 47 185 96 108 TRACT N 45 183 131 110 166 63 181 112 101 165 61 TRACT M 97 118 163 59 206 132 115 161 57 204 178 159 55 202 175 157 53 200 84 198 85 170 153 94 196 168 98 129 TRACT H 193 150 194 133 88 91 TRACT F 116 52 190 135 152 48 186 107 44 182 111 102 164 60 207 100 179 160 56 203 156 199 171 137 86 169 93 155 195 TRACT Q TRACT I 7583 71 76 64 72 77 65 73 78 66 7479 67 80 68 81 69 82 70 120 141 119 142 126 127 TRACT P 125 143 124 138 144 123 TR A C T G 145 122 139 146 121 140 2 3 9 10 11 12 13 4 5 6 7 8 1 ZONE R-25 ZONE R-4.5 ZONE R-7 ZONE R-25 LAND USE ZONE BOUNDARY SEE SHEET 49.2 FOR DETAIL AND TREE NUMBERS SEE SHEET 49.3 FOR DETAIL AND TREE NUMBERS SEE SHEET 49.4 FOR DETAIL AND TREE NUMBERS TREE PROTECTION FENCING PER DETAIL 1 TYP. EXISTING WETLAND BOUNDARY E* F* A TRACT D 145,560 SF B* C* D* 1 INCH = 100 FEET 100 50 100 SCALE 0 EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE TYPE/DBH/NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 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 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! FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. DRIP LINE CRITICAL ROOT ZONE SEE TREE PROTECTION PLAN (NOT TO SCALE) TREE PROTECTION DETAIL THIS SHEET 8' TYP TO BE PROTECTED 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. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY CHAIN LINK FENCING OR OTHER FENCING AS APPROVED BY THE PROJECT ARBORIST. 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. 1 2" MESH CHAIN LINK SECURED TO 5' CHAIN LINK FENCING. 1-1/2" DIA STEEL OR ALUMINUM POSTS KEY MAP 49.2 49.2 49.3 49.3 49.4 49.1 TREE PRESERVATION AND REMOVAL PLAN 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 BOARD CERTIFIED MASTER ARBORIST PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. ALDER 15" 867 GROVE AREA ADDITIONAL TREE TO BE REMOVED 150,900 SFA Z GROVE IDENTIFICATION NUMBER GROVE TOTAL AREA: 9 TREE IDENTIFICATION NUMBER 2,544 SF 7,390 SF 119,965 SF 22,892 SF 14,787 SF GROVE AREA TO BE REMOVED E* GROVE TO BE REMOVED F* (10,279 SF TO BE REMOVED) * ZONING BOUNDARY B* C* D* Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 9 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 49 . 1 Se p . 7 , 1 8 - 2: 2 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 41 39 37 43 40 36 42 35 38 TR A C T J TR A C T O 53682 53683 5368453687 53688 53689 53690 53695 53700 53701 53702 53703 53704 53705 5370653707 53708 53709 53710 5371153715 53716 537175371853719 53720 53721 53722 53723 53727 53728 53729 53730 53731 53732 53733 53734 53735 53736 53740 53741 53742 53743 53744 53745 53746 53747 53748 53749 5375053751 53752 5375353754 53755 53779 53780 5378153785 53787 53788 53789 5379053791 53792 53796 53797 53798 53801 53806 53809 5381053813 53814 53815 176 50 188 46 184 62 180 58 205 177 54 201197 192 191 51 189 TRACT C 49 187 47 185 45 183 63 181 61 TRACT M 59 206 57 204 178 55 202 175 53 200198196 193 194 52 190 48 186 44 182 60 207 179 56 203199195 TREE PROTECTION FENCING PER DETAIL 1 C* D* 25 27 24 23 28 30 29 26 31 TRACT B 83 64 2 TREE PROTECTION FENCING PER DETAIL 1 1 INCH = 30 FEET 30 15 30 SCALE 0 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! FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. DRIP LINE CRITICAL ROOT ZONE SEE TREE PROTECTION PLAN (NOT TO SCALE) TREE PROTECTION DETAIL THIS SHEET 8' TYP TO BE PROTECTED 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. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY CHAIN LINK FENCING OR OTHER FENCING AS APPROVED BY THE PROJECT ARBORIST. 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. 1 MATCHLINE - SOUTH THIS SHEET 2" MESH CHAIN LINK SECURED TO 5' CHAIN LINK FENCING. 1-1/2" DIA STEEL OR ALUMINUM POSTS MATCHLINE - NORTH THIS SHEET MA T C H L I N E - E A S T SH E E T 4 9 . 3 KEY MAP 49.2 TREE PRESERVATION AND REMOVAL PLAN 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 BOARD CERTIFIED MASTER ARBORIST PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE TYPE/DBH/NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 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 ALDER 15" 867 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 9 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 49 . 2 Se p . 7 , 1 8 - 2: 2 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 53582 53583 53584 53585 53586 53587 53588 53589 53590 53591 53595 53596 53597 53598 53599 53600 53601 53602 53603 53604 5360553606 53607 53608 53609 53623 53631 53632 53633 53634 53635 53636 5363753638 53639 5364053641 53642 53658 53659 53660 53661 53662 53663 53664 53665 53668 53669 53670 53671 53672 53673 53674 53675 53676 53679 53680 5368153682 53683 53684 53689 53612 53613 5361553616 53617 53622 136 TR A C T K 162 158 167 134 166 165 163 159 157 170 168 133 135 164 156 137 169 138 144 TR A C T G 145 139 146 140 9 10 11 D* 148 149 147 151 150 TRACT F 152 F* 1 INCH = 30 FEET 30 15 30 SCALE 0 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! FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. DRIP LINE CRITICAL ROOT ZONE SEE TREE PROTECTION PLAN (NOT TO SCALE) TREE PROTECTION DETAIL THIS SHEET 8' TYP TO BE PROTECTED 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. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY CHAIN LINK FENCING OR OTHER FENCING AS APPROVED BY THE PROJECT ARBORIST. 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. 1 2" MESH CHAIN LINK SECURED TO 5' CHAIN LINK FENCING. 1-1/2" DIA STEEL OR ALUMINUM POSTS MA T C H L I N E - W E S T SH E E T 4 9 . 2 KEY MAP 49.3 TREE PRESERVATION AND REMOVAL PLAN 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 BOARD CERTIFIED MASTER ARBORIST PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE TYPE/DBH/NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 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 ALDER 15" 867 TREE PROTECTION FENCING PER DETAIL 1 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 9 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 49 . 3 Se p . 7 , 1 8 - 2: 2 8 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 3 2 TRACT A 1 EXISTING SIGNIFICANT TREE GROVE DRIP LINE TREE PROTECTION FENCING PER DETAIL 1 A TRACT D 145,560 SF SEE RIVER TERRACE EAST NO.2, SHEET TREE PRESERVATION & REMOVAL PLAN FOR TREE INFORMATION 1 INCH = 30 FEET 30 15 30 SCALE 0PROPOSED 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! FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. DRIP LINE CRITICAL ROOT ZONE SEE TREE PROTECTION PLAN (NOT TO SCALE) TREE PROTECTION DETAIL THIS SHEET 8' TYP TO BE PROTECTED 1 2" MESH CHAIN LINK SECURED TO 5' CHAIN LINK FENCING. 1-1/2" DIA STEEL OR ALUMINUM POSTS KEY MAP 49.4 TREE PRESERVATION AND REMOVAL PLAN 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 BOARD CERTIFIED MASTER ARBORIST PN-6145B ISA TREE RISK ASSESSMENT QUALIFIED DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE TYPE/DBH/NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 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 ALDER 15" 867 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( 4 9 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 49 . 4 Se p . 7 , 1 8 - 2: 2 9 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 SW SCHOLLS FERRY ROAD C1 C2 31 + 0 0 31 + 4 7 SW R I V E R T E R R A C E B O U L E V A R D 3 0 1 . 3 3 P T 10 . 0 0 % 2.50% 2.50% 2.83% 1.40% 21+00 22+00 2 . 4 0 % 3 . 1 0 % 301.82 299.67 300.45 STA: 21+40.59 (SCHOLLS FERRY) STA: 31+47.00 (RIVER TERRACE) 30 2 . 7 7 1/ 4 302 . 9 0 1/2 303.5 6 3/4 304.57PT 3 0 3 . 2 2 P C 303.30PC 302. 7 3 1/4 3 0 2 . 3 6 1 / 2 3 0 1 . 7 0 3 / 4 3 0 1 . 3 3 P T 3 0 3 . 2 8 T C 302.04 301.48 302.73 303.01 302.60 302.67 302.45 GUT 302.35 GUT 2% 7 % 1 4 . 8 % 301.91 GUT 301.81 GUT 302.07 301.99 303.95 303.71 302.05 301.93 8. 9 % 2 % 1.0% 30 2 . 7 3 TC 303. 0 6 TC 30 2 . 6 8 ( L P ) TC 304.11 TC 303.11TC 303.76 8 % 306.71 306.59 302.59 8.3 % 301.45 2.0% 302.58 302.91 8.3 % 303.20 303.14 304.66 303.36 302.27 EX. 301.45 SAWCUT, TYP. 30+62.91, 21.50' L (RIVER TERRACE) 30+77.52, 20.50' R (RIVER TERRACE) CURB RETURN TABLE CURVE C1 C2 LENGTH 66.09' 56.95' RADIUS 40.00' 40.00' DELTA 94°39'52" 81°34'45" CHORD 58.82' 52.26' BEARING N47°18'39"W S40°48'39"W START STATION END STATION 20+70.59, 37.59' R (SCHOLLS FERRY) 21+89.76, 37.54' R (SCHOLLS FERRY) 1 INCH = 10 FEET SCALE 010 5 10 CR1 CURB RETURN DETAILS CURB RETURN - SCHOLLS FERRY ROAD & RIVER TERRACE BOULEVARD SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 1 Se p . 7 , 1 8 - 2: 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C3 C4 C5 C6 C7 C8 C9 C10 16+00 17+00 28 + 0 0 SW R I V E R T E R R A C E B O U L E V A R D SW WOODGROVE STREET 3 2 6 . 0 8 3 / 4 3 2 5 . 7 7 1 / 2 325 . 3 2 1/4 324.83PC 325.02PT 325.4 8 3/4 325 . 8 8 ( H P ) 1/2 32 5 . 7 4 1/ 4 3 2 6 . 6 6 3 / 4 3 2 6 . 8 5 1 / 2 327. 3 8 1/4 327.90PC 327.97PT 327.7 7 3/4 327 . 3 2 1/ 2 32 7 . 1 7 1/ 4 328.19PC 32 8 . 2 3 1/ 2 3 2 8 . 2 6 P R C 32 8 . 3 0 1/ 2 328.34PT 328.25PT 328. 2 6 1/2 32 8 . 2 8 PR C 328. 2 9 1/2 328.30PC 5. 1 0 % 2.50% 2.50% 6.30% 2.50% 3.50% 2.50% 1. 3 0 % 5. 0 0 % 2 . 5 0 % 4 . 0 0 % 2. 5 0 % 8% 2% 8% 8% 2% 10% 4% 8% 5% 2% 4% 2% 4% 2% 8 % 2% 2% 8% 2 % 6% 2% 2% 2 % 8% 8 % 2%2% 5% 326.82 325.75 325.56 326.92 326.79 324.85 325.05 325.24 325.36 325.36 325.48325.58 325.54 325.44 325.34 325.60 325.70325.48 325.38 GUT 325.24 GUT 324.75 GUT 324.52 GUT 324.33 GUT 324.58 GUT 325.29 325.29 328.81328.81 328.57 328.47 327.75 327.68327.68 327.59327.29 327.20 327.47 GUT 327.37 GUT 327.20 327.11 327.23 327.33 326.47 GUT 326.57 GUT 325.68 GUT 325.78 GUT 325.22 325.13325.22 325.30 324.82 324.72 325.93 326.02 326.09 326.02 328.35 328.25 328.45 328.35 327.59 327.66 327.52 327.59 327.50 GUT 327.40 GUT 326.71 326.60 326.60 326.49 326.51 326.41 326.01 GUT 326.26 GUT 2. 5 0 % 0 . 0 0 % 3 2 5 . 5 3 P R C STA=17+25.16 ELEV=325.37 STA=17+53.47 ELEV=325.61 32 6 . 9 7 PC 3 2 6 . 4 7 P R C 3 2 5 . 7 6 T C 32 5 . 6 9 TC STA=17+10.19 ELEV=325.58 1.26% STA=16+21.28 ELEV=326.71 STA=15+96.30 ELEV=328.17 32 8 . 1 5 PT 2. 5 0 % 32 6 . 2 8 PT 3 2 5 . 9 5 T C 5% 3 2 5 . 4 3 ( L P ) T C 4 . 5 % 1% 32 6 . 8 7 ( L P ) TC 3 2 5 . 6 2 ( L P ) T C 28+33.34, 21.50' L (RIVER TERRACE) 28+30.18, 20.50' R (RIVER TERRACE) 27+47.34, 20.00' L (RIVER TERRACE) 27+51.87, 20.00' R (RIVER TERRACE) 27+29.69, 20.00' L (RIVER TERRACE) 27+24.50, 23.00' L (RIVER TERRACE) 27+24.50, 23.00' L (RIVER TERRACE) 27+19.30, 26.00' L (RIVER TERRACE) 27+22.76, 26.00' R (RIVER TERRACE) 27+27.95, 23.00' R (RIVER TERRACE) 27+27.95, 23.00' R (RIVER TERRACE) 27+33.15, 20.00' R (RIVER TERRACE) 16+21.28, 18.00' L (FRIENDLY) 16+22.78, 18.00' R (FRIENDLY) 17+17.29, 14.00' L (FRIENDLY) 17+10.19, 14.00' R (FRIENDLY) CURB RETURN TABLE CURVE C3 C4 C5 C6 C7 C8 C9 C10 LENGTH 39.27' 41.83' 39.27' 6.28' 6.28' 6.28' 6.28' 37.60' RADIUS 25.00' 25.00' 25.00' 6.00' 6.00' 6.00' 6.00' 25.00' DELTA 90°00'00" 95°51'22" 90°00'00" 60°00'00" 60°00'00" 60°00'00" 60°00'00" 86°10'44" CHORD 35.36' 37.12' 35.36' 6.00' 6.00' 6.00' 6.00' 34.16' BEARING N45°01'17"E S47°54'24"E N44°58'43"W N30°01'17"E S30°01'17"W N29°58'45"W S29°58'43"E S43°06'39"W START STATION END STATION 1 INCH = 10 FEET SCALE 010 5 10 CR2 CURB RETURN DETAILS CURB RETURN - RIVER TERRACE BOULEVARD & SW WOODGROVE STREET SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 2 Se p . 7 , 1 8 - 2: 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 25 + 0 0 26 + 0 0 15+00 SW R I V E R T E R R A C E B O U L E V A R D SW LARKSPRING LANE 327.98PC 328 . 0 1 1/ 2 3 2 8 . 0 3 P R C 32 8 . 0 5 1/2 328.07PT 327.85PC 327. 8 3 1/2 32 7 . 8 0 PR C 327. 7 8 1/2 327.75PT 327.23PC 327. 0 3 1/4 3 2 6 . 6 9 1 / 2 3 2 6 . 3 5 3 / 4 32 6 . 1 5 PT 32 5 . 3 0 PC 324 . 7 8 1/2 32 5 . 1 0 1/ 4 324.2 3 3/4 323.74PT 323.25PC 32 3 . 0 5 1/ 2 3 2 2 . 8 5 P R C 32 2 . 6 5 1/ 2 322.45PT 323.87PT 323.6 6 1/2 323 . 4 4 PRC 323.2 3 1/2 323.01PC 5. 0 0 % 2.50% 2. 5 0 % 6. 9 0 % 2.50% 2.50% 2.50% 2.50% 6. 9 0 % 7% 2% 1% 8% 8% XX%1% 8% 2% 2% 8% 3% 8% 2% 8 % 2 % 9% 8% 8% 2% 7% 8% 328.25328.25 325.81 325.90 324.65 327.05 326.95 327.05 327.12 327.12 327.19 327.52 327.62 326.73 GUT 326.57 GUT 325.02 324.92 323.80 323.87 323.73 323.80 323.01 323.11 323.25 GUT 323.50 GUT 328.13 328.03 326.81 326.74 326.74 326.67 326.73 GUT 326.63 GUT 326.21 326.12 326.12 326.03326.20 326.10 325.55 GUT 325.65 GUT 324.90 GUT 324.80 GUT 325.48 325.58 325.05 325.10 324.98 325.05 324.52 324.44 324.44 324.36 322.71 322.61 323.49 GUT 323.24 GUT 322.31 322.31 5% 5% 0. 0 0 % 2. 5 0 % STA=15+16.78 ELEV=325.13 STA=14+91.77 ELEV=326.18STA=14+66.77 ELEV=327.70 32 6 . 5 7 TC 32 7 . 7 8 TC 6.08% 32 6 . 0 0 ( L P ) TC 326.83 326.73 2% 32 5 . 5 6 TC 5 % 26+24.67, 26.00' R (RIVER TERRACE)26+18.67, 23.00' R (RIVER TERRACE) 26+18.67, 23.00' R (RIVER TERRACE)26+12.67, 20.00' R (RIVER TERRACE) 26+13.54, 26.00' L (RIVER TERRACE) 26+08.35, 23.00' L (RIVER TERRACE) 26+08.35, 23.00' L (RIVER TERRACE) 26+03.15, 20.00' L (RIVER TERRACE) 25+85.34, 20.00' L (RIVER TERRACE) 25+07.34, 20.00' L (RIVER TERRACE) 24+99.11, 20.00' L (RIVER TERRACE) 24+93.91, 23.00' L (RIVER TERRACE) 24+93.91, 23.00' L (RIVER TERRACE) 24+88.72, 26.00' L (RIVER TERRACE) 25+09.59, 20.00' R (RIVER TERRACE)25+03.59, 23.00' R (RIVER TERRACE) 25+03.59, 23.00' R (RIVER TERRACE)24+97.59, 26.00' R (RIVER TERRACE) 15+16.78, 14.00' L (LARKSPRING) 15+16.78, 14.00' R (LARKSPRING) CURB RETURN TABLE CURVE C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 LENGTH 6.28' 6.28' 39.27' 39.27' 6.28' 6.28' 6.95' 6.95' 6.95' 6.95' RADIUS 6.00' 6.00' 25.00' 25.00' 6.00' 6.00' 7.50' 7.50' 7.50' 7.50' DELTA 60°00'00" 60°00'00" 90°00'00" 90°00'00" 60°00'00" 60°00'00" 53°07'48" 53°07'48" 53°07'48" 53°07'48" CHORD 6.00' 6.00' 35.36' 35.36' 6.00' 6.00' 6.71' 6.71' 6.71' 6.71' BEARING S29°58'43"E N29°58'43"W N45°01'17"E N44°58'43"W N30°01'17"E S30°01'17"W N26°32'38"W S26°32'38"E S26°35'11"W N26°35'11"E START STATION END STATION 1 INCH = 10 FEET SCALE 010 5 10 CR3 CURB RETURN DETAILS CURB RETURN - RIVER TERRACE BOULEVARD & SW LARKSPRING LANE SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 3 Se p . 7 , 1 8 - 2: 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C21 C22 C23 C24 C25 C26 C27 C28 23 + 0 0 15+00 16+00 SW R I V E R T E R R A C E B O U L E V A R D SW SNOWDALE STREET CURVE C21 C22 C23 C24 C25 C26 C27 C28 313.70PC 313.5 3 1/2 313 . 3 5 PRC 313.1 8 1/2 313.00PT 312.74PC 312 . 2 5 1/4 3 1 1 . 3 4 1 / 2 3 1 0 . 7 1 3 / 4 31 0 . 5 1 PT 30 9 . 2 2 PC 30 9 . 0 2 1/ 4 308 . 6 1 1/ 2 307.9 0 3/4 307.41PT 307.41PC 308 . 1 3 1/4 3 0 8 . 6 4 1 / 2 3 0 8 . 8 4 3 / 4 30 9 . 0 5 PT 31 0 . 2 9 PC 31 0 . 4 9 1/ 4 31 1 . 2 3 1/ 2 312.2 5 3/4 312.74PT 312.80PC 31 2 . 9 7 1/2 3 1 3 . 1 4 P R C 31 3 . 3 2 1/ 2 313.49PT 6. 9 0 % 1.50%7.04% 2.50%2.50% 2.50% 2.50% 6. 9 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 14 % 2 % 8% 15% 2% 2% 8% 15 % 8% 1 2 % 2% 8% 7% 2% 2% 5% 2% 8% 8% 8% 2% 2% 1 1 % 2 %8% 7% 315.45315.45 313.59 313.49 311.62 311.72 311.57 311.62 311.99 GUT 312.24 GUT 310.47 310.40 310.30 310.23 310.24 310.14 309.77 GUT 309.99 GUT310.59 310.12 308.74 310.59 308.74 308.60 GUT 308.37 GUT 308.49 309.24 309.34 308.34 308.53 308.46 308.27 307.79 307.98 306.91 GUT 307.16 GUT 307.26 307.16 307.67 307.59 307.75 307.67 306.91 GUT 307.16 GUT 308.79 308.72 308.86 308.79 309.00 309.10 308.62 GUT 308.72 GUT 309.97 GUT 310.07 GUT 310.53 310.61 310.69 310.61 310.70 310.60 311.52 311.45 311.59 311.52 313.96 313.86 312.24 GUT 311.99 GUT 305.70305.70 2. 5 0 % 0. 0 0 % 2 . 5 0 % 31 0 . 9 8 TC 31 2 . 4 3 TC 31 0 . 6 7 TC 30 8 . 9 7 TC 3 0 8 . 6 0 T C 30 9 . 2 8 TC STA=14+62.28 ELEV=312.35 STA=14+87.28 ELEV=310.59 STA=15+12.23 ELEV=309.49 STA=16+02.25 ELEV=309.27 STA=16+27.25 ELEV=308.89 STA=16+52.25 ELEV=308.52 2. 5 0 % 0. 0 0 % 2. 5 0 % 31 0 . 4 5 ( L P ) TC 5% 312.09 2% 312.34 30 9 . 3 8 TC 5 % 30 9 . 1 9 ( H P ) TC 308.72 5% 5% 31 0 . 1 3 TC 5% 2 % S C 23+61.26, 26.00' L (RIVER TERRACE) 23+55.43, 23.00' L (RIVER TERRACE) 23+55.43, 23.00' L (RIVER TERRACE) 23+49.51, 20.05' L (RIVER TERRACE) 23+45.22, 20.05' L (RIVER TERRACE) 23+58.27, 26.00' R (RIVER TERRACE)23+52.09, 23.00' R (RIVER TERRACE) 23+52.09, 23.00' R (RIVER TERRACE)23+46.11, 19.97' R (RIVER TERRACE) 23+45.22, 19.97' R (RIVER TERRACE) 22+67.22, 18.00' L (RIVER TERRACE) 22+67.33, 18.00' R (RIVER TERRACE) 16+02.25, 14.00' L (SNOWDALE) 16+00.83, 13.90' R (SNOWDALE) 15+12.28, 14.00' L (SNOWDALE) 15+14.28, 14.00' R (SNOWDALE) CURB RETURN TABLE CURVE C21 C22 C23 C24 C25 C26 C27 C28 LENGTH 6.99' 6.99' 39.27' 39.27' 39.82' 39.27' 6.92' 6.92' RADIUS 7.50' 7.50' 25.00' 25.00' 25.00' 25.00' 7.50' 7.50' DELTA 53°25'15" 53°21'56" 90°00'00" 90°00'00" 91°15'35" 90°00'00" 52°52'39" 52°52'39" CHORD 6.74' 6.74' 35.36' 35.36' 35.74' 35.36' 6.68' 6.68' BEARING S25°49'25"E N25°51'05"W N45°01'17"E N44°58'43"W S45°39'04"W S44°58'43"E S27°01'56"W N27°01'56"E START STATION END STATION 1 INCH = 10 FEET SCALE 010 5 10 CR4 CURB RETURN DETAILS CURB RETURN - RIVER TERRACE BOULEVARD & SW SNOWDALE STREET SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 4 Se p . 7 , 1 8 - 2: 3 0 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C42 C43 14+00 1 0 + 0 0 S W 1 6 9 T H A V E N U E SW A P P L E D A L E R O A D 287.051/4 286.92 PC 287 . 1 7 1/2 2 8 7 . 2 9 ( H P ) 3 / 4 2 8 7 . 2 2 P R C 2 8 6 . 4 6 P R C 28 6 . 6 5 1/ 4 286 . 8 1 1/2 286. 9 6 ( H P ) 3/4 286.92 PT 1 . 5 0 % 0.50% 1.95% 2.50% 2.50% 2 . 5 0 % 2 . 5 0 % 1 . 8 % 2% 1.5 % 8% 0 . 5 % 2% 8% 5.5 % 1. 5 % 8 % 2% 8 % 1.5 % 2.8% 1.3% 287.08 286.67 286.75 286.75 286.86 286.56 286.66 286.39 287.12 286.71 286.75 GUT 286.78 GUT 287.19 287.22 287.27 287.31 287.29 287.39 286.98 286.89 286.81 286.92 286.46 GUT 286.42 GUT 286.73 286.83 286.78 GUT 286.75 GUT 287.19 287.22 287.39 287.49 287.30 287.27 287.37 287.27 286.22 GUT 286.27 GUT 286.83(L P ) TC 286.85 TC (LP) 286.98 10+40.64, 18.00' R (169TH) 10+37.68, 18.00' L (169TH) 14+67.31, 18.00' L (APPLEDALE) 13+92.66, 18.00' L (APPLEDALE) CURB RETURN TABLE CURVE C42 C43 LENGTH 36.74' 35.02' RADIUS 25.00' 25.00' DELTA 84°11'53" 80°14'59" CHORD 33.52' 32.22' BEARING S56°57'28"E N25°15'58"E START STATION END STATION 13+02.09, 18.00' R (169TH) 12+24.09, 18.00' R (169TH) 10+43.00, 14.00' L (BIRDSONG) 10+43.00, 14.00' R (BIRDSONG) CURB RETURN TABLE CURVE C40 C41 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S44°58'43"E S45°01'17"W START STATION END STATION C40 C41 13 + 0 0 10+00 SW 1 6 9 T H A V E N U E SW BIRDSONG STREET 302.28PC 302 . 9 8 1/4 3 0 3 . 3 2 1 / 2 3 0 3 . 5 2 3 / 4 30 3 . 6 9 PT 30 4 . 9 7 PC 30 5 . 1 6 1/ 4 30 5 . 4 7 1/ 2 305.9 6 3/4 306.46PT 5. 0 0 % 2.50% 5. 0 0 % 2.50% 2.70% 5. 0 0 % 5. 0 0 % 8% 2%8% 8 % 2 % 8% 8% 2 % 3% 8% 8% 2 % 3% 306.77 306.67 306.29 306.22 305.92 GUT 305.67 GUT 306.15 306.22 306.11 306.01 307.39 307.49 306.22 306.29 305.96 GUT 305.71 GUT 306.15 306.22 305.22 305.14 305.14 305.04 304.60 GUT 304.69 GUT 304.76 304.51 303.36 303.19 GUT 303.09 GUT 303.59 303.56 303.69 303.62 303.42 5% 30 5 . 4 3 TC 30 6 . 6 1 TC 30 5 . 1 2 TC STA=10+43.00 ELEV=303.93 STA=10+68.00 ELEV=305.02 STA=10+93.00 ELEV=306.51 0. 0 0 % 2. 5 0 % 2. 5 0 % 30 3 . 8 3 TC 5% 30 4 . 8 7 TC ( L P ) 303.96 304.06 6% 303.62 305.15 305.05 2% 1 INCH = 10 FEET SCALE 010 5 10 CR5 CURB RETURN DETAILS CURB RETURN - SW APPLEDALE ROAD & SW 169TH AVENUE SCALE: 1" = 10' CURB RETURN - SW 169TH AVENUE & SW BIRDSONG STREET SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 5 Se p . 7 , 1 8 - 2: 3 1 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C38 C39 15 + 0 0 10+00 SW SNOWDALE STREET SW 1 6 9 T H A V E N U E 319.58PC 320 . 1 2 1/4 3 2 0 . 4 5 1 / 2 3 2 0 . 6 4 3 / 4 32 0 . 8 4 PT 32 2 . 0 9 PC 32 2 . 2 9 1/ 4 32 2 . 5 3 1/ 2 322.96 3/4 323.43PT 5. 0 0 % 2.50% 5. 0 0 % 2.50% 3.30% 2. 5 0 % 5. 0 0 % 8% 2 % 8% 8% 2 % 2% 321.75 321.50 322.57 322.67 322.11 322.19 322.11 321.59 GUT 321.69 GUT 320.34 GUT 320.24 GUT 320.69 320.76 320.86 320.65 320.55 320.35 2. 5 0 % 0. 0 0 % 5. 0 0 % STA=10+43.00 ELEV=321.08 STA=10+68.00 ELEV=322.31 STA=10+93.00 ELEV=323.87 32 2 . 3 8 TC 32 2 . 7 0 TC 32 3 . 9 4 TC 321.30 32 1 . 1 0 TC 8% 32 1 . 9 9 TC ( L P ) 322.09 322.19 322.03 2% 320.76 321.20 10+43.00, 14.00' R (SNOWDALE) 10+43.00, 14.00' L (SNOWDALE)15+42.09, 18.00' R (169TH) 14+64.09, 18.00' R (169TH) CURB RETURN TABLE CURVE C38 C39 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S44°58'43"E S45°01'17"W START STATION END STATION 10+43.00, 14.00' L (LARKSPRING) 10+43.00, 14.00' R (LARKSPRING) 17+82.09, 18.00' R (169TH) 17+04.09, 18.00' R (169TH) CURB RETURN TABLE CURVE C36 C37 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S44°58'43"E S45°01'17"W START STATION END STATION C36 C37 17 + 0 0 10+00 11+00 SW LARKSPRING LANE SW 1 6 9 T H A V E N U E 336.53PC 336 . 9 6 1/4 3 3 7 . 6 2 3 / 4 3 3 7 . 3 0 1 / 2 33 7 . 8 2 PT 33 9 . 0 7 PC 33 9 . 2 7 1/ 4 339 . 6 4 1/ 2 340.0 2 3/4 340.40PT 5. 0 0 % 2.50% 3.20% 2.50% 5. 0 0 % 5. 0 0 % 5. 0 0 % 8 % 2 % 8% 8% 2 % 4% 338.75 338.50 337.35 338.57 GUT 338.67 GUT 339.05 339.11339.11 340.22 340.12 337.32 GUT 337.22 GUT 337.66 337.71 337.81 337.71 337.40 337.50 0. 0 0 % 2. 5 0 % 2. 5 0 % STA=10+43.00 ELEV=338.05 STA=10+68.00 ELEV=339.23 STA=10+93.00 ELEV=340.72 33 9 . 6 2 TC 34 0 . 8 0 TC 33 9 . 3 1 TC 33 8 . 9 3 TC ( L P ) 339.01 338.08 338.18 7% 339.13 339.03 2% 8% 2% 8% 8% 8% 2 % 8% 8% 332.48 332.38 331.93 332.00 331.86 331.93 331.36 331.46 331.87 GUT 331.38 GUT 331.87 GUT 331.38 GUT 331.93 331.86 332.38 332.48 332.00 331.93 331.46 331.36 10 % 10 . 3 3 % 2.50%2.50% 10 % SW 169TH AVENUE STA=16+50.00 ELEV=332.63 1 INCH = 10 FEET SCALE 010 5 10 CR6 CURB RETURN DETAILSCURB RETURN - SW 169TH AVENUE & SW SNOWDALE STREET SCALE: 1" = 10' CURB RETURN - SW 169TH AVENUE & SW LARKSPRING LANE SCALE: 1" = 10' MID BLOCK CROSSING RAMPS - SW 169TH AVENUE SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 6 Se p . 7 , 1 8 - 2: 3 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C34 C35 11+00 19 + 0 0 SW WOODGROVE STREET SW 1 6 9 T H A V E N U E 340.76PC 340 . 9 6 1/4 3 4 1 . 1 9 1 / 2 3 4 1 . 4 1 3 / 4 34 1 . 6 1 PT 339.56PT 339.3 6 3/4 33 9 . 1 1 1/2 33 8 . 8 6 1/ 4 33 8 . 6 1 PC 2. 5 0 % 2.00%4.03% 2.50% 4.00% 2. 5 0 % 2. 3 9 % 5%2% 2% 8% 5%2 % 8% 5% 2% 2% 8%8%2% 1 % 341.92341.62341.55341.43 341.33 341.48 341.55 341.82 341.10 GUT 341.00 GUT 341.11 GUT 341.01 GUT 341.49 341.56 341.63 341.56 341.80 341.90 340.89 340.82340.36 GUT 340.26 GUT 340.74 340.82 340.90 340.80 340.49 340.26 339.18 339.14 GUT 339.04 GUT339.52 339.59 339.59 339.66 339.53 339.43 339.73TC 340.49TC0.00% 2.50% 340.68TC STA=18+94.09 ELEV=340.70 STA=19+19.09 ELEV=340.10 STA=19+44.09 ELEV=339.76 340.44(LP)TC 11+49.00, 18.00' R (FRIENDLY) 10+63.00, 14.00' R (FRIENDLY) 19+44.09, 18.00' R (169TH) 19+48.09, 18.00' L (169TH) CURB RETURN TABLE CURVE C34 C35 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S45°01'17"W N44°58'43"W START STATION END STATION 14+52.15, 14.00' L (BIRDSONG) 14+52.15, 14.00' R (BIRDSONG) CURB RETURN TABLE CURVE C44 C45 LENGTH 43.98' 43.98' RADIUS 28.00' 28.00' DELTA 90°00'00" 90°00'00" CHORD 39.60' 39.60' BEARING N45°01'17"E N44°58'43"W START STATION END STATION 14+80.15, 42.00' L (BIRDSONG) 14+80.15, 42.00' R (BIRDSONG) C44 C45 15+00 SW BIRDSONG STREET 29 3 . 7 2 PC 29 3 . 5 4 1/ 4 293 . 3 6 1/ 2 293.18 3/4 293.00PT 29 3 . 7 2 PT 2 9 3 . 5 4 3 / 4 2 9 3 . 3 6 1 / 2 293 . 1 8 1/4 293.00PC 7.00% 2. 5 0 % 2. 5 0 % 7.00% 7.00% 2. 5 0 % 2. 0 0 % 292.70 291.30 290.57(LP) 290.57(LP) 290.88(HP) 291.30292.70 1. 6 5 % 2. 5 0 % 2. 0 0 % 1. 6 5 % 7.00% 7.00% 1 INCH = 10 FEET SCALE 010 5 10 CR7 CURB RETURN DETAILS CURB RETURN - SW 169TH AVENUE & SW WOODGROVE STREET SCALE: 1" = 10' CURB RETURN - SW BIRDSONG STREET & FIRE TURN AROUND SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 7 Se p . 7 , 1 8 - 2: 3 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 12 + 0 0 SW DESCHUTES LANE SW R E D F O X T E R R A C E C54 C55 319.71 2.50% 5. 0 0 % 3. 1 0 % 2.50% 2.50% 9. 0 0 % 5. 0 0 % 317.03PC 31 9 . 6 7 PC 317 . 8 4 1/4 3 1 8 . 6 4 1 / 2 31 8 . 1 6 PT 32 0 . 1 3 1/ 4 320 . 5 8 1/ 2 320.9 3 3/4 321.28PT 3 1 8 . 6 5 3 / 4 318.73 320.15 TRANSITION FROM TYPE B MOUNTABLE CURB TO CONCRETE CURB AND GUTTER AT PT, CURB RADIUS AND ELEVATIONS REFERENCE TOP BACK OF CURB TRANSITION FROM CONCRETE CURB AND GUTTER TO TYPE B MOUNTABLE CURB AT PC, CURB RADIUS AND ELEVATIONS REFERENCE TOP BACK OF CURB 0. 0 0 % 2. 5 0 % 2. 5 0 % STA=10+36.50 ELEV=318.65 STA=10+61.51 ELEV=317.36 STA=10+86.50 ELEV=315.62 31 7 . 7 5 TC 31 5 . 7 0 TC 31 7 . 4 4 TC 3 1 8 . 7 3 T C ( H P ) CURB RETURN TABLE CURVE C54 C55 LENGTH 42.41' 42.41' RADIUS 27.00' 27.00' DELTA 90°00'00" 90°00'00" CHORD 38.18' 38.18' BEARING S45°01'17"W S44°58'43"E START STATION END STATION 10+36.50, 15.00' L (DESCHUTES) 10+36.50, 15.00' R (DESCHUTES)11+96.00, 9.50' R (REDFOX) 12+80.00, 9.50' R (REDFOX)24+93.30, 14.00' L (165TH) 25+71.30, 14.00' L (165TH)12+11.00, 14.00' L (DESCHUTES) 12+11.00, 14.00' R (DESCHUTES) CURB RETURN TABLE CURVE C50 C51 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 89°59'57" 90°00'00" CHORD 35.36' 35.36' BEARING N45°01'18"E N44°58'43"W START STATION END STATION C50 C51 12+00 25 + 0 0 SW 1 6 5 T H A V E N U E SW DESCHUTES LANE 312.74PC 312 . 2 9 1/4 3 1 2 . 0 5 1 / 2 3 1 1 . 7 9 3 / 4 31 1 . 1 1 PT 30 9 . 8 6 PC 30 9 . 6 4 1/ 4 309 . 5 3 1/ 2 309.3 7 3/4 308.84PT 5. 0 0 % 2.50% 5. 0 0 % 2.50% 5. 0 0 % 1.50% 5. 0 0 % 6 % 2% 4% 8% 8% 2 % 8 % 9% 309.04 308.94 309.54 309.47 309.61 309.54 309.04 GUT 308.99 GUT 310.04 309.94 309.66 310.71 311.06 311.19 311.29 311.54 GUT 311.64 GUT 312.02 312.09 312.16 312.09 312.94 312.84 31 0 . 7 2 TC 31 1 . 1 2 TC 31 0 . 4 1 TC 2. 5 0 % 0. 0 0 % 2. 5 0 % STA=11+61.00 ELEV=311.04 STA=11+86.00 ELEV=310.33 STA=12+11.00 ELEV=310.09 7.03% 31 0 . 5 6 ( L P ) TC 8% 2% 3% 8% 309.36 309.46 309.54 309.61309.06 GUT 309.31 GUT 309.68 309.61 310.16 310.06 5% 1 INCH = 10 FEET SCALE 010 5 10 CR8 CURB RETURN DETAILS CURB RETURN - SW DESCHUTES LANE & SW REDFOX TERRACE SCALE: 1" = 10' CURB RETURN - SW DESCHUTES LANE & SW 165TH AVENUE SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 8 Se p . 7 , 1 8 - 2: 3 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C52 C53 20+00 23 + 0 0 SW 1 6 5 T H A V E N U E SW SNOWDALE STREET 295.70PC 295 . 2 1 1/4 2 9 4 . 6 5 1 / 2 2 9 4 . 2 9 3 / 4 29 4 . 0 1 PT 29 2 . 7 6 PC 29 2 . 6 6 1/ 2 29 2 . 4 2 PT 5. 0 0 % 1.50% 5. 0 0 % 2.50% 5. 0 0 % 7%2% 2% 8% 8% 2% 8% 2 % 5% 10 % 3% 2% 8% 8% 293.24 293.14 292.81 292.71 292.75 292.65 292.62 292.52 292.26 GUT 292.21 GUT 293.59 GUT 293.69 GUT 294.07 294.14 294.14 294.21 295.54 295.47 295.15 GUT 295.40 GUT 295.54 295.61 297.01 296.91 295.42 295.52 295.60 295.67 295.67 295.74 295.37 GUT 295.12 GUT 296.12 296.22 293.67 294.02 292.62 2. 5 0 % 0. 0 0 % 2. 5 0 % STA=19+90.78 ELEV=295.36 STA=20+15.78 ELEV=293.86 STA=20+40.78 ELEV=292.99 3.50% 29 4 . 2 5 TC 29 5 . 4 4 TC 29 3 . 9 3 TC 5% 5% 29 3 . 7 0 ( L P ) TC 22+72.98, 21.32' L (165TH) 23+33.30, 14.00' L (165TH)20+40.78, 13.99' L (SNOWDALE) 20+40.78, 14.01' R (SNOWDALE) CURB RETURN TABLE CURVE C52 C53 LENGTH 39.27' 9.82' RADIUS 25.00' 25.00' DELTA 90°00'00" 22°30'00" CHORD 35.36' 9.75' BEARING N45°01'17"E N78°43'43"W START STATION END STATION 26+03.15, 14.00' R (165TH) 26+81.15, 14.00' R (165TH)10+38.99, 14.00' L (LUKE LANE) 10+39.01, 14.00' R (LUKE LANE) CURB RETURN TABLE CURVE C48 C49 LENGTH 39.26' 39.28' RADIUS 25.00' 25.00' DELTA 89°58'47" 90°01'13" CHORD 35.35' 35.36' BEARING S44°58'07"E S45°01'53"W START STATION END STATION C48 C49 10+00 26 + 0 0 27 + 0 0 SW 1 6 5 T H A V E N U E SW 1 6 5 T H A V E N U E SW LUKE LANE 31 6 . 1 0 PC 31 6 . 3 0 1/ 4 316 . 5 2 1/2 317.0 8 3/4 317.79PT 314.34PC 314 . 4 4 1/4 3 1 4 . 5 8 1 / 2 31 4 . 8 5 PT 5. 0 0 % 2.50% 2. 3 4 % 2.50% 5. 0 0 % 3.20% 5. 0 0 % 3% 2 % 8% 8%2% 7% 2 % 2 % 8 % 314.41 314.31 314.39 314.32 314.46 314.39 314.94 314.84 314.09 GUT 313.84 GUT 313.84 GUT 313.94 GUT 313.94 314.00 314.65 314.26 314.75 314.93 314.83 314.45314.35 314.25 GUT 314.35 GUT 315.16 316.21 316.54 315.60 GUT 315.70 GUT 315.70 316.52 316.62 315.80 315.91 315.81 5% 0. 0 0 % 2. 5 0 % STA=10+38.99 ELEV=315.08 STA=10+63.99 ELEV=314.20 STA=10+88.99 ELEV=312.98 31 3 . 0 6 TC 31 4 . 5 9 TC 317.96TC 31 5 . 5 0 TC 314.16TC 31 4 . 8 7 ( H P ) TC 31 4 . 2 8 TC 2. 5 0 % 4% 314.16 8% 314.65 7% 3 1 4 . 7 1 3 / 4 5% 314.55 1 INCH = 10 FEET SCALE 010 5 10 CR9 CURB RETURN DETAILS CURB RETURN - SW SNOWDALE STREET & SW 165TH AVENUE SCALE: 1" = 10' CURB RETURN - SW 165TH AVENUE & LUKE LANE SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 9 Se p . 7 , 1 8 - 2: 3 3 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C32 C33 15+00 21 + 0 0 SW WOODGROVE STREET SW B L O O M F I E L D A V E U E 33 6 . 2 8 PT 3 3 5 . 7 6 3 / 4 3 3 5 . 0 0 1 / 2 334 . 2 9 1/4 334.04PC 332.9 2 3/4 (H P ) 33 2 . 4 9 1/ 2 33 1 . 9 2 1/ 4 33 1 . 3 6 PC 2. 5 0 % 6.30% 2. 5 0 % 6.30% 1. 5 0 % 5.00%5.00% 11%2 % 11% 2% 1% 2% 8%8%2 % 3 % 8% 2%4% 8% 333.84 332.51 334.27 335.68 335.78 336.03 335.96 335.48 GUT 335.78 GUT 336.03 336.10 336.48 336.58 335.78 GUT 335.53 GUT 335.72 335.65 335.79 335.72 337.30 337.40 334.14 334.09 334.09 333.99 334.06 333.96 333.64 GUT 333.54 GUT 332.39 GUT 332.29 GUT 332.76 332.71 332.81 332.84 332.69 332.59 0.00% 2.50% 6% 332.55TC 330.31TC STA=20+72.99 ELEV=333.02 STA=20+47.98 ELEV=332.16 STA=20+22.99 ELEV=330.23 332.24TC 333.86TC 5% 332.79PT 332.81 332.91 2% 2.50% 14+67.28, 18.00' L (FRIENDLY) 15+45.28, 18.00' L (FRIENDLY)20+72.99, 14.00' L (BLOOMFIELD) 20+72.99, 14.00' R (BLOOMFIELD) CURB RETURN TABLE CURVE C32 C33 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING S44°58'43"E N45°01'17"E START STATION END STATION 27+23.30, 14.00' L (165TH) 28+01.30, 14.00' L (165TH)21+45.47, 14.00' L (FRIENDLY) 21+45.47, 14.00' R (FRIENDLY) CURB RETURN TABLE CURVE C46 C47 LENGTH 39.27' 39.27' RADIUS 25.00' 25.00' DELTA 90°00'00" 90°00'00" CHORD 35.36' 35.36' BEARING N45°01'17"E N44°58'43"W START STATION END STATION C46 C47 27 + 6 2 28 + 0 0 SW WOODGROVE STREET SW 1 6 5 T H A V E N U E 319.70(HP)PC 319 . 4 9 1/4 3 1 9 . 3 9 1 / 2 3 1 9 . 2 9 3 / 4 31 9 . 0 9 PT 31 9 . 0 9 PC 31 9 . 1 9 1/ 4 31 9 . 2 5 ( H P ) 1/ 2 319.0 4 3/4 318.79PT 2. 3 4 % 2.50% 1. 3 0 % 2.50% 1.50% 2. 5 0 % 2. 5 0 % 2% 4% 8% 8% 2% 6% 6% 7% 2% 7% 8% 319.35 319.45 319.15 319.22 319.15 319.07 318.59 GUT 318.64 GUT 318.59 GUT 318.69 GUT 318.89 GUT 318.93 GUT 319.43 319.60 318.94 319.90 320.00 320.34 320.41 319.86 GUT 319.89 GUT 320.48 320.41 320.08 319.98 319.07 319.15 319.15 319.39 319.25 319.90 319.80 319.32 31 9 . 0 3 ( L P ) TC 319.22 2% 2% 319.63 TC 319.32 31 8 . 9 5 ( L P ) TC 1 INCH = 10 FEET SCALE 010 5 10 CR10 CURB RETURN DETAILS CURB RETURN - SW BLOOMFIELD AVEUE & SW WOODGROVE STREET SCALE: 1" = 10' CURB RETURN - SW 165TH AVENUE & SW WOODGROVE STREET SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 1 0 Se p . 7 , 1 8 - 2: 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 C29 C30 C31 1 9 + 0 0 19 + 3 2 SW LEMONGRASS LANE SW B L O O M F I E L D A V E U E 321.72PC 321.26 1/8 320. 8 1 1/4 32 0 . 3 8 1/ 2 ( L P ) 32 0 . 4 9 5/ 8 3 2 0 . 6 4 3 / 4 3 2 0 . 7 8 7 / 8 3 2 0 . 9 5 P R C 3 2 1 . 0 3 1 / 2 32 1 . 1 3 PT 32 1 . 1 0 PC 32 1 . 0 2 1/ 4 320 . 9 5 ( L P ) 1/ 2 322.15 3/4 323.32PT 7. 0 1 % 2.50% 1.00% 2. 5 0 % 2. 5 0 % 4%2 % 1% 8% 8% 4%2%1% 320.63 GUT 320.68 GUT 321.13 321.08 321.23 321.18 321.11 321.21 321.37 321.47 320.68 GUT 320.63 GUT 321.13 321.08 321.23 321.18 321.21 321.11 321.37 321.47 STA=18+81.83 ELEV=321.30 STA=18+92.72 ELEV=321.57 4.2 6 % 8. 0 0 % 323.34TC 2.50% 320 . 4 7 3/8 19+31.99, 14.00' R (BLOOMFIELD) 19+06.37, 23.43' L (LEMONGRASS) 18+45.39, 14.00' L (LEMONGRASS) 18+53.45, 14.00' R (LEMONGRASS) 18+57.46, 18.19' L (LEMONGRASS) 18+57.46, 18.19' L (LEMONGRASS) CURB RETURN TABLE CURVE C29 C30 C31 LENGTH 81.39' 14.28' 56.55' RADIUS 38.00' 25.00' 36.00' DELTA 122°43'32" 32°43'32" 90°00'00" CHORD 66.70' 14.09' 50.91' BEARING N61°20'29"W N73°39'31"E N44°58'43"W START STATION END STATION CURB RETURN TABLE CURVE C56 C57 LENGTH 42.41' 10.99' RADIUS 27.00' 6.99' DELTA 90°00'02" 90°03'20" CHORD 38.18' 9.90' BEARING S45°01'16"W S44°59'26"E START STATION END STATION 32+88.77, 14.88' L (AUTUMNVALE) 33+08.77, 15.00' R (AUTUMNVALE) 11+94.12, 9.50' R (ALLEY B) 12+58.00, 9.50' R (ALLEY B) 12 + 0 0 33+00 AL L E Y B SW AUTUMNVALE LANE C56 C57 2.50% 8. 5 4 % 8. 5 4 % 2.50% 2. 5 0 % 2. 5 0 % 3.87% 312.55PC 311 . 5 0 1/4 3 1 0 . 4 6 1 / 2 3 0 9 . 4 3 3 / 4 30 8 . 4 6 PT 30 8 . 6 1 PC 307 . 7 1 1/ 2 307.10PT 309.00 309.98 TRANSITION FROM TYPE B MOUNTABLE CURB TO CONCRETE CURB AND GUTTER AT PT, CURB RADIUS AND ELEVATIONS REFERENCE TOP BACK OF CURB TRANSITION FROM CONCRETE CURB AND GUTTER TO TYPE B MOUNTABLE CURB AT PC, CURB RADIUS AND ELEVATIONS REFERENCE TOP BACK OF CURB 0. 0 0 % 2. 5 0 % 30 7 . 1 8 TC 30 5 . 9 0 TC STA=32+91.80 ELEV=307.76 STA=322+66.80 ELEV=306.79 STA=32+41.81 ELEV=305.82 2. 5 0 % 2. 5 0 % 30 6 . 8 7 TC 30 7 . 8 4 TC 1 INCH = 10 FEET SCALE 010 5 10 CR11 CURB RETURN DETAILS CURB RETURN - SW LEMONGRASS LN & SW BLOOMFIELD AVEUE SCALE: 1" = 10' CURB RETURN - SW AUTUMNVALE LANE & ALLEY B SCALE: 1" = 10' Construction Documents KEY MAP RO Y R O G E R S R D SCHOLLS FERRY RD APPL E D A L E R D BIRDSONG ST 16 9 T H A V E SW R I V E R T E R R A C E B O U L E V A R D SNOWDALE ST LARKSPRING LN WOODGROVE ST ALLEY M LEMONGRASS LN 16 5 T H A V E RE D F O X T E R DESCHUTES LN LUKE LN BL O O M F I E L D A V E AL L E Y B AUTUMNVALE LN N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( C R 1 ) C U R B . d w g - S H E E T : CR 1 1 Se p . 7 , 1 8 - 2: 3 4 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 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 DTL1 STREET DETAILS PAVEMENT SECTION NOT TO SCALE 5 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 12" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 10"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 4" LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF MAMD NEIGHBORHOOD ROUTE CURB RAMP - TYPE A NOT TO SCALE 3 PAVEMENT SECTION NOT TO SCALE 4 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 - ONE LIFT COMPACTED TO 92% OF MAMD PAVEMENT SECTION NOT TO SCALE 2 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 12" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 10"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 7" LEVEL 2, 1/2" DENSE GRADED HMAC - COMPACTED TO 92% OF MAMD NEIGHBORHOOD COLLECTOR PAVEMENT SECTION NOT TO SCALE 1 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 - ONE LIFT COMPACTED TO 92% OF MAMD PRIVATE ALLEY LOCAL STREET TYPICAL REMOVABLE BOLLARD DETAIL NOT TO SCALE 6 PAVEMENT SECTION NOT TO SCALE 7 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 12" - (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 TEMPORARY GRAVEL GEOTEXTILE FABRIC PER GEOTECHNICAL ENGINEERS SPECIFICATIONS Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 1 - S T R E E T Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 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% MAX 8. 3 % MA X SEE PLANS FOR SIDEWALK WIDTH (REFER TO DETAIL BY JURISDICTION) CONCRETE PEDESTRIAN CURB (TYP.) PC PEDESTRIAN CROSSWALK LANDING 5' X 5' MIN. 2 % M A X . 2 % M A X . PEDESTRIAN CROSSWALK 8.3% MAX 8. 3 % MA X 6' MIN. 6' MIN. 6' MIN. 6' MIN. DTL2 STREET DETAILS (2) CURB RAMP - TYPE B NOT TO SCALE 1 18" 12"6"1" FA C E O F C U R B 3- 1 / 8 " 5- 7 / 8 " 9" M I N . 3" R=1" R=1/2" R=3/4" 6" 1 1/2" 12" 18" FA C E O F C U R B 6" 1 1/2" R=1/2" 3" 9" M I N . R=3/4" 6" 1" 6- 1 / 2 " R=1" R=3/4" 2/ 1 / 4 " 3/4" 1/8" R=1/4" 3/4"1/2" 2- 1 / 4 " R=3/4" R=1/4" 2- 1 / 2 " COMPACTED CRUSHED ROCK4" MI N . 4" MI N . MOUNTABLE CURB TYPE 'A' ARE TO BE CONSTRUCTED AT INTERVALS TRANSERVE CONTRACTION JOINTS MOUNTABLE CURB TYPE 'B' NOT TO EXCEED 12 FEET. CONCRETE SHALL BE 3000 PSI, 2-4 INCH SLUMP. NOTE: CRUSHED ROCK COMPACTED MOUNTABLE CURB NOT TO SCALE 2 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 2 - S T R E E T Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL3 SEWER DETAILS 48" MINIMUM LOCATE FRAME AND COVER OVER LEDGE LEDGE BELOW LADDER SHALL BE AT LEAST 12" IN WIDTH INSIDE DROP BOWL GRADE RINGS (2",4",OR 6") MAXIMUM 12" SET IN NON-SHRINK GROUT PIPE TYPE SIZE, AND CONNECTION PER PLAN, AS APPROVED WATERTIGHT SEAL PIPE BRACKETS- SEE NOTE #4 3'-0" MAXIMUM 45° BEND CENTER CHANNEL IN MANHOLE SEE NOTE #1 PIPE LENGTH AS REQUIRED VARIABLE DIA. PIPE CL FOR MANHOLE SPECIFICATIONS SEE STANDARD DETAIL #010 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 3 - S E W E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL4 SEWER DETAILS (2)M:\Jurisdictional and Client CAD details\CWS\CWS 540.jpg Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 4 - S E W E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL5 SEWER DETAILS (3) RIP-RAP HEADWALL DETAIL NOT TO SCALE 1.0'1.0' 0.7' (2) TIMES PIPE Ø Ø RIP-RAP IS TO BE LAID FLUSH TO THE SWALE BANK AND MITRED PIPE, AND GROUTED IN PLACE. PROVIDE ROCK SIZE BASED ON A D50 OF 3-INCHES. PIPE WITH MITRED ENDS TO MATCH 3:1 BANK SLOPE STANDARD CAST IRON GRATE THE LYNCH CO. 27" 27 " SECTION STANDARD CATCH BASIN PLAN VIEW 1. 2. 3. 4. 5. 6. 7. SUPPORT UNDER GRATE FRAME. LOADING CATCH BASINS WITHOUT PROPER MANUFACTURER DOES NOT RECOMMEND STANDARD DEPTHS : 30", 36", 42", 48" TO BE GREATER OR EQUAL TO AREA OPENING ON BOTTOM OF WATERSEAL COATED INSIDE AND OUT WITH 2" THICK HEAVY DUTY CAST IRON 10 GA STEEL MINIMUM THICKNESS. ALL WELDED STEEL CONSTRUCTION. IN OUTLET PIPE. SPECIFICATIONS ASPHALTIC PAINT. GRATE. 24" x 24" 21 2" 48 " 6" M i n 12 " 12" No Hub 24 " M i n C o d e 12 " 28 " 28" 1/4" Pl STEEL ALTERNATE THICKNESS. CLIFF BEHREND ph (503)-236-3825 fax (503)-238-4550 D THE CO INC. INVERT ELEVATION 1.3" WIDE x 13.4" LONG NOTCH CUT IN STEEL PLATE CENTERED OVER NOTCH IN CONCRETE BAFFLE WALL TOP OF WIER WALL ELEV=294.00 WEIR PLATE DETAIL NOT TO SCALE 4" WIDE x 16" LONG NOTCH CUT IN CONCRETE WEIR WALL 12" WIDE x 24" STAINLESS STEEL PLATE BOLT STEEL PLATE TO WALL WITH STAINLESS STEEL HARDWARE - 6 EA 12" MIN 60" 288.9 288.9 1 286.9 2.12" 294.0 296.5 24" 12" Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 5 - S E W E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL6 SEWER DETAILS (4) TOP OF WIER WALL ELEV=280.00 WEIR PLATE DETAIL NOT TO SCALE 4" WIDE x 16" LONG NOTCH CUT IN CONCRETE WEIR WALL 12" WIDE x 24" STAINLESS STEEL PLATE BOLT STEEL PLATE TO WALL WITH STAINLESS STEEL HARDWARE - 6 EA 3.6" WIDE x 11.1" LONG NOTCH CUT IN STEEL PLATE CENTERED OVER NOTCH IN CONCRETE BAFFLE WALL 60" 1 2.89" 282.0 24" 24" 280.0 272.5 272.5 270.5 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 6 - S E W E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL7 WATER DETAILS 1" X 1" X 1" 12" 24" Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 7 - W A T E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 DTL8 WATER DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 8 - W A T E R Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 SW 1 6 9 T H A V E SW SCHOLLS F E R R Y R D (C.R. N O . 3 1 1 0) SW WOODGROVE ST SW A P P L E D A L E R D SW R I V E R T E R R A C E B O U L E V A R D SW LARKSPRING LN SW SNOWDALE ST SW BIRDSONG ST SW LEMONGRASS LN SW AUTUMNVALE LN SW 1 6 5 T H A V E SW B L O O M F I E L D A V E AL L E Y A SW DESCHUTES LN AL L E Y B ALLEY M 166 63 181 15 112 101 9 165 61 97 32 118 18 163 59 206 132 2 115 161 57 204 178 21 159 55 202 175 157 53 200 84 42 198 85 170 153 94 196 16 168 33 98 22 129 30 29 193 7 17 150 194 133 88 91 TRACT F 13 116 52 190 4 35 135 152 48 186 107 38 44 182 111 20 102 164 60 207 100 179 160 56 203 26 156199 171 11 137 86 169 93 31 155 195 TRACT I TRACT D 176 11489 148 12 25 19 41 99 95 39 50 188 105 46 184 109 136 62 180 113 27 103 37 162 58 205 34 10 177 158 54 201 172 43 128 197 167 40 36 TRACT B 192 24 87 149 90 147 134 92 6 23 TRACT E 151 154 191 5 1 51 189 3 130 104 TRACT C 49 187 14 106 117 47 185 96 1088 TRACT N 45 183 28 131 110 S W R O Y R O G E R S R O A D ( C . R . N O . 3 1 5 0 ) 89 58 87 90 101 59 57 55 85 88 60 56 86 65 73 78 66 7479 67 80 68 81 69 82 70 7583 71 76 64 72 77 TRACT I TRACT D 176 11489 148 12 25 19 41 99 95 39 50 188 105 46 184 109 136 62 180 113 27 103 37 162 58 205 34 10 177 158 54 201 172 43 128 197 167 40 36 TRACT B 192 24 87 149 90 147 134 92 6 23 TRACT E 151 154 191 5 1 51 189 3 130 104 TRACT C 49 187 14 106 117 47 185 96 1088 TRACT N 45 183 28 131 110 166 63 181 15 112 101 9 165 61 97 32 118 18 163 59 206 132 2 115 161 57 204 178 21 159 55 202 175 157 53 200 84 42 198 85 170 153 94 196 16 168 33 98 22 129 30 29 193 7 17 150 194 133 88 91 TRACT F 13 116 52 190 4 35 135 152 48 186 107 38 44 182 111 20 102 164 60 207 100 179 160 56 203 26 156199 171 11 137 86 169 93 31 155 195 65 73 78 66 7479 67 80 68 81 69 82 70 120 141 119 142 126 127 125 143 124 138 144 123 145 122 139 146 121 140 7583 71 76 64 72 77 3 13 1 S B A A A A A B B B B B B BB B SW LUKE LANE B B B B 3 6 1 S63 626263 3 5 1 S 82838283 3 4 1 S 102102 2 3 1 S 5 15 1 S 5 15 1 S 6 15 1 S 13 15 1 S 12 13 1 S 10 12 13 15 1 S 9 13 1 S 11 13 1 S B 11 9 14 1 S B 7 9 1 S 5 9 1 S 16 17 19 S 19 S 18 S A 18 S 18 S 1 S TRACT S TRACT H 1 INCH = 100 FEET 100 50 100 SCALE 0 SS1 SIGNAGE AND STRIPING PLANS SEE SHEET SS2 FOR STREET SIGNING DETAILS AND NOTES. INSTALL 28' WIDE TYPE III STREET BARRICADE PER DWG NO. 6010 ON SHEET SS2. INSTALL STOP BAR PER DETAIL ON SHEET SS2. STREET SIGN NOTES: A 1-16 B N N M STOP HI INTENSITY SIGN 30" X 30" 18 REQUIRED TYPE R1-1 SIGN PUBLIC 2 SIDED 4 REQUIRED 1 5 SIGN PUBLIC 2 SIDED 1 REQUIRED 2 SIGN PUBLIC 2 SIDED 2 REQUIRED 6 SIGN PUBLIC 2 SIDED 5 REQUIRED 3 SIGN PRIVATE 2 SIDED 1 REQUIRED 7 SIGN PUBLIC 2 SIDED 1 REQUIRED 4 SIGN PUBLIC 2 SIDED 4 REQUIRED 9 SIGN PUBLIC 2 SIDED 1 REQUIRED 10 ANY TIME 12" X 18" 11 REQUIRED TYPE R7-1 SIGN 18 STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. P SIGN 19 24" X 30" 1 REQUIRED TYPE R2-1 SIGN PRIVATE 2 SIDED 1 REQUIRED 11 12" MIN STOP BAR - SHALL BE 120 mil. WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. B STREET BARRICADE PER DETAIL ON SHEET SS2 A N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: S = STEEL "TELESPAR" INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND SIGN PUBLIC 2 SIDED 2 REQUIRED 12 SIGN PUBLIC 2 SIDED 6 REQUIRED 13 42" 7"SW Appledale Rd SW 169TH Ave 30" 7"SW Birdsong St 7" 36" SW Snowdale St 7" 36" SW Larkspring Ln 7" 36" SW Deschutes Ln 7" 36" SW 165TH Ave 30" 7"SW Lemongrass Ln 7" 36" SW Autumnvale Ln 7" 36" SW Bloomfield Ave 30" 7" SW Woodgrove St 7" 36" SIGN PUBLIC 2 SIDED 1 REQUIRED 14 SW Luke Ln 30" 7" 42" 7"SW River Terrace Blvd SIGN PUBLIC 2 SIDED 5 REQUIRED 15 SW River Terrace Blvd 42" 7" 6" 39" River Terrace SIGN PUBLIC 2 SIDED X REQUIRED 16 SW Scholls Ferry Rd 42" 7" 6" 39" River Terrace SIGN PUBLIC 2 SIDED 1 REQUIRED 17 Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( S S 1 ) S I G N . d w g - S H E E T : SS 1 Se p . 7 , 1 8 - 2: 3 5 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 SS2 SIGNAGE AND STRIPING DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( S S 1 ) S I G N . d w g - S H E E T : SS 2 Se p . 1 0 , 1 8 - 1: 5 2 P M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: ASBUILT 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 9/10/2018 EXPIRES: JUNE 30, 2020 EC1 COVER SHEET Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( E C 1 ) C O V E R 1 2 0 0 C . d w g - S H E E T : EC 1 Se p . 7 , 1 8 - 2: 3 6 P M bo b 5/2/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION 8/22/20162ND SUBMITTAL DATE 9/12/20163RD SUBMITTAL DATE REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 10/7/20164TH SUBMITTAL DATE EXPIRES: JUNE 30, 2018 SW BULL MOUNTAIN RD. SW SCHOLLS FERRY RD. S W R O Y R O G E R S R D . VICINITY MAP PROJECT SITE *SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. UTILITY WET WEATHER CLEARINGGRADINGINSTALLATION CONSTRUCTIONSTABILIZATION(OCT. 1 - MAY 31ST) EROSION PREVENTION PRESERVE NATURAL VEGETATION STREET GROUND COVER X FINAL X HYDRAULIC APPLICATIONS PLASTIC SHEETING MATTING DUST CONTROL X X X X X X X X X X X BUFFER ZONE OTHER: SEDIMENT CONTROL SEDIMENT FENCE (PERIMETER)** X X X X X SEDIMENT FENCE (INTERIOR) STRAW WATTLES FILTER BERM INLET PROTECTION ** X X X X X DEWATERING SEDIMENT TRAP OTHER: RUN OFF CONTROL CONSTRUCTION ENTRANCE PIPE SLOPE DRAIN OUTLET PROTECTION SURFACE ROUGHENING CHECK DAMS OTHER: POLLUTION PREVENTION PROPER SIGNAGE X X X X X X HAZ WASTE MGMT X X X X X X SPILL KIT ON-SITE X X X X X X CONCRETE WASHOUT AREA X X X OTHER: TEMPORARY/ PERMANENT SEEDING BMP MATRIX FOR CONSTRUCTION PHASES REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. INITIAL: RATIONALE STATEMENT: X X X X X XXX X X X X X X X X X X X STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: 1.ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A) 2.THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. (SCHEDULE A.8.C.II.(1)(C)) 3.SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT. (SCHEDULE A.12.C.IV) 4.PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C.II.(1)(D)) 5.IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) & (2)) 6.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.A.V.(1) AND A.7.A.V.(3)) 7.EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.7.D.I AND A.8.C) 8.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS PROHIBITED. (SCHEDULE A.8.C.I.(6) AND A.B.C.II.(2)) 9.APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE A.8.C.II.(3)) 10.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.I.(7)) 11.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A 7.D.II.(1) AND A.8.C.I(4)) 12.WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.7.D.II.(5)) 13.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) 14.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III.) 15.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.A.IV) 16.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.III) 17.IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D) 18.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.A.II) 19.AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2)) 20.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.7.A.I) 21.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) 22.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.II) 23.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III & IV) 24.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I) 25.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.B.II) 26.THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) 27.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 28.PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCHEDULE A.7.A.V(2) AND A.8.C.III) 29.IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. ( SCHEDULE A.7.B.I) EXISTING CONDITIONS THE SITE AREA IS MOSTLY SUBURBAN RESIDENTIAL AND SOME AGRICULTURAL. THE SITE CURRENTLY HAS AGRICULTURAL USES, MULTIPLE SINGLE FAMILY RESIDENCES AND MULTIPLE OUTBUILDINGS. DEVELOPED CONDITIONS RIVER TERRACE EAST INCLUDES PUBLIC INFRASTRUCTURE FOR 207 SINGLE FAMILY RESIDENTIAL LOTS. CONSTRUCTION TO INCLUDE STREET PAVING, STORM DRAIN, SANITARY, AND WATER UTILITIES. POLYGON WLH, LLC. 109 E. 13TH ST. VANCOUVER, WA 98660 PHONE 503-221-1920 CONTACT: FRED GAST DEVELOPER PLANNING/ENGINEERING/SURVEY FIRM: NARRATIVE DESCRIPTION: PACIFIC COMMUNITY DESIGN CONTACT: KC SCHWARTZKOPH, PE PHONE: 503-941-9484 FAX: 503-941-9485 NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE CLEARING (7/15/2016 - 7/19/2016) MASS GRADING (7/20/2016 - 7/31/2016) UTILITY INSTALLATION (8/1/2016 - 11/2/2016) STREET CONSTRUCTION (8/1/2016 - 11/2/2016) FINAL STABILIZATION (11/2/2016 - 11/6/2016) TOTAL SITE AREA - 39.86 ACRES TOTAL DISTURBED AREA - 32.28 ACRES (INCLUDING OFFSITE AREAS) SITE SOIL CLASSIFICATION: 1 - ALOHA SILT LOAM 11B - CORNELIUS AND KINTON SILT LOAMS, 2 TO 7 PERCENT SLOPES 11C - CORNELIUS AND KINTON SILT LOAMS, 7 TO 12 PERCENT SLOPES 11D - CORNELIUS AND KINTON SILT LOAMS, 12 TO 20 PERCENT SLOPES 14 - CLOVE CLAY 16C - DELENA SILT LOAM, 3 TO 12 PERCENT SLOPES 30 - MCBEE SILTY CLAY LOAM ALL FILL MATERIAL SHALL BE NATIVE SOIL OR SHALL BE IMPORTED FROM AN OFF-SITE SOURCE AS APPROVED BY THE GEOTECHNICAL ENGINEER. RECEIVING WATER BODY PROPOSED SITE WILL DRAIN FROM A DETENTION POND TO THE EXISTING CREEK ON THE SOUTH SIDE OF THE PROPERTY WHICH DRAINS ULTIMATELY THE TUALATIN RIVER. PERMITTEE'S SITE INSPECTOR: INSPECTOR:JEFF HELLINGS COMPANY/AGENCY:PACIFIC COMMUNITY DESIGN PHONE:503-941-9484 FAX:503-941-9485 E-MAIL:jeff@pacific-community.com DESCRIPTION OF EXPERIENCE: A CONSTRUCTION SITE EROSION AND POLLUTION CONTROL LEAD (CESCL). CESCL CERTIFIED SINCE 2011. CESCL #29961 (BEGINNING JANUARY 1, 2017 EROSION CONTROL INSPECTORS MUST HAVE CERTIFICATION THROUGH A PROGRAM APPROVED BY DEQ. THE FOLLOWING PROGRAMS CAN BE USED TO MEET THIS REQUIREMENT: CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL, CERTIFIED PROFESSIONAL IN STORM WATER QUALITY, WASHINGTON STATE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD, ROGUE VALLEY SEWER SERVICES EROSION AND SEDIMENT CONTROL CERTIFICATION.) 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 OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. ATTENTION EXCAVATORS: PROJECT LOCATION: SOUTHEAST OF THE INTERSECTION OF SW SCHOLLS FERRY RD. AND SW ROY ROGERS RD. TIGARD, OREGON. LATITUDE = 45°25'31" LONGITUDE = 122°50'58" X X COVER SHEET EXISTING CONDITIONS AND DEMOLITION PLAN EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL DETAILS EROSION AND SEDIMENT CONTROL PLANS EC1 EC2 EC3 EC4 SHEET INDEX LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES: 1.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2.PRIOR TO ANY LAND DISTURBING ACTIVITY, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE FENCING. 3.PRIOR TO ANY LAND DISTURBING ACTIVITY, THE BMP'S THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP'S MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 4.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. 5.ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (E.G. FILTER BAG). 6.THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. 7.THE ESC MEASURES SHOWN ON THIS PLAN ARE A MINIMUM REQUIREMENT FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. 8.IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP'S MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9.ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASE OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ·HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS (SCHEDULE A.8.c.i.(3)) ·ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. ·INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. ·RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY, DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION, (SCHEDULE B.2.a) SITE CONDITION 3. INACTIVE PERIODS GREATER THAN FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER. MINIMUM FREQUENCY ONCE EVERY MONTH. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMELT, IS OCCURRING. AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING. 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY. ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE. INSPECTION FREQUENCY: 1. ACTIVE PERIOD. X X RIVER TERRACE EAST 1200C EROSION AND SEDIMENT CONTROL PLAN TL 1000, 1100, 1101, 3400, & 3800 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 6 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON SITE MAP N.T.S. LEMONGRASS LN WOODGROVE ST AUTUMNVALE N DESCHUTES LN SNOWDALE ST BIRDSONG ST APPL E D A L E R D 16 5 T H A V E LUKE LN SW SCHOLLS FERRY RD (C.R. 3110) SW R I V E R T E R R A C E B O U L E V A R D LARKSPRING LN BL O O M F I E L D A V E 16 9 T H A V E 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY DUE TO FROZEN CONDITIONS. MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT, OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. NATURAL BUFFER ENCROACHMENT **SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. X X X X XX X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX X X X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XX X X X X X X X X X X XX X X XX X X 1 1 1 1 1 1 12 4 3 6 5 5 5 300 325 325 285 290 295 305 310 315 315 320 320 330 330 335 335 340 340 345 345 300 325 295 305 310 315 320 330 335 300 300 29 0 290 295 295 305 305 310 310 315 315 320 320 325 320 330 335 EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING SEPTIC TANK TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING STRUCTURE TO BE REMOVED EXISTING GRAVEL DRIVE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING WELL TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING DRIVE TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. EXISTING FENCE TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING DRIVE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING UTILITY POLE AND OVERHEAD LINE TO BE REMOVED EXISTING UTILITY POLE AND OVERHEAD LINE TO BE REMOVED EXISTING UTILITY POLE AND OVERHEAD LINE TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED SW SCHOLLS FERRY R D . EXISTING WETLAND EXISTING WETLAND EXISTING WETLAND TO BE FILLED 1.ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED MATERIALS. 3.SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 4.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 5.RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. EC2 EXISTING CONDITIONS/ DEMOLITION PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( E C 2 ) D E M O 1 2 0 0 C . d w g - S H E E T : EC 2 Se p . 7 , 1 8 - 2: 3 7 P M bo b 5/2/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION 8/22/20162ND SUBMITTAL DATE 9/12/20163RD SUBMITTAL DATE REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 10/7/20164TH SUBMITTAL DATE EXPIRES: JUNE 30, 2018 XX PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: 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 BURIED POWER LINE EX GAS LINE EX WATER LINE EX STORM DRAIN EX SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE DYH XT XG XCOM XOH XE XSD XW LEGEND XSS EX 5-FOOT CONTOURS322 EX 25-FOOT CONTOURS320 EXISTING FENCEX DRAINAGE DIRECTION EXISTING RIGHT-OF-WAY EXISTING SIDEWALK EXISTING CENTERLINE EXISTING PROPERTY LINE EXISTING BOUNDARY LINE S C S D EX CURB INLET INLET PROTECTION SEDIMENT FENCE GRAVEL CONSTRUCTION ENTRANCE EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! 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 NOTE: NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES PROPOSED TO REMAIN. 5' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS EC & GRADING NOTES INSTALL SEDIMENT CONTROL. USE SEDIMENT FENCE PER DETAIL, SHEET EC4. PROPOSED STAGING/STORAGE/CONSTRUCTION PARKING AREA. ALL STAGING STORAGE AND CONSTRUCTION PARKING AREAS MUST BE ROCKED WITH CLEAN ROCK SUFFICIENT TO PREVENT EROSION. MAINTAIN AN ACCESSIBLE SPILL KIT IN STAGING AND STORAGE AREAS. PROPOSED SOIL STOCKPILE LOCATION. INSTALL SEDIMENT FENCE COMPLETELY AROUND STOCKPILE PER DETAIL, SHEET EC4. PROPOSED CONSTRUCTION ENTRANCE PER DETAIL, SHEET EC4. EXISTING INLET, PROVIDE EROSION PROTECTION PER DETAIL, SEE SHEET EC4 INSTALL CONCRETE TRUCK WASHOUT PER DETAIL, SHEET EC4. BE CAUTIOUS TO NOT OVERFILL. 1 2 4 3 EC2 5 6 SCALE 1 INCH = 100 FEET 100 50 1000 X X X X XX X X X X X X X X X X X X X X X X X X XX XX XX XX XX XX X X X X X X X X XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X X XX X X X X X X X X X X XX X X XX X X 1 1 1 1 1 1 12 4 3 8 5 6 5 SD SD SD S D S D S D S D S D S D S D S D S D S D SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD S D S D S D 6 6 6 6 6 6 310 32 0 30 8 31 2 314 316318 3 1 8 31 8 322324326326 30 0 29429 629 8 30 2 30 2 30 4 30 4 306 30 6 308 30 8 290 300 310 286 288 292 294 296 298 302 304 306 308 312 31 0 31 2 31 4 31 6 31 8 300 3 1 0 2922942962983 0 2 3 0 4 3 0 6 30 8 3 1 2 314 3 1 6 318 3 1 8 3 1 0 310 302 3 0 4 3 0 6 308 3 1 2 312 3 1 4 314 3 1 6 316 33 0 34 0 340 34 0 32 8 33 2 33 4 33 6 33 8 342 34 2 290 300 310 320 330 286 288 292 294 296 298 302 304 306 308 312 314 316 318 322 324 326 328 332 334 336 338 32 0 33 0 31 2 31 4 31 6 31 8 32 2 324 3 2 4 32 4 326 3 2 6 32 6 328 3 2 8 328 334 336340342 342 31 0 310 30 2 302 30 4 304 30 6 306 30 8 308 31 2 312 3 1 4 31 4 314 3 1 6 31 6 316 3 1 8 31 8 318 300 29 8 300 300 310 320 2 9 6 296 298 298 302304 306 308 312 314 316 318 322 324 330 340 324326 328 332 334336338342 280 290 29 0 3 0 0 30 0 274276278282284286 28 6 28 8 288292 29 2 294 29 4 2 9 6 29 6 2 9 8 29 8 (TYP) (TYP) 5 (TYP)5 (TYP) 5 (TYP) 5 (TYP) 5 (TYP) 5 (TYP) 5 (TYP) 5 (TYP) 9 9 SW SCHOLLS FERRY R D . SD EXISTING WETLAND EXISTING WETLAND 270 280 280 2 8 0 2 9 0 290 29 0 290 300300 300 3 0 0 300 3 0 0 310 310 31 0 3 1 0 320 320 330 330 340 340 INTERIM POND S C S C S C SD EC3 EROSION AND SEDIMENT CONTROL PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( E C 3 ) G R A D 1 2 0 0 C . d w g - S H E E T : EC 3 Se p . 7 , 1 8 - 2: 3 8 P M bo b 5/2/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION 8/22/20162ND SUBMITTAL DATE 9/12/20163RD SUBMITTAL DATE REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 10/7/20164TH SUBMITTAL DATE EXPIRES: JUNE 30, 2018 SCALE 1 INCH = 100 FEET 100 50 1000 EC & GRADING NOTES 1 4 5 LEGEND GRADING LIMITS FG 10-FT CONTOUR 324 SEDIMENT FENCE FLOW DIRECTION **THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER" CONSTRUCTION. "WET WEATHER" CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF THE FOLLOWING MIXTURE, UNLESS OTHERWISE AUTHORIZED: A. DWARF GRASS MIX (MIN. 100 LB./AC.) 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 2. CREEPING RED FESCUE (20% BY WEIGHT) 2. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. 3. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL STRAW MULCHING. 4. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 5.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. 6.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. TIRE WASH IS REQUIRED. GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 4. THE STORM WATER SWALES SHALL BE CONSTRUCTED AND LANDSCAPED OR HAVE SEEDING ESTABLISHED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. 5.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 6.SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY (30) DAYS OR MORE, THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCH A.8.A.) 7.SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE, TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCH A.8.B.) WET WEATHER BMP IMPLEMENTATION: 1.STRAW MULCH TO BE PLACED ON ALL DISTURBED AREAS DURING PERIODS OF INACTIVITY. STRAW MUST BE BLOWN IN PLACE OR TACKIFIED. 2.STOCKPILES ARE TO BE COVERED IN PLASTIC SHEETING. GENERAL NOTES: 1.ALL STRUCTURAL FILL SHALL EXTEND A MINIMUM OF 3-FEET BEYOND THE FILL AREA. PERMANENT SEEDING- PERFORM THIS SEEDING DURING THE PERMANENT SEEDING DATES SHOWN BELOW. IF WORK DONE WITHIN THE SEEDING DATES DOES NOT PROVIDE COVERAGE, RE-SEED AS DIRECTED. THE DATES FOR PERMANENT, WILDFLOWER, PLANT, WATER QUALITY, WETLAND, LAWN, AND NATIVE PLANT SEEDING ARE AS FOLLOWS: 1.WEST OF THE CASCADES- MARCH 1 THROUGH MAY 15 AND SEPTEMBER 1 THROUGH OCTOBER 31. IF NEW LAWN AREAS ARE REGULARLY WATERED, THEY CAN BE SEEDED FROM MARCH 1 THROUGH NOVEMBER 15. 2.EAST OF THE CASCADES- OCTOBER 1 THROUGH FEBRUARY 1. IF NEW LAWN AREAS ARE REGULARLY WATERED, THEY CAN BE SEEDED FROM MARCH 1 THROUGH OCTOBER 31. 3.WETLAND (STATEWIDE)- SEPTEMBER 1 THROUGH OCTOBER 31 AND MARCH 1 THROUGH APRIL 30. PERMANENT SEEDING OUTSIDE THE THESE DATES REQUIRES WRITTEN AUTHORIZATION FROM. APPROVAL TO SEED OUTSIDE THESE DATES WILL ONLY BE GIVEN WHEN PHYSICAL COMPLETION OF PROJECT WORK IS IMMINENT AND ENVIRONMENTAL CONDITIONS ARE CONDUCIVE TO SATISFACTORY GROWTH. FOR PERMANENT SEEDING DONE OUTSIDE THE SEEDING DATES, ENSURE THAT THE COVERAGE OF LIVE PLANTS IS ACHIEVED NO LATER THAN THREE WEEKS INTO THE NEXT PERMANENT SEEDING PERIOD. IF THIS COVERAGE IS NOT ACHIEVED, RE-SEED AND RE-FERTILIZE AREAS OF INSUFFICIENT COVERAGE ACCORDING TO THE PERMANENT SEEDING REQUIREMENTS, AT NO ADDITIONAL COST. SEEDING DATES: 7.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 8.SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. 9.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. 10.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 11.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER SYSTEM. 12.USE BMPS SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. 13.COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. STRAW WATTLES 6 7 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET 8 INSTALL SEDIMENT CONTROL. USE SEDIMENT FENCE PER DETAIL, SHEET EC4. PROPOSED STAGING/STORAGE/CONSTRUCTION PARKING AREA. ALL STAGING STORAGE AND CONSTRUCTION PARKING AREAS MUST BE ROCKED WITH CLEAN ROCK SUFFICIENT TO PREVENT EROSION. MAINTAIN AN ACCESSIBLE SPILL KIT IN STAGING AND STORAGE AREAS. PROPOSED SOIL STOCKPILE LOCATION. INSTALL SEDIMENT FENCE COMPLETELY AROUND STOCKPILE PER DETAIL, SHEET EC4. PROPOSED CONSTRUCTION ENTRANCE PER DETAIL, SHEET EC4. EXISTING/PROPOSED INLET, PROVIDE EROSION PROTECTION PER DETAIL, SEE SHEET EC4. INSTALL SEDIMENT CONTROL. USE STRAW WATTLES PER DETAIL, SHEET EC4. INSTALL SLOPE MATTING PER DETAIL, SHEET EC4. INSTALL CONCRETE TRUCK WASHOUT PER DETAIL, SHEET EC4. BE CAUTIOUS TO NOT OVERFILL. CONSTRUCT 7" WIDE x 10' LONG x 1.5' THICK CLASS 50 RIP-RAP OUTFALL PROTECTION PER DETAIL, SHEET EC4. 2 3 FG 2-FT CONTOUR 320 XX INLET PROTECTION GRAVEL CONSTRUCTION ENTRANCE 9 EC4 EROSION AND SEDIMENT CONTROL DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 4 1 \ 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 \ 3 9 5 0 4 1 . ( E C 4 ) D E T A I L S 1 2 0 0 C . d w g - S H E E T : EC 1 Se p . 7 , 1 8 - 2: 3 8 P M bo b 5/2/2016 ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East 1ST SUBMITTAL DATE REVISIONS DATE DESCRIPTION 8/22/20162ND SUBMITTAL DATE 9/12/20163RD SUBMITTAL DATE REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-041 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 10/7/20164TH SUBMITTAL DATE EXPIRES: JUNE 30, 2018 1 EC4 CONCRETE WASHOUT STATION NOT TO SCALE DUMP STRAP BAG DETAIL DUMP STRAP REGULAR FLOW ONLY DO NOT USE HIGH FLOW INSERT BAGS. 2 EC4 CURB INLET PROTECTION NOT TO SCALE PLAN FRONT CURB INLET BACK OF CURB INLET COVER FACE OF CURB ENSURE THAT NO GAPS EXIST BETWEEN BAGS AND 1/2 BAG OVERLAP OF OPENING. 3 EC4 AREA DRAIN INSERT BAG NOT TO SCALE WASH OUT 5.0' 5.0' CURB CONCRETE WASHOUT NOTES: DEPTH = 2.0' SIGN SHALL BE CLEARLY MARKED "CONCRETE WASHOUT AREA" IN A VISIBLE LOCATION 4.0' 10.0' SIGNPL EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) 2 EACH DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET