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River Terrace East No2SW 1 6 9 T H A V E N U E SW APPLEDALE ROAD S W R I V E R SW SNOWDALE STREET SW BIRDSONG STREET SW 1 6 5 T H A V E N U E TE R R A C E B O U L E V A R D 1 COVER SHEET Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 ) C O V E R . d w g - S H E E T : 1 Ja n . 1 9 , 2 1 - 6: 0 9 P M ga r r e t t ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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: 19.88 AC (37 LOTS) 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 3500 AND PORTIONS OF TL 1000, 1101, 3400 & 3800 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 6 W.M. CITY OF TIGARD, WASHINGTON COUNTY, OREGON RIVER TERRACE EAST NO. 2 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: CR1 CURB RETURNS CR2 CURB RETURNS CR3 CURB RETURNS DTL1 STREET DETAILS DTL2 STREET DETAILS (2) DTL3 SEWER DETAILS DTL4 SEWER DETAILS (2) DTL5 SEWER DETAILS (3) DTL6 SEWER DETAILS (4) DTL7 WATER DETAILS DTL8 WATER DETAILS (2) DTL9 PRIMARY TREATMENT VAULT AND STANDPIPE DETAILS DTL10 SANITARY FORCE MAIN DETAILS SS1 SIGNAGE AND STRIPING PLAN SS2 SIGNAGE AND STRIPING DETAILS L1 TREE CANOPY - PLANTING PLAN L2 TREE CANOPY - PLANTING LEGENDS, NOTES & DETAILS L3 TREE CANOPY - SOIL VOLUMES, DETAILS & NOTES L1.01 MITIGATION & STORMWATER - PLANTING PLAN L1.02 MITIGATION & STORMWATER - LEGEND, NOTES & DETAILS L1.03 MITIGATION & STORMWATER - DETAILS L2.01 OPEN SPACE - PLANTING PLAN, LEGEND NOTES & DETAILS L2.01 STREAM AND WETLAND ENHANCEMENT - PLANTING PLAN L2.02 STREAM AND WETLAND ENHANCEMENT - PLANT LEGEND L2.03 STREAM AND WETLAND ENHANCEMENT - PLANT LEGEND L2.04 STREAM AND WETLAND ENHANCEMENT - PLANT LEGEND L2.05 STREAM AND WETLAND ENHANCEMENT - PLANTING DETAILS & NOTES L2.06 STREAM AND WETLAND ENHANCEMENT - SIMULATED BEAVER DAM L4.01 RIVER TERRACE BOULEVARD - PLANTING PLAN L4.02 RIVER TERRACE BOULEVARD - PLANTING PLAN L4.03 RIVER TERRACE BOULEVARD - PLANTING LEGEND, DETAILS & NOTES L4.04 RIVER TERRACE BOULEVARD - IRRIGATION SPECIFICATIONS 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 SITE PLAN 5.1 OVERALL GRADING PLAN 5.2 GRADING PLAN 6.1 LOT GRADING SECTIONS 6.2 WALL DETAILS 7.1 SW RIVER TERRACE CULVERT CROSSING PLAN & PROFILE 7.2 SW RIVER TERRACE CULVERT CROSSING PROFILE 7.3 SW RIVER TERRACE CULVERT CROSSING DETAILS 8 COMPOSITE UTILITY PLAN 9.1 SW APPLEDALE RD STREET & STORM PLAN & PROFILE 9.2 SW APPLEDALE RD 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 BIRDSONG ST STREET & STORM PLAN & PROFILE 11.2 SW BIRDSONG ST STREET & STORM PLAN & PROFILE 12 SW 165TH AVE STREET & STORM PLAN & PROFILE 13 WATER QUALITY FACILITY 14.1 SW APPLEDALE RD SANITARY SEWER & WATER PLAN & PROFILE 14.2 SW APPLEDALE RD SANITARY SEWER & WATER PLAN & PROFILE 15.1 RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 15.2 RIVER TERRACE BLVD SANITARY SEWER & WATER PLAN & PROFILE 16.1 SW BIRDSONG ST SANITARY SEWER & WATER PLAN & PROFILE 16.2 SW BIRDSONG ST SANITARY SEWER & WATER PLAN & PROFILE 17 SW 165TH AVE SANITARY SEWER & WATER PLAN & PROFILE 18 EAST SANITARY SEWER EXTENSION PLAN & PROFILE 19.1 EAST WATERLINE EXTENSION PLAN & PROFILE 19.2 EAST WATERLINE EXTENSION PLAN & PROFILE 20 TREE PRESERVATION AND REMOVAL PLAN 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: PROJECT SITE 2 CONSTRUCTION NOTES Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 2 ) N O T E S . d w g - S H E E T : 2 Oc t . 2 3 , 2 0 - 1: 4 7 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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. 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 XSD XSD XSD TAX MAP 2S1W06 TAX LOT 3500 D DD DD D D D D D D D D DD D D D D D D D D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D XSD XSD X S D X S D X S D X S D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD X S D X S D S SS S S S S S S S S S S S S S SS X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW XW XW XW XW X W X W X W X W XW XW X W X W X W X W X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW PGE 233 PGE 233 PG E 64 4 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 64 4 PGE 644 XW XW XW XW XW XW XW PGE 660 PG E 66 0 D 260 260260 260 270 270 270 280 290 290 290 300 300 310 310 320 258258 262 262 262 262 264 264 264 26 4 266 266 266 26 6 268 268 268 272 272 274 276 278 282 2 8 2 282 282 2 8 4 2 8 4 284 284 286 286 288 288 288 292 292 292 294 294 294 2 9 6 296 296 298 298 298 302 302 304 304 3 0 6 306 3 0 6 306 308 308308 308 308 308308 308 312 31 2 314 314 316318 322 324 32 4 3 2 4 324 324 32 4 324 3 2 6 RIVER TERRACE EAST D D D X S D XS D X S D S X S S X S S X S S 15.00' TEMPORARY SANITARY EASEMENT 25.00' TEMPORARY SANITARY AND STORM EASEMENT 15.00' TEMPORARY STORM EASEMENT 15.00' TEMPORARY STORM EASEMENT CREEK CENTERLINE HAMMERHEAD TURNAROUND TO BE REMOVED WETLAND BOUNDARY WETLAND BUFFER CANOPY DRIP LINE TRACT D 11489 12 25 19 99 95 TRACT A 105 109 113 27 103 10 128 TRACT B 24 87 90 92 6 23 TRACT E 5 1 3 104 14 106 117 96 1088 110 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 26 11 86 93 7583767778 7479808182 120119 127 122121 S X S S LEGEND SIDEWALK PAVEMENT GRAVEL BUILDING WETLANDS POND BOUNDARY FENCE OVERHANGING WIRES EXISTING WATER 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 XOH M XW WETLAND BUFFERS PRIVATE SIDEWALK CURB AND GUTTER HANDICAP RAMP EXISTING SANITARY SEWERXSS EXISTING STORM SEWERXSD EXISTING WALL GAS LINEXG D S STORM SEWER MANHOLE STORM SEWER MANHOLE 1 INCH = 60 FEET 60 30 60 SCALE 0 3 EXISTING CONDITIONS/ DEMOLITION PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 3 ) E X S T . d w g - S H E E T : 3 Oc t . 2 3 , 2 0 - 1: 4 9 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT EXISTING TREE TO BE REMOVED DECIDUOUS CONIFEROUS EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET SW APPLEDALE ROAD SW SNOWDALE STREET SW BIRDSONG STREET SW 1 6 9 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D 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 24 + 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 16 + 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 18+00 19+00 20+00 22 + 0 0 23 + 0 0 8.00' PUE, TYP. 8.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. 6.00' PUE, TYP. PGE 233 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 PGE644 PGE 660 PG E 66 0 L1 L3 C1L 4 L5 C 2 L7 L8 L1 0 C 3 C 4 C5 C8 L13 C9 C10 C11 L14 L15 C12 C13 213 TRACT W 209 210 211 212 216214215 TRACT X 237 229 221 222 223 224 217 225 218 226219 227 220 228 230 231 238 236 243 235 242 234 241 233 240 232 239 8.00' PUE, TYP. 6.00' PUE, TYP. 307.44' PUE, TYP. WATER QUALITY FACILITY 6.05' PUE, TYP. 208 SW 1 6 5 T H A V E N U E LINE TABLE LINE # L1 L2 L3 L4 L5 L7 L8 L10 L11 L13 L14 L15 LENGTH 530.11' 379.57' 88.23' 85.34' 559.82' 1237.63' 278.20' 152.51' 853.01' 206.29' 638.93' 315.59' 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 N5° 43' 31"E N0° 01' 17"E S89° 58' 43"E S89° 58' 43"E S89° 58' 49"E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C8 C9 C10 C11 C12 C13 RADIUS 275.00' 166.00' 600.00' 600.00' 710.00' 600.00' 400.00' 400.00' 39.00' 400.00' 400.00' LENGTH 143.08' 43.11' 200.04' 285.56' 70.68' 26.61' 109.89' 109.89' 61.26' 89.63' 89.63' CHORD DIRECTION N75° 06' 57"E N7° 25' 08"W N9° 27' 05"W N5° 22' 06"W N2° 52' 24"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 * 1 INCH = 60 FEET 60 30 60 SCALE 0 4 SITE PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 4 ) S I T E . d w g - S H E E T : 4. 2 Oc t . 2 3 , 2 0 - 1: 5 0 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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 B B A A 280 280 290 300 310 320 260 2 6 0 270 280 290 300 27 0 2 7 0 280 290 272 274 27 6 278 282 284 286 288 292 294 296 290 286 28 6 288 288 292 28 0 27 6 27 8 28 2 284 28 6 284 286 C C D D F F E E 213 TRACT W 208 209 210 211 212 216214215 TRACT X 237 229 221 222 223 224 217 225 218 226219 227 220 228 230 231 238 236 243 235 242 234 241 233 240 232 239 SW APPLEDALE ROAD SW SNOWDALE STREET SW BIRDSONG STREET SW 1 6 9 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 100.00% Area 273462.69 11839.66 46251.56 Color 1 INCH = 60 FEET 60 30 60 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 5.1 OVERALL GRADING PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 5 . 1 ) G R A D O V E R A L L . d w g - S H E E T : 5. 1 Oc t . 2 3 , 2 0 - 1: 5 0 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT PROPOSED CIP RETAINING WALL CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE MARCH 4, 2016 GEOTECHNICAL REPORT FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC 280 280 290 300 310 320 260 2 6 0 270 280 290 300 27 0 2 7 0 275 280 285 290 295 2 7 1 272 27 3 274 27 6 277 278 279 281 282 283 284 286 287 288 289 291 292 293 294 296 2 8 5 2 8 5 290 286 28 6 287 287 288 288 289 289 291 292 293 27528 0285 27 6 27 727 8 27 928 1 28 2 28 3284 28 6 265 270 275280285 266267268269271272273274276277278279281282283284 SW APPLEDALE ROAD SW SNOWDALE STREET SW BIRDSONG STREET SW 1 6 9 T H A V E N U E SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE TW FG '285.6 286.6 1.0 TW FG '280.3 280.8 0.5 TW FG '274.2 274.6 0.4 TW FG '265.7 271.8 6.1 TW FG '257.8 258.3 0.5 TW FG '259.7 260.7 1.0 TW FG '261.8 271.7 9.9 TW FG '255.5 269.7 14.2 TW FG '287.6 294.6 7.0 TW FG '292.0 298.0 7.0 TW FG '281.7 282.1 0.4 TW FG '277.4 284.4 7.0 TW FG '277.8 281.4 3.6 TW FG '270.6 279.2 8.6 TW FG '290.2 293.4 3.2 TW FG '287.9 288.2 0.3 TW FG '285.3 286.7 1.4 TW FG '289.0 289.6 0.6 TW FG '284.3 288.9 4.6 TW FG '284.7 285.4 0.7 TW FG '294.6 295.2 0.6 TW FG '286.9 295.0 8.1 TW FG '289.4 289.8 0.4 SWALE EX. WETLAND TW FG '281.8 282.3 0.5 TW FG '268.3 275.7 7.4 TW FG '267.0 269.9 2.9 TW FG '282.0 284.6 2.6 TW FG '274.0 272.1 1.9 TW FG '269.7 273.2 3.5 TW FG '257.8 270.4 12.6 TW FG '255.9 270.3 14.4 TW FG '289.3 289.9 0.6 TW FG '257.3 270.2 12.9 TW FG '259.1 270.0 10.9 TW FG '287.2 287.8 0.6 TW FG '281.9 285.3 3.4 TW FG '275.4 276.0 0.6 213 TRACT W 208 209 210 211 212 216214215 TRACT X 237 229 221 222 223 224 217 225 218 226219 227 220 228 230 231 238 236 243 235 242 234 241 233 240 232 239 1 INCH = 60 FEET 60 30 60 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 MARCH 4, 2016 GEOTECHNICAL REPORT FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC 5.2 OVERALL GRADING PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 5 . 2 ) G R A D . d w g - S H E E T : 5. 2 Oc t . 2 3 , 2 0 - 1: 5 1 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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. 3.FOR SITE STAIRS REFER TO DETAIL 1, 2, AND 3 PER SHEET DTL9. 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 PROPOSED CIP RETAINING WALL 270 280 290 300 310 270 280 290 300 310 0+00 1+00 2+00 3+00 4+00 APPLEDALE ROAD LOT 213 LOT 144 169TH AVENUE TRACT A RETAINING WALL 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. 250 260 270 280 250 260 270 280 -0+50 0+00 1+00 2+002+25 TRACT A SW RIVER TERRACE BLVD TRACT B RETAINING WALL FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL 250 260 270 280 250 260 270 280 -0+50 0+00 1+00 2+002+25 TRACT A SW RIVER TERRACE BLVD TRACT B RETAINING WALL 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL 260 270 280 290 300 260 270 280 290 300 0+00 1+00 2+00 3+00 4+00 TRACT B LOT 217 BIRDSONG STREET LOT 244 FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE WQ SWALE 2:1 MAX SLOPE 270 280 290 300 270 280 290 300 0+00 1+00 2+00 3+00 4+00 4+50 LOT 232 LOT 233 LOT 234 LOT 235 165TH AVENUE LOT 230 RETAINING WALL 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 260 270 280 290 300 260 270 280 290 300 -0+250+00 1+00 2+00 3+00 4+00 5+005+25 TRACT W LOT 223 BIRDSONG STREET LOT 238 LOT 233 SNOWDALE STREET LOT 120 RETAINING WALL 2:1 MAX SLOPE FINISH GRADE, TYP. EXISTING GRADE, TYP. RETAINING WALL 2:1 MAX SLOPE 6.1 LOT SECTIONS PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 6 . 1 ) L O T S E C . d w g - S H E E T : 6. 1 Oc t . 2 3 , 2 0 - 1: 5 1 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT SECTION A HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION B HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' 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' SECTION F HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' 6.2 WALL DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 6 . 2 ) W A L L D E T A I L S . d w g - S H E E T : 6. 3 Oc t . 2 3 , 2 0 - 1: 5 1 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT TYPE A RETAINING WALLS - LOCK AND LOAD TYPE B RETAINING WALLS - CONCRETE CAST IN PLACE TYPE B RETAINING WALLS - SCHEDULE 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 P G E 6 4 4 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 W W P G E 6 6 0 D S S X S S X S S X S S X S S X S S X S S X S S XS S XS S 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 S D S D S D 19 + 0 0 14+00 15+00 16+00 17+00 18+00 19+00 1+00 2+003+00 4+00 5+00 5+60 1 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4+00 4+24 TRACT X 27 6 . 0 7 S T R E E T A SW RIVER TERRAC E B L V D 270 270 27 5 2 8 0 271 272 273 2 7 4 27 6 27 7 2 7 8 2 7 9 2 8 1 2 8 2 2 7 0 27 0 2 7 0 27 0 2 7 5 2 8 0 2 7 1 27 1 2 7 2 27 2 2 7 3 2 7 4 2 7 6 2 7 7 2 7 8 2 7 9 2 8 1 2 8 2 S D L N - 1 7 SDLN-16 S D L N - 1 8 C TW FG '255.5 269.7 14.2 TW FG '257.8 270.4 12.6 TW FG '255.9 270.3 14.4 A 26 0 2 6 0 265 26 5 25 8 2 5 9 25 9 26 1 26 1 262 26 226 3 263 264 26 4 266 26 6 267 26 7 2 6 0 2 5 6 2 5 6 2 5 7 2 5 7 2 5 8 25 9 2 6 1 2 6 2 A B TW FG'1.0 261.0 260.0 TW FG'1.0 260.0 259.0 S D S D TW FG '267.0 269.9 2.9 0+00 1+00 2+00 3+00 3+ 8 0 0+00 1+00 2+00 3+00 4+00 5+00 5+55 270 275 271 272273274276 2 7 0 2 7 1 2 7 2 2 7 3 270 2 7 0 271 27 1 272 27 2 273 27 3 274 27 4 2 7 5 2 7 4 2 7 6 2 7 7 2 7 8 28 0 27 7 27 8 27 9 28 1 D E PLACE CL 200 RIP-RAP ON 8 OZ GEOTEXTILE ON OVERFLOW WEIR TO CULVERT 250 260 270 280 250 260 270 280 -0+25 0+00 1+00 FINISH GRADE EXISTING WETLAND EXISTING GROUNDEXISTING WETLAND R/W C R/WL 5.00' LIMITS OF DISTURBANCE 5.00' LIMITS OF DISTURBANCE PROPOSED WALL, TYP. PROPOSED RAILING COLUMN, TYP. 0.50' TO BACK OF S/W 2.50' FOOTING 0.50' MIN. 2.00' MIN. 3.00' 1.25' THICK FOOTING 2'x2' CONCRETE KEYWAY POURED MONOLITHIC WITH FOOTING IN LIEU OF CONTROLLED LOW STRENGTH MATERIAL (CLSM) BACKFILL, REFER TO GEOTECHNICAL MEMO DATED SEPTEMBER 22, 2016 FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS 2.00' MIN. FROM FOOTING BOTTOM TO BOTTOM OF KEYWAY,TYP. 2.00' 3.00' 13.0' WIDE FOOTING ADJACENT TO CULVERT OPENING 250 260 270 280 250 260 270 280 0+00 1+00 1+75 EXISTING GROUND RETAINING WALL RETAINING WALL TOP OF WALL FINISHED GRADE AT FACE OF WALL 10 GA ALUMINIZED TYPE II CULVERT PIPE, BURIED 3' DEEP. SEE SHEET 7.3 FOR PIPE INSTALLATION AND BEDDING REQUIREMENTS TOP OF BERM = 267.0 EMERG. SPILLWAY = 266.0 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 7 ) A N I M A L C U L V E R T C R O S S I N G . d w g - S H E E T : 7. 1 Oc t . 2 3 , 2 0 - 1: 5 1 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 7.1 SW RIVER TERRACE CULVERT CROSSING PLAN & PROFILE SW RIVER TERRACE CR0SSING - PLAN SCALE: 1" = 20' SW RIVER TERRACE BLVD CROSSING - SECTION A HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 5'1 INCH = 10 FEET SCALE 010 5 10 SW R I V E R TE R R A C E B L V D SE E S H E E T 10 . 1 SW R I V E R TE R R A C E B L V D SE E S H E E T 10 . 2 SW RIVER TERRACE BLVD CROSSING - SECTION B HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' REFER TO STRUCTURAL SHEETS S1.0-S3.1 FOR FURTHER RETAINING WALL AND CULVERT CROSSING INFORMATION SECTION B PROFILE 240 250 260 270 280 240 250 260 270 280 -0+250+001+002+003+004+00 2.00' MIN. FROM EXISTING GRADE TO BOTTOM OF FOOTING 1.25' THICK FOOTING, TYP. EXISTING GROUND TOP OF WALL FINISH GRADE=258.00 BOTTOM OF FOOTING=253.75 10.00' 4.0' OUTFALL=255.00 10 GA ALUMINIZED TYPE II CULVERT PIPE, BURIED 3' DEEP. SEE SHEET 7.3 FOR PIPE INSTALLATION AND BEDDING REQUIREMENTS ST A = 1 4 + 3 1 . 5 5 ( R I V E R T E R R A C E ) EL E V = 2 7 0 . 7 5 TO P O F W A L L 0+00 1+00 2+00 3+00 4+00 5+00 5+55 10 GA ALUMINIZED TYPE II CULVERT PIPE, BURIED 3' DEEP. SEE SHEET 7.3 FOR PIPE INSTALLATION AND BEDDING REQUIREMENTS FINISH GRADE= 258.5 2.00' MIN. FROM EXISTING GRADE TO BOTTOM OF FOOTING 1.25' THICK FOOTING, TYP. EXISTING GROUND TOP OF WALL EXISTING GROUND FINISH GRADE/BOTTOM OF WALL TOP OF WALL 2.00' MIN. FROM FINISH GRADE TO BOTTOM OF FOOTING 290 280 270 260 250 240 290 280 270 260 250 240 5+550+00 BOTTOM OF FOOTING=254.2510.00' ST A = 1 4 + 2 3 . 0 6 ( R I V E R T E R R A C E ) EL E V = 2 7 0 . 7 0 TO P O F W A L L 230 240 250 260 270 280 290 230 240 250 260 270 280 290 14+00 15+00 15+50 10 GA ALUMINIZED TYPE II CULVERT PIPE, BURIED 3' DEEP. SEE SHEET 7.3 FOR PIPE INSTALLATION AND BEDDING REQUIREMENTS EXISTING GROUND FINISHED GRADE AT FACE OF WALL TOP OF WALL SD M H 1 6 A ST A = 1 5 + 2 1 . 1 6 , 3 . 6 8 ' L (R I V E R T E R R A C E ) 24 " I E I N = 2 5 8 . 8 0 ( N ) 48 " I E I N = 2 5 5 . 2 0 ( N E ) 12 " I E I N = 2 6 4 . 6 0 ( N ) 24 " I E I N = 2 5 6 . 7 0 ( S ) 48 " I E O U T = 2 5 5 . 2 0 ( S W ) ST A = 5 + 0 0 . 3 8 ( S D L N - 1 6 ) RI M = 2 6 9 . 8 2 12" WATER SD M H 1 8 A ST A = 1 4 + 6 1 . 4 2 , 4 . 8 2 ' L (R I V E R T E R R A C E ) 24 " I E O U T = 2 6 3 . 6 1 ( N ) ST A = 5 + 5 9 . 6 9 ( S D L N - 1 6 ) RI M = 2 7 0 . 1 1 FINISHED GRADE=258.25 12" WATER Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 7 ) A N I M A L C U L V E R T C R O S S I N G . d w g - S H E E T : 7. 2 Oc t . 2 3 , 2 0 - 1: 5 2 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 7.2 SW RIVER TERRACE CULVERT CROSSING PROFILE SW RIVER TERRACE BLVD CROSSING - SECTION E HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BLVD CROSSING - SECTION D HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BLVD CROSSING - SECTION C HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 0+00 5+55 REFER TO STRUCTURAL SHEETS S1.0-S3.1 FOR FURTHER RETAINING WALL AND CULVERT CROSSING INFORMATION Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 7 ) A N I M A L C U L V E R T C R O S S I N G . d w g - S H E E T : 7. 3 Oc t . 2 3 , 2 0 - 1: 5 2 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 7.3 SW RIVER TERRACE CULVERT CROSSING DETAILS BACKFILL ZONE DETAIL NOT TO SCALE REFER TO STRUCTURAL SHEETS S1.0-S3.1 FOR FURTHER RETAINING WALL AND CULVERT CROSSING INFORMATION X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW XW XW XW XW XW X W X W X W X W XW XW XW XW X W X W X W X W X W X W X W X W X W XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW XW PGE 233 PGE 233 PG E 64 4 PG E 64 4 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 64 4 PG E 64 4 PGE 644 PG E 64 4 XW XW XW XW XW XW XW XW XW PGE 660 PG E 66 0 W W W W W W W W W W W W PG E 66 0 PGE 644 PGE 644 PG E 64 4 PG E 64 4 PG E 64 4 W W W W W W W W W W W W W W W W W W W W W W -------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX ------- PGE 660 D DD D DD D D D D D D D D DD D D D D D X S D X S D SD SD X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D XSD X S D X S D X S D X S D X S D X S D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD X S D X S D X S D X S D S SS S S S S S S S S S S S S S SS X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S SD SD SD 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 SD S S S S S S S S S S SDMH #3B SDMH #3A SDMH #3.1A SDMH #3.1B SDMH #3.1C SDMH #3C SDMH #1B SDMH #1A SDMH #16B SDMH #16A SDMH #17A SDMH #17C SDMH #2A SSMH #C3 SSMH #C2.2 SSMH #C2.1 SSMH #C2 SSMH #C1 SSMH #A7 SSMH #A6 SSMH #A5 SSMH #A4 SSMH #A3 SDLN SEE SHEET PUBLIC 2 9.1 SSLN SEE SHEET PUBLIC A 14.1 SDLN SEE SHEET PUBLIC 17 9.2 SDLN SEE SHEET PUBLIC 16 10.1 SDLN SEE SHEET PUBLIC 16 10.2 SDLN SEE SHEET PUBLIC 1 10.3 SDLN SEE SHEET PUBLIC 3 11.1 SDLN SEE SHEET PUBLIC 3.1 11.2 SDLN SEE SHEET PUBLIC 3.1 12 SSLN SEE SHEET PUBLIC A 14.2 SSLN SEE SHEET PUBLIC A 15.2 SSLN SEE SHEET PUBLIC A 16.1 SSLN SEE SHEET PUBLIC A.1 16.2 SSLN SEE SHEET PUBLIC A.1 17 WATER QUALITY FACILITY SEE SHEET 13 SDTV D X S D S S S S S S S S S S D D S X S S X S S X S S S D S D SS SS SS SS SSMH #A4.5 SD S X S S Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 8 ) C O M P . d w g - S H E E T : 22 x 3 4 Oc t . 2 3 , 2 0 - 1: 5 2 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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 H Y D DYH D C D S C S XCOM XE XW XG LEGEND XOH XSD SS W XSS SD 8 COMPOSITE UTILITY PLAN SCALE 1 INCH = 60 FEET 60 30 600 X W X W X W X W XW XW XW XW XW XW XW X W X W X W X W P G E 6 4 4 W W W W W W W W W W W W W S D S S S S S D S S S D S S S D S S S D S S S D S S S D W -------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX ------- D D XSD XSD XSD XSD XSD X S D X S D S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S SD SD SD SD SD SD SD SD SD SDMH 17C SDCI 2B.1 SDCI 2B.2 SDMH 2B 13+0 0 14+00 15+00 16+00 17+00 3+004+005+005+231+00 SW APPLEDALE ROAD S W 1 6 9 T H A V E N U E SDLN-2 1 2 SDLN-17 213208209210211212 2146.00' PUE, TYP.3 (TYP) TRACT A8 2 (TYP) SX S S X S S X S S X S S X S S X S S X S S X S S X S S SS SS SS SS SS SS SS SD SD SDMH 17B 1 SDMH 2A S X S S X S S X S S X S S 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 12+75 13+00 14+00 15+00 16+00 17+00 17+75 -1.93% -4.28% PVI STA:13+52.46 PVI ELEV:288.70 K:20.00 LVC:183.85 EV C S : 1 4 + 4 4 . 3 8 EV C E : 2 8 6 . 9 3 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 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 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 . 8 1 ( S D L N - 2 ) RI M = 2 8 7 . 0 5 SD M H 1 7 C ST A = 1 5 + 1 1 . 4 8 , 3 . 0 0 ' R (A P P L E D A L E ) 18 " I E O U T = 2 7 3 . 7 5 ( E ) ST A = 5 + 2 2 . 9 5 ( S D L N - 1 7 ) RI M = 2 8 5 . 5 7 75.80 LF 18" @ S=0.0596 220.96 LF 18" (PVC ASTM F679) @ S=0.0074 CLASS 'B' GRANULAR BEDDING & BACKFILL FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" WATER 8" SANITARY INTERIM WATER QUALITY POND TO BE FILLED BE G I N 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 6 . 4 7 EX . 1 8 " I N I E = ( 2 7 4 . 1 5 ) ( W ) 2.64' PIPE COVER SD M H 1 7 B ST A = 1 7 + 3 2 . 4 4 , 3 . 0 0 ' R (A P P L E D A L E ) 18 " I E I N = 2 7 2 . 1 1 ( W ) 18 " I E O U T = 2 7 2 . 0 1 ( E ) ST A = 3 + 0 1 . 9 9 ( S D L N - 1 7 ) RI M = 27 7 . 8 3 27 7 . 6 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 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 9 ) S T - A P P L E D A L E . d w g - S H E E T : 9. 1 Oc t . 2 3 , 2 0 - 3: 1 6 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 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' 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.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 208 1+28.03 SDLN-2 39.59 0.1386 281.44 D3034 209 4+96.32 SDLN-17 40.38 0.1762 281.17 D3034 210 4+57.82 SDLN-17 39.24 0.1505 279.67 D3034 211 4+03.94 SDLN-17 40.45 0.1044 277.59 D3034 212 3+64.52 SDLN-17 40.72 0.0716 275.99 D3034 213 3+10.59 SDLN-17 40.79 0.0575 275.02 D3034 214 2+72.55 SDLN-17 40.55 0.0322 273.61 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 208 14+81.62, 18.00' LT 16.00 209 15+08.95, 18.00' LT 16.00 210 15+58.69, 18.00' LT 16.00 211 16+00.69, 18.00' LT 16.00 212 16+50.69, 18.00' LT 16.00 213 16+92.69, 18.00' LT 16.00 214 17+42.69, 18.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT AP P L E D A L E R D SE E S H E E T 9. 2 STREET NOTES: 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. SAWCUT AND REMOVE 3' ASPHALT TAPER AND ROADWAY BARRICADE. 2 3 STORM NOTES: 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. 1 STA 14+67.81 TO 18+27.25 8 2 W W W W W W W W W W W W W W PGE 644 W W W W W W S S S D S S W W PGE 660 S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S S D S D S D S D S D S D SD SD SD SD SD SD SD SD SDCI 17A.2 SDCI 17A.1 SDMH 17A 18+00 19+00 18 + 0 0 2 + 0 0 1+00 2+00 1+ 0 0 2+ 0 0 4 + 0 0 4 + 2 4 216215 TRACT X 1D 3A 3B 6.00' PUE, TYP. (TYP) 1A (TYP) 1A 3 SDLN-17 SW APPLEDALE ROAD RI V E R T E R R A C E B L V D TRACT W (TYP) TRACT A 8.00' PUE, TYP. SDL N - 1 8 SD L N - 1 6 S D L N - 1 6 11 SWALE/SPILLWAY 9 9 0+ 0 0 1 + 0 0 2+00 2+ 5 1 RIV E R T E R R A C E B L V D RO U N D A B O U T 10 11 12 D X S D X S D X S D X S D X S D 2 (TYP) SD SD SD 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 17+75 18+00 19+00 20+00 0.57% 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 EV C S : 1 8 + 5 5 . 4 1 EV C E : 2 7 4 . 9 2 LOW PT. STA: 18+44.42 LOW PT ELEV: 274.89 SD M H 1 7 A ST A = 1 8 + 3 9 . 8 5 , 3 . 0 0 ' R (A P P L E D A L E ) 18 " I E I N = 27 1 . 2 7 2 7 1 . 4 (W ) 10 " I E I N = 2 7 1 . 4 2 ( N ) 10 " I E I N = 2 7 1 . 8 7 ( S ) 18 " I E O U T = 27 1 . 0 7 27 1 . 2 (E ) ST A = 1 + 9 4 . 5 9 ( S D L N - 1 7 ) RI M = 27 4 . 8 3 2 7 4 . 7 3 CLASS 'B' GRANULAR BEDDING & BACKFILL FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" WATER8" SANITARY 94.59 LF 18" (C905) @ S=0.0060 IN T E R S E C T I O N ST A 1 9 + 4 4 . 0 3 ( A P P L E D A L E R D ) ST A 1 8 + 1 5 . 0 7 ( R I V E R T E R R A C E B L V D ) EL E V = 2 7 5 . 4 2 FL A T T O P PR I M A R Y T R E A T M E N T V A U L T ST A 1 9 + 3 8 . 7 8 ( A P P L E D A L E R D ) 10" SD/8" WT 0.75' CLR 24" SD/8" WT 0.88' CLR 2.05' PIPE COVER 107.40 LF 18" (C905) @ S=0.0069 12 " I E O U T = 27 0 . 5 0 2 7 0 . 7 24 " I E O U T = 2 7 1 . 5 0 24 " I E I N = 2 7 0 . 5 0 18 " I E I N = 2 7 0 . 5 0 RI M E L E V = 2 7 7 . 0 0 SDCI 17A.1 18+38.73, 20.14' L (APPLEDALE) RIM/TC = 274.89 274.6 6 IE IN = 272.08 272.8 17.26 LF (PVC) @S=0.0200 10" IE OUT = 271.88 272.0 23.17 LF (C900) @S=0.0200 SDCI 17A.2 18+37.96, 19.50' R (APPLEDALE) RIM/TC = 274.94 10" IE OUT = 272.22 16.61 LF (C900) @S=0.0211 0.02 260 270 280 290 300 310 320 260 270 280 290 300 310 320 -0+10 0+00 1+00 2+00 2+65 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A 0 + 0 0 . 0 0 ( R O U N D A B O U T ) ST A 1 9 + 0 0 . 3 9 ( A P P L E D A L E R D ) EL E V = 2 7 5 . 1 8 IN T E R S E C T I O N ST A 0 + 7 1 . 3 2 ( R O U N D A B O U T ) ST A 1 8 + 5 5 . 1 0 ( R I V E R T E R R A C E ) EL E V = 2 7 6 . 5 4 IN T E R S E C T I O N ST A 1 + 2 5 . 6 6 ( R O U N D A B O U T ) ST A 1 9 + 8 0 . 3 9 ( A P P L E D A L E R D ) EL E V = 2 7 5 . 4 1 IN T E R S E C T I O N ST A 1 + 8 8 . 7 8 ( R O U N D A B O U T ) ST A 1 7 + 7 5 . 5 1 ( R I V E R T E R R A C E ) EL E V = 2 7 4 . 3 5 IN T E R S E C T I O N ST A 0 + 0 0 . 0 0 ( R O U N D A B O U T ) ST A 1 9 + 0 0 . 3 9 ( A P P L E D A L E R D ) EL E V = 2 7 5 . 1 8 PVI STA: 0+71.00 PVI ELEV: 276.95 K: 11.27 LVC: 60.00 BV C S : 0 + 4 1 . 0 0 BV C E : 2 7 6 . 2 0 EV C S : 1 + 0 1 . 0 0 EV C E : 2 7 6 . 1 0 HIGH PT. STA: 0+69.13 HIGH PT ELEV: 276.55 PVI STA: 1+88.87 PVI ELEV: 273.62 K: 20.64 LVC: 110.00 BV C S : 1 + 3 3 . 8 7 BV C E : 2 7 5 . 1 7 EV C S : 2 + 4 3 . 8 7 EV C E : 2 7 4 . 9 9 LOW PT. STA: 1+92.25 LOW PT ELEV: 274.35 TRAVEL 20' NTS ROUNDABOUT - STANDARD SEE SHEET DTL10 SHEETS FOR TRUCK APRON CROSS-SECTION DETAIL. 2.50% K SEE ROUNDABOUT PLAN, SHEET CR2. Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 9 ) S T - A P P L E D A L E . d w g - S H E E T : 9. 2 Oc t . 2 3 , 2 0 - 3: 1 6 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 9.2 SW APPLEDALE RD & ROUNDABOUT STREET & STORM PLAN & PROFILE SW APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW APPLEDALE RD - PLAN SCALE: 1" = 20' AP 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.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 5.CONSTRUCT ROUNDABOUT PER TYPICAL STREET SECTION K, THIS SHEET. STREET NOTES: INSTALL 12' WIDE ADA ACCESSIBLE RAMP PER DETAIL ON 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 REMOVABLE BOLLARD PER DETAIL ON SHEET DTL10 INSTALL ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB, SEE SHEET DTL10. INSTALL ROUNDABOUT TRUCK APRON CONCRETE SIDEWALK, SEE SHEET DTL10. INSTALL ROUNDABOUT TRUCK APRON INNER CEMENT CONCRETE CURB, SEE SHEET DTL10. 1A 3 INLET DATA: 3A 3B STORM NOTES: 1 3 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 LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 215 2+27.18 SDLN-17 40.78 0.0284 273.15 D3034 216 SDCI 17A.1 17.26 0.0200 272.43 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 215 17+84.69, 18.00' LT 16.00 216 18+26.69, 18.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT RIVER TERRACE BLVD SEE SHEET 10.2 RIVER TERRACE BLVD SEE SHEET 10.3 11 INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL8. 1D INSTALL FLAT TOP STORM MANHOLE PER CWS DWG NO. 040. INSTALL 6" PVC STORM SEWER LATERAL PER CWS DWG NO. 520, SHEET DTL4. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. 9 RIVER TERRACE ROUNDABOUT - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 10 11 12 WATER 4UALITY SEE SHEET 13 2 230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 12+00 13+00 14+00 15+00 16+00 CLASS 'B' GRANULAR BEDDING & BACKFILL 139.36 LF 24" (PVC ASTM F 6 7 9 ) @ S=0.0381 PVI STA: 15+89.41 PVI ELEV: 269.55 K: 40.00 LVC: 125.04 BV C S : 1 5 + 2 6 . 8 9 BV C E : 2 6 9 . 8 8 EV C S : 1 6 + 5 1 . 9 3 EV C E : 2 7 1 . 1 7 LOW PT. STA: 15+48.11 LOW PT ELEV: 269.83 -0.53% SD M H 1 6 A ST A = 1 5 + 2 1 . 1 6 , 3 . 6 8 ' L (R I V E R T E R R A C E ) 24 " I E I N = 25 8 . 8 0 25 9 . 7 ( N ) 48 " I E I N = 25 5 . 2 0 25 6 . 1 ( N E ) 12 " I E I N = 2 6 4 . 6 0 ( N ) 24 " I E I N = 25 6 . 7 0 25 7 . 6 ( S ) 48 " I E O U T = 25 5 . 2 0 25 6 . 0 ( S W ) ST A = 5 + 0 0 . 3 8 ( S D L N - 1 6 ) RI M = 2 6 9 . 8 2 EN D C O N S T R U C T I O N ST A 1 4 + 5 2 . 0 5 EL E V 2 7 0 . 2 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PR O P E R T Y L I N E ST A 1 4 + 2 2 . 3 0 EL E V 2 5 8 . 9 3 5.28' 2:1 SLOPE 10' CMP PIPE BURIED 3' DEEP 3' 12" SD/12" WT 1.47' CLR FUTURE FINISH GRADE @ STREET CENTERLINE 10" SD/12" WT 2.49' CLR SD M H 1 8 A ST A = 1 4 + 6 1 . 4 2 , 4 . 8 2 ' L (R I V E R T E R R A C E ) 24 " I E O U T = 2 6 3 . 6 1 ( N ) ST A = 5 + 5 9 . 6 9 ( S D L N - 1 6 ) RI M = 2 7 0 . 1 1 59.31 L F 2 4 " ( P V C A S T M F 6 7 9 ) @ S=0.1165 0.10 12" SD/12" WT 2.98' CLR 10" SD/12" WT 1.29' CLR 12" WATER 12" WATER 1.27' WT CLR 2.50% TRAVEL 12' SWTRAVEL 12' 44' R.O.W. 24' PAVEMENT LC R/W N.T.S. 2-LANE COLLECTOR SECTION THROUGH RESOURCE AREAJ 6' 2.50% R/W 12' SW 2 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 + 0.12' L W W W W W W W W W W W W W W S D S D S D S D S D S D SDCI 16A.2 SDCI 16A.1 SDMH 16A STAND PIPE 16A.3 12+00 13+00 14+00 15+00 3B X 1A 4A Y 5+00 5+60 POSSIBLE FUTURE RIVER TERRACE BLVD. RIVER TE R R A C E B L V D SDLN-16 FG ELEV = 255.00 48 IE OUTFALL = 255.00 25.73 LF (PVC ASTM F679) @S=0.0078 S D S D SDMH 18A 1 SDCI 16A.1 15+50.72, 13.50' R (RIVER TERRACE) RIM/TC = 270.00 10 IE IN = 265.92 264.6 27.13 LF (PVC) @S=0.0066 0.0177 12" IE OUT = 265.78 264.4 34.03 LF (PVC) @S=0.0346 SDCI 16A.2 15+53.35, 13.50' L (RIVER TERRACE) RIM/TC = 270.01 10" IE OUT = 266.10 265.06 27.13 LF (PVC) @S=0.0066 0.0177 STANDPIPE 16A.3 15+27.47, 24.05' R (RIVER TERRACE) RIM = 264.78 48" IE OUT = 255.50 28.46 LF (PVC ASTM F679) @S=0.0105 24 IN N IE=258.80 259.7 4 8 R I S E R P I P E N E I E = 2 5 5 . 2 0 2 5 6 . 1 4 8 O U T S W I E = 2 5 5 . 2 0 2 5 6 . 0 1 2 I N N I E = 2 6 4 . 6 0 6.02' 2.10' 3.61' 3.60' 12" IN (N) IE=264.60 48" IN (NE) IE=255.20 256.1 24" IN (N) IE=258.80 259.7 24 IN S IE=256.70 257.6 0.72' BAFFLE WALL BAFFLE WALL 24 PIPES ARE NOT RADIAL TO MANHOLE TO AVOID WEIR WALL 48" OUT (SW) IE=255.20 256.0 24" IN (S) IE=256.70 257.6 266.00 265.00 261.00 260.00 256.00 255.00 255.00 254.00 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 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 Oc t . 2 3 , 2 0 - 3: 1 8 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 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 - PLAN SCALE: 1" = 20' 10.1 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT RIVER TERRACE BLVD PER TYPICAL STREET SECTION J, 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. 5."POSSIBLE FUTURE RIVER TERRACE BLVD." WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. STREET NOTES: INSTALL 10' DIAMETER CROSSING CULVERT PER PER SHEET 7.1.X INLET DATA: 4A 3B STORM NOTES: 1A 3 INSTALL 96" FLOW CONTROL STRUCTURE PER MODIFIED CWS DWG NO. 270, SHEET DTL9, AND FLOW CONTROL MANHOLE DETAIL, THIS SHEET. 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. STA 14+22.30 TO 16+60.20 X INSTALL 10 GA ALUMINIZED TYPE II CULVERT PIPE, BURIED 3' DEEP. SEE SHEET 7.2 FOR PIPE INSTALLATION AND BEDDING REQUIREMENTS. FLOW CONTROL MANHOLE 'SDMH 16A' (96") - OVERSIZED CORE HOLES NOT TO SCALE 4 Y 1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. Y INSTALL STAND PIPE PER DETAIL ON SHEET DTL8. 24" SD/8" WT 1.85' CLR CLASS 'B' GRANULAR BEDDING & BACKFILL 240 250 260 270 280 290 300 240 250 260 270 280 290 300 16+00 17+00 18+00 19+00 20+00 147.95 LF 24" (C-90 5 ) @ S=0.0486 97.07 LF 24" (C905) @ S=0.0087 0.012 139.57 LF 24" (PVC ASTM F679) @ S=0.0064 PVI STA: 15+89.41 PVI ELEV: 269.55 K: 40.00 LVC: 125.04 BV C S : 1 5 + 2 6 . 8 9 BV C E : 2 6 9 . 8 8 EV C S : 1 6 + 5 1 . 9 3 EV C E : 2 7 1 . 1 7 PVI STA: 18+27.37 PVI ELEV: 275.73 K: 40.00 LVC: 25.64 BV C S : 1 8 + 1 4 . 5 5 BV C E : 2 7 5 . 3 9 EV C S : 1 8 + 4 0 . 1 9 EV C E : 2 7 6 . 1 4 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 8" SANITARY IN T E R S E C T I O N ST A 1 8 + 1 5 . 0 7 ( R I V E R T E R R A C E B L V D ) ST A 1 9 + 4 4 . 0 3 ( A P P L E D A L E R D ) 2.60% 3.24% SD M H 1 6 B ST A = 1 6 + 6 0 . 2 2 , 3 . 0 0 ' L (R I V E R T E R R A C E ) 24 " I E I N = 2 6 4 . 3 1 ( N ) 24 " I E O U T = 2 6 4 . 1 1 ( S ) ST A = 3 + 6 1 . 0 2 ( S D L N - 1 6 ) RI M = 2 7 1 . 3 1 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 = 27 1 . 5 4 27 1 . 9 ( N ) 10 " I E I N = 27 2 . 5 1 27 1 . 9 ( E ) 10 " I E I N = 27 2 . 5 1 27 2 . 3 ( W ) 24 " I E O U T = 27 1 . 3 4 27 1 . 7 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 6 ) RI M = 27 9 . 4 8 27 9 . 9 6 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PR I M A R Y T R E A T M E N T V A U L T ST A 1 8 + 1 5 . 4 7 ( R I V E R T E R R A C E ) RI M E L E V = 2 7 7 . 0 0 18 " I E I N = 2 7 0 . 5 0 24 " I E I N = 2 7 0 . 5 0 12 " I E O U T = 27 0 . 5 0 2 7 0 . 7 24 " I E O U T = 2 7 1 . 5 0 12" WATER 12" SD/12" WT 0.75' CLR 8" WT/12" SD 0.54' CLR 12" WATER 10" SD/8" SS 1.98' CLR 139.36 LF 24" (PVC ASTM F 6 7 9 ) @ S=0.0381 0.32 12" WATER 12" WATER 12" WATER 12" WATER W W W W W W W W W W W W W W W W W W W W W PGE 660 P G E 6 4 4 W W W W W W W W W W W W W W W W W W W W P G E 6 6 0 D S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S 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 SDCI 1A.1 SDCI 1A.2 SDMH 16B SDMH 1A 19 + 0 0 16+00 17+00 18+00 19+00 20+00 1 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4+00 4+24 3+00 TRACT W 217 11 1 1 3D 3C SDMH 1A 1+00 2+003+00 4+00 8.00' PUE, TYP. 8.00' PUE, TYP. WATER QUALITY SWALE REFER TO SHEET 13 (TYP) 1A (TYP) 1 S W A P P L E D A L E R O A D RIVER TERRACE BL V D RIVER TERR A C E B L V D SDLN-16 SDLN-1 SDCI 1A.1 19+19.84, 19.50' R (RIVER TERRACE) RIM/TC = 279.53 10" IE OUT = 274.19 273.5 22.07 LF (PVC) @S=0.0764 SDCI 1A.2 19+19.17, 20.43' L (RIVER TERRACE) RIM/TC = 279.51 10" IE OUT = 274.17 272.7 17.93 LF (PVC) @S=0.0929 0.03 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 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 Oc t . 2 3 , 2 0 - 3: 1 8 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 10.2 SW RIVER TERRACE BLVD STREET & STORM PLAN & PROFILE SW RIVER TERRACE BOULEVARD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RI V E R T E R R A C E B L V D SE E S H E E T 10 . 1 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' APPLEDALE RD SEE SHEET 9.2 RI V E R T E R R A C E B L V D SE E S H E E T 10 . 2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT RIVER TERRACE BLVD PER TYPICAL STREET SECTION J, SHEET 10.1 AND TYPICAL SECTION E, SHEET 10.3. 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 12' WIDE ADA ACCESSIBLE RAMP PER DETAIL ON SHEET DTL1. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS PER DETAIL 141, SHEET DTL1. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. 1A 3 INLET DATA: 3C 3D STORM NOTES: 1 3 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. 11 INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL9. 1D INSTALL FLAT TOP STORM MANHOLE PER CWS DWG NO. 040. 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 20+00 21+00 22+00 23+00 23+50 CLASS 'B' GRANULAR BEDDING & BACKFILL 12" WATER 8" SANITARY 8" SANITARY 184.41 LF 24" @ S=0.0721 64.36 LF 24" @ S=0.0777 139.57 LF 24" (PVC ASTM F679) SD M H 1 B ST A = 2 0 + 6 0 . 4 4 , 3 . 0 0 ' L (R I V E R T E R R A C E ) 18 " I E I N = 27 2 . 6 3 2 7 2 . 8 ( E ) 24 " I E O U T = 27 2 . 4 3 2 7 2 . 6 ( S ) ST A = 3 + 7 6 . 1 4 ( S D L N - 1 ) RI M = 2 9 0 . 5 9 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE BE G I N C O N S T R U C T I O N ST A 2 1 + 2 7 . 9 4 EL E V 2 9 6 . 5 9 8.73% 6.90% 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 EX 8" WATE R 8" WATER EX 12" WATER 12 " I E I N = 28 0 . 6 8 2 8 0 . 9 ( W ) 24 " I E I N = 28 1 . 5 3 2 8 1 . 7 ( N ) @ S=0.0064 X W X W X W X W X W XW X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W X W PGE 644 PGE 644 PGE 644 PGE 644 XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW PGE 660 W W W PGE 644 W W W W W D D D D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D S XS S XS S XS S XS S X S S X S S X S S X S S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XS S XS S XS S SD SD SD S D S D S D SDMH 1D SDCI 5A.2 SDMH 5A SDCI 1C.1 SDCI 1C.2 SDMH 1C SDCB 4A.1 SDCB 4A.2 SDMH 4A SDMH 1B 20+00 21+00 22+00 23+00 15 + 0 0 16 + 0 0 0 + 9 9 1 + 0 0 217 1 (TYP) 1A (TYP) 1 89 9 RIVER TERRACE BLV D SDLN-1 LDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFHLDEHO FRQWDLQV EURNHQ UHIHUHQFH 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' Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 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 Oc t . 2 3 , 2 0 - 3: 1 8 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 STREET A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' BIRDSONG ST SEE SHEET 11.1 BIRDSONG ST SEE SHEET 11.1 10.3 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 . 1 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT 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.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STREET NOTES: INSTALL ADA ACCESSIBLE RAMP PER DETAIL ON SHEET DTL2. INSTALL 12' WIDE ADA ACCESSIBLE RAMP PER DETAIL ON 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. SAWCUT AND REMOVE 3' ASPHALT TAPER AND ROADWAY BARRICADE. INSTALL REMOVABLE BOLLARD PER DETAIL ON SHEET DTL1. 1 3 STORM NOTES: 1 3 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. 11 INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL9 1D INSTALL FLAT TOP STORM MANHOLE PER CWS DWG NO. 040. STA 19+33.47 TO 21+27.94 8 1A 9 X W X W X W X W X W XW XW XW XW XW XW XW XW XW PG E 64 4 XW XW XW XW XW W W S S S S S S S S S S S S S S S S PG E 64 4 W W W W W W W W W W W W W W S D S D S D S D S D D D SD SD SD SD SD SD X S D XSD XSD XSD XSD X S D X S D X S D XSD XSD S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S S D S D S D S D S D S D S D S D S S SDCI 1C.1 SDCI 1C.2SDMH 1C SDMH 4A SDMH 1B SDMH 3A SDMH 3B FLAT TOP 20 + 0 0 21 + 0 0 15+00 16+00 17+00 18+00 1+00 0+991+00 2+00 3+00 217 218 219 220 243 242 241 SDCI 3B.2 SDCI 3B.1 1 3A 3B 3 (TYP.) 2 (TYP.) 1 2 2 1 SW BIRDSON G S T R E E T SDLN-3 1 (TYP) 8 8 2 94 113 6.00' PUE, TYP. 6.00' PUE, TYP. 1E SDCI 4A.2 SDCI 4A.1 3C 3D S D S D S D S D S D S D S D SS SS SS SS SS SS 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 14+50 15+00 16+00 17+00 18+00 18+25 -2.50% -5.71% 1.50%2.50%-1.50% -0.99% PV I S T A = 1 4 + 7 4 . 7 7 EL E V = 2 9 2 . 6 6 PV I S T A = 1 5 + 4 0 . 7 5 EL E V = 2 9 0 . 7 5 PV I S T A = 1 5 + 5 7 . 2 5 EL E V = 2 9 1 . 1 6 PV I S T A = 1 5 + 7 5 . 2 5 EL E V = 2 9 0 . 7 1 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 CLASS 'B' GRANULAR BEDDING & BACKFILL SD M H 1 B ST A = 1 5 + 5 4 . 1 7 , 5 . 7 2 ' R (B I R D S O N G ) 18 " I E I N = 27 2 . 6 3 2 7 2 . 8 ( E ) 24 " I E O U T = 27 2 . 4 3 2 7 2 . 6 ( S ) ST A = 0 + 9 8 . 9 3 ( S D L N - 3 ) RI M = 2 9 0 . 5 9 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 = 27 4 . 5 4 27 4 . 8 ( E ) 6" I E I N = 27 8 . 3 4 27 7 . 4 (S ) 18 " I E O U T = 27 4 . 3 4 2 7 4 . 6 ( W ) ST A = 1 + 9 7 . 1 7 ( S D L N - 3 ) RI M = 28 9 . 6 7 28 9 . 5 SD M H 3 B 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 = 27 5 . 5 3 27 5 . 3 ( E ) 10 " I E I N = 2 7 9 . 1 5 ( S ) 10 " I E I N = 2 7 8 . 3 4 ( N W ) 18 " I E O U T = 27 5 . 3 3 27 5 . 1 ( W ) ST A = 3 + 4 3 . 8 1 ( S D L N - 3 ) RI M = 28 8 . 3 0 28 8 . 1 5 98.85 LF 18" (PVC ASTM F679) @ S=0.0173 44.90 LF 12" @ S=0.0624 8" D.I. WATER 12 " I E I N = 28 0 . 6 8 2 8 0 . 9 ( W ) 24 " I E I N = 28 1 . 5 3 2 8 1 . 7 ( N ) EX 8" D.I. W A T E R FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE BE G I N C O N S T R U C T I O N ST A 1 4 + 5 2 . 1 5 EL E V 2 9 4 . 1 8 IN T ER 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 ) 8" WT/10" SD 1.58' CLR 146.64 LF 18" (PVC ASTM F679) @ S=0.0054 8" SS/10" SD 0.66' CLR 8" WT/10" SD 2.70' CLR STORM SEWER LATERAL, TYP5.37' PIPE COVER SDCI 3B.1 17+91.45, 15.50' L (BIRDSONG) RIM/TC = 288.53 288.4 6 IE IN = 282.20 282.5 18.42 LF (PVC) @S=0.0988 10" IE OUT = 281.00 18.54 LF (PVC) @S=0.1435 SDCI 3B.2 17+99.10, 15.50' R (BIRDSONG) RIM/TC = 288.46 6 IE IN = 281.95 18.07 LF (PVC) @S=0.0575 10" IE OUT = 281.75 281.2 14.17 LF (PVC) @S=0.1835 SDCI 4A.1 14+95.75, 15.50' L (BIRDSONG) RIM/TC = 291.74 6 IE IN = 284.76 287.4 18.29 LF (PVC) @S=0.2074 0.62 10" IE OUT = 284.56 286.7 22.94 LF (PVC) @S=0.0244 SDCI 4A.2 14+98.65, 15.50' R (BIRDSONG) RIM/TC = 291.49 6 IE IN = 284.66 286.7 16.36 LF (PVC) @S=0.1295 10" IE OUT = 284.46 285.9 16.43 LF (PVC) @S=0.0281 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' Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 1 ) S T - B I R D S O N G . d w g - S H E E T : 11 . 1 Oc t . 2 3 , 2 0 - 3: 1 9 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 11.1 SW BIRDSONG ST STREET & STORM PLAN & PROFILE SW BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW BIRDSONG ST - PLAN SCALE: 1" = 20' 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.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL STORM MANHOLE PER CWS DWG NO. 010. CONNECT TO EXISTING MANHOLE 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 1E 3 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 94 SDCI #4A.1 18.29 288.55 D3034 113 SDCI #4A.2 16.36 0.1295 286.78 D3034 217 SDMH #3A 25.29 282.70 D3034 218 2+46.84 SDLN-3 27.53 0.2781 282.96 D3034 219 2+95.80 SDLN-3 27.78 0.2789 283.32 D3034 220 SDCI #3B.2 18.07 0.0575 282.99 D3034 241 SDCI #3B.1 18.43 0.0988 0.83 284.02 D3034 242 3+03.60 SDLN-3 36.88 0.2261 283.95 D3034 243 2+54.84 SDLN-3 35.31 0.2065 282.64 D3034 244 2+10.24 SDLN-3 35.34 0.2539 284.08 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 94 14+83.00, 14.00' RT 16.00 113 16+84.00, 14.00' RT 16.00 217 16+28.19, 14.00' RT 16.00 218 16+74.33, 14.00' RT 16.00 219 17+22.31, 14.00' RT 16.00 220 17+75.91, 14.00' RT 16.00 241 17+77.49, 14.00' LT 16.00 242 17+36.96, 14.00' LT 16.00 243 16+83.40, 14.00' LT 16.00 244 16+33.12, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A BI R D S O N G S T SE E S H E E T 11 . 2 SW RIVER TERRACE SEE SHEET 10.2 3B 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 8 3C 3D 2 0.2074 0.063 0.1725 0.21 SDCI 3.1A.1 20+36.95, 15.50' L (BIRDSONG) RIM/TC = 284.42 6 IE IN = 278.28 17.50 LF (PVC) @S=0.0200 10" IE OUT = 277.95 26.37 LF (C900) @S=0.0200 SDCI 3.1A.2 20+40.46, 17.20' R (BIRDSONG) RIM/TC = 284.29 6 IE IN = 278.17 19.86 LF (PVC) @S=0.0200 10" IE OUT = 277.84 20.86 LF (C900) @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 S D S S SD SS S D S S S D S S S S SS SS SD SS SD SS SD SS SD SS SD SS SS S S S S PGE 644 PG E 64 4 W W W W W W W W W W W W W W 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 SDMH 3.1BSDCI 3.1A.1 SDCI 3.1A.2 SDMH 3.1A 21 + 0 3 19+00 20+00 21 + 0 3 2+00 3+00 4 + 0 0 237 221 222 223 224 225 226 227 228 238 236240239 2 1 13A 3B2 2 (TYP.) 3 (TYP.) SW BIRDSONG STREET SDLN-3.1 SW 1 6 5 T H A V E N U E 6.00' PUE, TYP. 6.00' PUE, TYP. S D S D S D S D S S 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 18+25 19+00 20+00 21+00 CLASS 'B' GRANULAR BEDDING & BACKFILL -2.30% PVI STA:18+85.82 PVI ELEV:287.47 K:13.40 LVC:17.50 BV C S : 1 8 + 7 7 . 0 7 BV C E : 2 8 7 . 5 6 EV C S : 1 8 + 9 4 . 5 7 EV C E : 2 8 7 . 2 7 PVI STA: 20+43.98 PVI ELEV: 283.83 K: 13.40 LVC: 75.69 BV C S : 2 0 + 0 6 . 1 3 BV C E : 2 8 4 . 7 0 EV C S : 2 0 + 8 1 . 8 3 EV C E : 2 8 5 . 1 0 LOW PT. STA: 20+36.95 LOW PT ELEV: 284.35 SD M H 3 . 1 A ST A = 2 0 + 5 4 . 3 4 , 5 . 1 8 ' R (B I R D S O N G ) 18 " I E I N = 27 7 . 0 1 27 6 . 8 ( N E ) 10 " I E I N = 2 7 7 . 4 2 ( S W ) 10 " I E I N = 27 7 . 4 2 27 7 . 2 ( N W ) 6" I E I N = 27 7 . 7 5 27 7 . 7 ( S E ) 18 " I E O U T = 27 6 . 8 1 27 6 . 6 ( W ) ST A = 3 + 5 6 . 4 7 ( S D L N - 3 . 1 ) RI M = 2 8 4 . 3 4 SD M H 3 . 1 B ST A = 2 0 + 9 0 . 9 9 , 5 . 1 8 ' R (B I R D S O N G ) 18 " I E I N = 2 7 7 . 4 1 ( N ) 6" I E I N = 2 7 8 . 1 5 ( S E ) 18 " I E O U T = 2 7 7 . 2 1 ( S W ) ST A = 3 + 9 6 . 4 8 ( S D L N - 3 . 1 ) RI M = 28 5 . 2 7 28 5 . 1 1 40.01 LF 18" (C905) @ S=0.010256.47 LF 18" (C905) @ S=0.0050 8" D.I. WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE FL A T T O P FL A T T O P 8" WT/10" SD 1.81' CLR STORM SEWER LATERAL, TYP 5.40' PIPE COVER Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 1 ) S T - B I R D S O N G . d w g - S H E E T : 11 . 2 Oc t . 2 3 , 2 0 - 3: 1 9 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 11.2 SW BIRDSONG ST STREET & STORM PLAN & PROFILE LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW BIRDSONG ST 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. 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. 221 1+58.34 SDLN-3.1 30.00 0.2130 282.71 D3034 222 2+04.64 SDLN-3.1 30.00 0.1823 282.02 D3034 223 2+50.94 SDLN-3.1 30.00 0.1389 280.95 D3034 224 3+03.04 SDLN-3.1 30.00 0.0906 279.76 D3034 225 SDCI #3.1A.2 19.86 0.0200 278.57 D3034 226 SDMH #3.1A 48.19 0.0200 278.72 D3034 227 SDMH #3.1C.2 47.89 0.0200 279.11 D3034 236 SDCI #3.1A.1 17.50 0.0200 278.63 D3034 237 2+92.76 SDLN-3.1 36.00 0.0811 279.91 D3034 238 2+54.76 SDLN-3.1 36.00 0.1108 280.79 D3034 239 2+00.76 SDLN-3.1 36.00 0.1527 282.03 D3034 240 1+49.76 SDLN-3.1 36.00 0.1789 282.72 D3034 STREET NOTES: 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. 2 3 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 221 18+30.12, 14.00' RT 16.00 222 18+80.32, 14.00' RT 16.00 223 19+22.32, 14.00' RT 16.00 224 19+72.32, 14.00' RT 16.00 225 20+22.32, 14.00' RT 16.00 226 20+61.78, 31.49' RT 16.00 227 20+79.32, 33.02' RT 16.00 228 20+96.39, 22.68' RT 16.00 236 20+16.03, 14.00' LT 16.00 237 19+74.03, 14.00' LT 16.00 238 19+24.03, 14.00' LT 16.00 239 18+74.03, 14.00' LT 16.00 240 18+24.43, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B SW BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW BIRDSONG ST - PLAN SCALE: 1" = 20' BI R D S O N G S T SE E S H E E T 11 . 1 165TH AVE SEE SHEET 12 SDCI 3.1C.1 21+51.62, 15.50' L (165TH) RIM/TC = 287.56 10" IE OUT = 282.04 18.50 LF (PVC) @S=0.0416 SDCI 3.1C.2 21+51.62, 15.50' R (165TH) RIM/TC = 287.56 6 IE IN = 281.72 281.9 17.50 LF (PVC) @S=0.0200 10" IE OUT = 281.52 12.50 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 X W X W X W X W XWXW XW S S S S S S SS SD S S SD S D W PGE 644 PGE 644 W W W W W W W W D D X S D X S D X S D X S D XSD S XS S XS S XS S 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 SDCI 3.1C.2 SDCI 3.1C.1 SDMH 3.1C SDCI 8A.1 SDMH 3C SDCI 8A.2 SDMH 8A SDCB 3C.1 21+0021+0321+03 22+00 23+00 5+00 5+98 83A1 3B 229228 230 231 236 235 2 (TYP.) 1E 3 (TYP.) SW 165TH AVENUE SDLN-3.1 S S S S EXISTING CG-2 TO BE REMOVED 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 21+00 22+00 23+00 23+25 CLASS 'B' GRANULAR BEDDING & BACKFILL 3.35% 5.00% 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 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 = 28 6 . 3 0 28 6 . 8 ( 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 5 . 2 0 ( S D L N - 3 ) RI M = 29 3 . 4 4 29 3 . 3 SD M H 3 . 1 C ST A = 2 1 + 5 1 . 6 2 , 3 . 0 0 ' R (1 6 5 T H ) 18 " I E I N = 28 0 . 8 0 28 0 . 5 ( N ) 10 " I E I N = 28 1 . 2 7 28 1 . 0 ( E ) 10 " I E I N = 28 1 . 2 7 28 1 . 5 ( W ) 18 " I E O U T = 28 0 . 6 0 28 0 . 3 ( S ) ST A = 4 + 5 8 . 5 0 ( S D L N - 3 . 1 ) RI M = 28 7 . 3 6 28 7 . 2 139.81 LF 18" (PVC ASTM F 6 7 9 ) @ S=0.0379 62.02 LF 18" (C905 ) @ S=0.0514 8" D.I. WATER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE BE G I N C O N S T R U C T I O N ST A 2 2 + 7 2 . 9 8 EL E V 2 9 2 . 6 0 8" WT/10" SD 0.88' CLR STORM SEWER LATERAL, TYP 18" SD/4" SS 0.59' CLR 18" SD/4" SS 0.63' CLR 18" SD/4" SS 0.99' CLR Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 2 ) S T - 1 6 5 T H . d w g - S H E E T : 12 Oc t . 2 3 , 2 0 - 3: 2 0 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 12 SW 165TH AVE STREET & STORM PLAN & PROFILE LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW 165TH 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. STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 228 4+18.80 SDLN-3.1 30.26 0.0242 279.79 D3034 229 SDCI #3.1C.2 17.50 0.0200 0.01 282.07 D3034 230 5+08.27 SDLN-3.1 32.16 0.0275 284.07 D3034 231 5+83.80 SDLN-3.1 35.36 0.0503 287.83 D3034 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. SAWCUT AND REMOVE 3' ASPHALT TAPER AND ROADWAY BARRICADE. 3 8 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 229 21+77.72, 14.00' RT 16.00 230 22+47.72, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INLET DATA: 3A 3B SW 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW 165TH AVE - PLAN SCALE: 1" = 20' BI R D S O N G S T SE E S H E E T 11 . 2 INSTALL STORM MANHOLE PER CWS DWG NO. 010. CONNECT TO EXISTING MANHOLE. 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 1E W W W W W W W W W W W W W W W PG E 66 0 PGE 644 W W W W W W W W W W S S W W PGE 660 D S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S S D S D S D S D S D S D S D SD SD SD SD SD S D S D SD SD SD SD SDMH 17A SDMH 1A 19+00 18 + 0 0 19 + 0 0 1+ 0 0 2 + 0 0 1+00 2+00 1+ 0 0 2+ 0 0 3+00 4 + 0 0 4 + 2 4 216 TRACT X 1 276.07 SW APPL E D A L E R O A D SW R I V E R T E R R A C E B L V D 280 274 276 278 282 270 270 280 272 274 276 278 282 SDTV 14 1 11 SDLN-17 SD L N - 1 6 SDL N - 1 8 15 12 A A 270 270 280 264 264 266 266 268 268 272 272 274 274 276 276 278 SWALE CENTERLINE, TYP. SWALE TREATMENT DEPTH LIMITS, TYP. SWALE FREEBOARD LIMITS, TYP. 12.00' SWALE BOTTOM, TYP. 270 272 LOG WITH ROOTWAD, REFER TO LANDSCAPE PLANS SDCI 1A.1 SDCI 1A.2 SDCI 17A.1 SDCI 17A.2 262 264 CLASS 'B' GRANULAR BEDDING & BACKFILL240 250 260 270 280 240 250 260 270 280 0+75 1+00 2+00 3+00 4+00 4+25 114.02 LF 12" (PVC) @ S=0.0051 PR I M A R Y T R E A T M E N T V A U L T SE E S T O R M N O T E 1 4 ST A = 1 + 0 0 . 0 0 ( S D L N - 1 8 ) RI M = 2 7 7 . 0 0 24 " I E I N 2 7 0 . 5 0 ( N ) 18 " I E I N 2 7 0 . 5 0 ( W ) 12 " I E O U T 27 0 . 5 0 27 0 . 7 (N E ) 24 " I E O U T 2 7 1 . 5 0 ( S ) FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 12" OUTFALL TO SWALE OUTFALL ELEV. = 269.93' STA=2+14.02 (SDLN-18) OUTFALL TO WETLAND END OF SWALE ELEV=267.59' STA=4+23.52 (SDLN-18) 209.50' -0.50% 260 270 280 260 270 280 -0+25 0+00 1+00 1+25 RETAINING WALL 12.00' SWALE BOTTOM 12.00' SWALE BOTTOM FINISH GRADE, TYP. EXISTING GRADE, TYP. 2:1 MAX SLOPE 0.50' TREATMENT DEPTH 1.00' FREE BOARD 0.50' TREATMENT DEPTH 1.00' FREE BOARD DUCK-BILL EARTH ANCHOR, REFER TO LANDSCAPE PLANS LOG WITH ROOTWAD, REFER TO LANDSCAPE PLANS Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 3 ) W Q F A C I L I T Y . d w g - S H E E T : 13 Oc t . 2 3 , 2 0 - 3: 3 5 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 13.1 WATER QUALITY FACILITY STORM PLAN & PROFILE SDLN 18 - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WATER QUALITY FACILITY - PLAN SCALE: 1" = 20' INSTALL STORM MANHOLE PER CWS DWG NO. 010. CONSTRUCT 5.00' WIDE X 10.00' LONG X 1.5' THICK RIP-RAP OUTFALL PER SHEET DTL4. INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL9 CONSTRUCT WATER QUALITY SWALE PER DETAIL, THIS SHEET. STORM NOTES: 1 11 S: RI9ER TERRACE %L9' SEE SHEET 10.1 AP P L E D A L E R D SE E S H E E T 9. 2 SW RIVER TERRACE BLVD SEE SHEET 10.3 14 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 15 STREET NOTES: CONSTRUCT 8" THICK WITH #4 REBAR AT 16" EACH WAY OF REINFORCED CONCRETE SIDEWALK SECTION ALIGNING WITH MAINTENANCE ACCESS EASEMENT. CONSTRUCT CONCRETE CURB ALONG MAINTENANCE ACCESS PER WASHINGTON COUNTY DETAIL 2010, SHEET DTL10. 12 WATER QUALITY FACILITY - SECTION A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' PG E 64 4 W W W W W W W W W W W W W W PG E 66 0 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 D S S X S S X S S X S S X S S X S S SDMH 1A 19+00 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 1+ 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 6 0 1+00 1+ 0 0 2+ 0 0 3+0 0 4 + 0 0 4 + 2 4 3+ 0 0 TRACT X 217 276.07 SW APPL E D A L E R O A D SW R I V E R T E R R A C E B L V D 27 0 2 7 0 275 280 285 27 1 2 7 2 2 7 3 274 276 27 7 278 279 281 282 283 284 286 287 275 273 274 276 277 278278 278 SDTV Y SDLN-17 SD L N - 1 6 SDL N - 1 8 S S S S S S S S S S S S S S 265 265 270 270 275 27 5 280 263 263 263 263 264 264 266 266 267 267 268 268 269 269 271 271 272 272 273 273 274 274 276 27 6 277 27 7 278 278 279 281 270 271 272 260 260 2 6 0 26 5 26 5 2 6 0 2 5 8 258258 259 26 1 2 6 2 263 0+00 1+00 2+00 3+00 4+00 5+ 0 0 6+00 7+00 8+00 8+25 S D S D S D S D S D S D S D SD SD S D S D SD S D SDCI 1A.1 SDCI 1A.2 SDMH 1A SDMH 16B SDMH 18A SDCI 16A.2 SDCI 16A.1 SDMH 16A SDDI 16A.3 262 264 2 6 1 263 GRADING LIMITS 70' LOG GRADE CONTROL STRUCTURE PER DETAIL 2, SHEET L5.04 112' LOG GRADE CONTROL STRUCTURE PER DETAIL 2, SHEET L5.04 91' LOG GRADE CONTROL STRUCTURE PER DETAIL 2, SHEET L5.04 FINISH GRADE @ WETLANDS CENTERLINE EXISTING GROUND @ WETLANDS CENTERLINE 220 230 240 250 260 270 280 220 230 240 250 260 270 280 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25 SD M H 1 6 A ST A = 1 5 + 2 1 . 1 6 , 3 . 6 8 ' L (R I V E R T E R R A C E ) 24 " I E I N = 25 8 . 8 0 25 9 . 7 (N ) 48 " I E I N = 25 5 . 2 0 25 6 . 1 ( N E ) 12 " I E I N = 2 6 4 . 6 0 ( N ) 24 " I E I N = 25 6 . 7 0 25 7 . 6 (S ) 48 " I E O U T = 25 5 . 2 0 25 6 . 0 ( S W ) ST A = 5 + 0 0 . 3 8 ( S D L N - 1 6 ) RI M = 2 6 9 . 8 2 28.46 LF 48" (PVC ASTM F679) @ S=0.0105 25.73 LF 48" (PVC ASTM F679) @ S=0.0078 FINISH GRADE PROPOSED STREAM PROPOSED SNAG ANCHORS FINISH GRADE EXISTING GRADE PROPOSED STREAM 2' WIDE CHANNEL MEANDERS WITHIN 13' WIDE BENCH EXISTING STREAM OHWM FLAT BENCH 13' WIDE 6" DEEP BANK OHWM Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 3 . 2 ) W Q W E T L A N D S . d w g - S H E E T : 13 . 2 Oc t . 2 3 , 2 0 - 3: 3 5 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 40 FEET 40 20 40 SCALE 0 13.2 WETLANDS STORM PLAN & PROFILE WETLANDS - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 20' WETLANDS - PLAN SCALE: 1" = 40' INSTALL STORM MANHOLE PER CWS DWG NO. 010. CONSTRUCT 5.00' WIDE X 10.00' LONG X 1.5' THICK RIP-RAP OUTFALL PER SHEET DTL4. INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL9 CONSTRUCT WATER QUALITY SWALE PER DETAIL, THIS SHEET. STORM NOTES: 1 11AP P L E D A L E R D SE E S H E E T 9. 2 SW RIVER TERRACE BLVD SEE SHEET 10.3 14 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 15 ANCHORED TREE SNAG HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2' PROPOSED STREAM CROSS-SECTION HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2' X W X W X W X W X W X W X W X W X W P G E 6 4 4 W W W W W W W W W W W W W S D S S S S S D S S S D S S S D S S S D S S S D S S S D W -------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX --------------- XX ------- D D D X S D XSD XSD XSD XSD XSD X S D X S D S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S SD SD SD SD SD SD SD SD SD 14+00 15+00 16+00 17+00 SW APPLEDALE ROAD S W 1 6 9 T H A V E N U E SSLN-A 213208209210211212 214 6.00' PUE, TYP. TRACT A SSMH B1 SSMH A3 SSMH A4 1A 23 2 (TYP) 12 (TYP)(TYP.) 6+00 7+00 8+00 9+00 SS SS SS SS SS SS SS SX S S X S S X S S X S S X S S X S S X S S X S S X S S 1B SSMH A4.5 S SSMH B1 SSMH A3 SD SD 4108" 4108" 1D 230 240 250 260 270 280 290 300 310 230 240 250 260 270 280 290 300 310 14+00 15+00 16+00 17+00 17+75 -1.93% -4.28% FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" WATER 8" SANITARY INTERIM WATER QUALITY POND TO BE FILLED BE G I N 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 6 . 4 7 225.05 LF 8" @ S=0.0050 66.60 LF 8" @ S=0.0050 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 3.00' MIN. COVER 177.00 LF 8" @ S=0.0050 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 = 27 4 . 6 3 2 7 4 . 8 ( W ) 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 = 28 0 . 5 7 CLASS 'B' GRANULAR BEDDING & BACKFILL 6" STORM 0.95' CLR 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 ) 8" I E O U T = 27 9 . 5 5 2 7 9 . 7 ( E ) ST A = 6 + 4 1 . 1 9 ( S S L N - A ) RI M = 28 5 . 8 9 177.00 LF 8" (PVC) @ S=0.0278 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 4 ) S S - A P P L E D A L E . d w g - S H E E T : 14 . 1 Oc t . 2 3 , 2 0 - 4: 0 3 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 14.1 SW APPLEDALE RD SANITARY & WATER PLAN & PROFILE SW APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW APPLEDALE RD - PLAN SCALE: 1" = 20' AP P L E ' A L E R ' SE E S H E E T 1 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 1-1/2" STUB CAPPED AND SEALED FOR FUTURE IRRIGATION. STA: 14+73.29, 33.00' RT. (APPLEDALE) 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. REMOVE EXISTING 2" BLOW OFF VALVE CONNECT TO EXISTING 8" DIP. STA: 14+68.71, 9.00' RT. (APPLEDALE) 23 1 2 RAISE EXISTING MANHOLE TO GRADE. REMOVE GRADE RINGS OF EXISTING MANHOLE TO MATCH STREET GRADE AND INSTALL MECHANICAL INSIDE DROP MANHOLE WITH BOWL PER REVISED DETAIL, SHEET DTL5. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 1B 1A SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 208*6+44.37 SSLN-A 28.34 0.0535 281.14 209*6+88.41 SSLN-A 30.32 0.0432 279.71 210*7+26.57 SSLN-A 30.08 0.0793 279.73 211 7+79.47 SSLN-A 30.93 0.0689 278.00 212 8+14.38 SSLN-A 29.78 0.0455 276.26 213*8+72.56 SSLN-A 29.86 0.1405 273.67 214*9+10.12 SSLN-A 30.46 0.0719 271.90 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2 1D W W W W W W W W W W W W W W PGE 644 W W W W W W S S S D S S W W PGE 660 S X S S X S S X S S X S S X S S X S S X S S X S S X S S S D S D S D S D S D SD SD SD SD SD SD SD SD18+00 19+00 18 + 0 0 216215 TRACT X 6.00' PUE, TYP. SSLN-A SW APPLEDALE ROAD RI V E R T E R R A C E B L V D TRACT W TRACT A 8.00' PUE, TYP.SSMH A5 10+00 11 + 0 0 2 (TYP) 1 (TYP) 1B 16 SSL N - A 4 D X S D X S D X S D X S D X S D SD SD SD 41 0 12 " 41 0 12 " 55 0 12 " 4108" 3 1D 240 250 260 270 280 290 300 240 250 260 270 280 290 300 17+75 18+00 19+00 20+00 CLASS 'B' GRANULAR BEDDING & BACKFILL FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" WATER IN T E R S E C T I O N ST A 1 9 + 4 4 . 0 3 ( S W A P P L E D A L E R D ) ST A 1 8 + 1 5 . 0 7 ( R I V E R T E R R A C E B L V D ) 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 = 27 0 . 3 0 2 7 0 . 5 ( N E ) 8" I E O U T = 27 0 . 1 0 2 7 0 . 3 ( W ) ST A = 1 0 + 4 3 . 2 4 ( S S L N - A ) RI M = 27 5 . 4 1 2 7 5 . 1 6 225.05 LF 8" @ S=0.0050 3.00' MIN. COVER 0.67' SD CLR 1.18' SD CLR 4.87' PIPE COVER Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 4 ) S S - A P P L E D A L E . d w g - S H E E T : 14 . 2 Oc t . 2 3 , 2 0 - 4: 0 3 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 14.2 SW APPLEDALE RD SANITARY & WATER PLAN & PROFILE SW APPLEDALE RD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW APPLEDALE RD - PLAN SCALE: 1" = 20' AP P L E ' A L E R ' SE E S H E E T 1 1 RI9ER TERRACE %L9' SEE SHEET 151 RI9ER TERRACE %L9' SEE SHEET 152 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" STUB CAPPED AND SEALED FOR FUTURE IRRIGATION. STA: 18+65.29, 47.00' LT. (APPLEDALE) INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 18+31.62, 21.00' RT. (APPLEDALE) STA: 16+82.93, 20.00' RT. (APPLEDALE) INSTALL 8" MJ GATE VALVE STA: 18+42.53, 9.00' RT. (APPLEDALE) INSTALL 12" MJ TEE W/ (1) 12" X 8" REDUCERS (WEST) STA: 19+49.20, 9.00' RT. (APPLEDALE) 1 4 REMOVE GRADE RINGS OF EXISTING MANHOLE TO MATCH STREET GRADE. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 1B SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 215*9+56.29 SSLN-A 31.59 0.0390 271.22 216*10+06.03 SSLN-A 30.44 0.0326 271.28 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2 16 3 1D 230 240 250 260 270 280 290 300 230 240 250 260 270 280 290 300 14+00 15+00 16+00 17+00 17+50 CLASS 'B' GRANULAR BEDDING & BACKFILL 12" WATER EN D C O N S T R U C T I O N ST A 1 4 + 2 2 . 3 0 EL E V 2 7 0 . 4 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN. COVER 12" WATER 12" SD/12" WT 1.47' CLR 10" SD/12" WT 2.49' CLR 12" SD/12" WT 1.81' CLR 10" SD/12" WT 1.29' CLR 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 D S D S D S D S D S D S D S D S D S D 14+00 15+00 16+00 17+00 TRACT W SW RIV E R T E R R A C E B L V D 15 17A S D 15 S D S D 55012" 41012" 55 0 12 " 1617A13 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 5 ) 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 : 15 . 1 Ja n . 1 2 , 2 1 - 11 : 3 7 A M ga r r e t t ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0STREET A - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RI 9 E R T E R R A C E % L 9 ' SE E S H E E T 10 2 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' 15.1 SW RIVER TERRACE BLVD SANITARY & WATER PLAN & PROFILE GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 12" MJ BUTTERFLY VALVE STA: 14+30.68, 11.97' RT. (RIVER TERRACE) INSTALL 12" - 11.25° MJ BEND STA:16+59.81, 7.38' RT. (RIVER TERRACE) 12.8° HORIZ. DEFL. STA:16+60.00, 2.35' RT. (RIVER TERRACE) 12.8° HORIZ. DEFL. INSTALL 12" MJ TEE STA: 14+31.10, 9.00' RT. (RIVER TERRACE) INSTALL 2" BLOWOFF PER DETAIL NO. 570, SEE SHEET DTL7. STA: 14+27.17, 9.00' RT. (RIVER TERRACE) STA: 14+49.62, 4.00' RT. (RIVER TERRACE) 15 16 17A EAST WATER E;TENSION SEE SHEET 11 13 CLASS 'B' GRANULAR BEDDING & BACKFILL 240 250 260 270 280 290 300 240 250 260 270 280 290 300 17+50 18+00 19+00 20+00 21+00 21+50 8" SANITARY FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 12" WATER 241.00 LF 8" @ S=0.0788 175.18 LF 8" @ S=0.0050 89.67 LF 8" @ S=0.0099 0.0056 EX 8" WATER 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 = 28 1 . 0 0 2 8 0 . 9 ( W ) 8" I E I N = 28 1 . 0 0 2 8 0 . 9 ( 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 = 29 1 . 4 9 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 = 27 1 . 3 9 2 7 1 . 2 ( N ) 8" I E O U T = 27 1 . 1 9 2 7 1 . 0 ( S W ) ST A = 1 1 + 3 2 . 9 1 ( S S L N - A ) RI M = 27 7 . 9 1 2 7 8 . 0 6 SS M H A 5 ST A = 1 8 + 1 5 . 4 3 , 5 5 . 7 3 ' L (R I V E R T E R R A C E ) 8" I E I N = 27 0 . 3 0 2 7 0 . 5 ( N E ) 8" I E O U T = 27 0 . 1 0 2 7 0 . 3 ( W ) ST A = 1 0 + 4 3 . 2 4 ( S S L N - A ) RI M = 27 5 . 4 1 2 7 5 . 1 6 3.00' MIN. COVER 1.58' SD CLR 12" SD/12" WT 0.72' CLR 12" WATER 12" SD/12" WT 0.74' CLR 12" WATER 12" WATER EX 12" WATER X W X W X W X W X W X W X W X W X W X W X W X W X W PGE 644 XW XW XW XW XW W W W W W W W W W W W W W W W W PGE 660 P G E 6 4 4 PGE 644 W W W W W W W W W W W W W W W S S W W P G E 6 6 0 D D D X S D X S D X S D X S D X S D X S D X S D X S D X S D S S S XS S XS S XS S XS S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS 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 S D S D S D S D S D S D S D S D S D S D 19 + 0 0 18+00 19+00 20+00 21+00 15 + 0 0 16 + 0 0 217 8.00' PUE, TYP. 8.00' PUE, TYP. (TYP) SSMH A7 SSMH SSMH A6 SSMH A5 1 1 + 0 0 12+00 13+00 1 + 0 0 29 1B 15 1B 1C SW RIVER TERRA C E B L V D SSLN-A 7 15 15 15 16 SW B I R D S O N G S T 41012" 55012" 41012"41012" 55012" 41 0 8" 41 0 8" 5508" 55 0 8" 29 3413 41012" TRACT X 4A SSMH A7 PLAN 8" IN E IE: 272.46 8" IN W IE: 281.00 8" IN N IE: 281.00 60" SSMH A7 RIM: 291.49 272.00 8" OUT S IE: 272.26 280.00 282.00 3.00' 3.26' 3.26' SSMH A7 ROLLOUT DETAIL 3.51' 275.00 8" IN W IE: 281.00 8" IN N IE: 281.00 8" IN E IE: 272.46 8" OUT S IE: 272.26 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 5 ) 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 : 15 . 2 Oc t . 2 3 , 2 0 - 4: 0 5 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 15.2 SW RIVER TERRACE BLVD SANITARY & WATER PLAN & PROFILE SW RIVER TERRACE BVLD - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' RI 9 E R T E R R A C E % L 9 ' SE E S H E E T 15 1 SW RIVER TERRACE BOULEVARD - PLAN SCALE: 1" = 20' APPLE'ALE R' SEE SHEET 12 WATER NOTES: INSTALL 12" MJ GATE VALVE STA: 20+28.95, 3.87' RT. (RIVER TERRACE) INSTALL 8" - 45° MJ BEND STA: 20+57.50, 12.61' RT. (RIVER TERRACE) INSTALL 12" - 45° MJ BEND STA: 20+47.32, 2.97' RT. (RIVER TERRACE) INSTALL 12" - 11.25° MJ BEND STA: 18+55.44, 6.39' RT. (RIVER TERRACE) 11.25° HORIZ. DEFL. STA: 18+55.49, 1.37' RT. (RIVER TERRACE) 11.25° HORIZ. DEFL. STA: 19+53.68, 15.93' RT. (RIVER TERRACE) 11.25° HORIZ. DEFL. STA: 19+53.67, 10.91' RT. (RIVER TERRACE) 11.25° HORIZ. DEFL. INSTALL 12" MJ TEE W/ (1) 12" X 8" REDUCERS (WEST) STA: 18+07.37, 6.25' RT. (RIVER TERRACE) REMOVE EXISTING MJ PLUG CONNECT TO EXISTING 12" TEE (SOUTHWEST). STA: 20+57.39, 7.67' RT. (RIVER TERRACE) STA: 20+50.43, 5.89' RT. (RIVER TERRACE) REMOVE EXISTING MJ PLUG CONNECT TO EXISTING 12" X 8" REDUCER (NORTHEAST). STA: 20+50.43, 5.89' RT. (RIVER TERRACE) REMOVE GRADE RINGS OF EXISTING MANHOLE TO MATCH STREET GRADE. REMOVE GRADE RINGS OF EXISTING 60" MANHOLE TO MATCH STREET GRADE. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 1B 1C 15 29 %IR'SONG ST SEE SHEET 11 7 34 16 13 4A X W X W X W X W X W XW XW XW XW XW XW XW XW XW PG E 64 4 XW XW XW XW XW W W S S S S S S S S S S S S S S S S PG E 64 4 W W W W W W W W W W W W W W S D S D S D S D S D D D X S D XSD XSD XSD XSD X S D X S D X S D XSD XSD S S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S S D S D S D S D S D S D S D S D S S 20 + 0 0 21 + 0 0 15+00 16+00 17+00 18+00 217 218 219 220 243 242 241 (TYP.) SW BIRDSON G S T R E E T SSLN-C 94 113 2 1C 1A SSMH C2 SSMH C1 SSMH A7 1B (TYP.) 1 13 1+00 2+00 3+00 1+00 4 S D S D S D S D S D S D S D SS SS SS SS SS SS 41 0 12 " 55 0 12 " 4108" 55 0 8" 5508" 3 34 7 29 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 14+50 15+00 16+00 17+00 18+00 18+25 CLASS 'B' GRANULAR BEDDING & BACKFILL 8" D.I. WATER EX 8" D.I. W A T E R 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 = 27 4 . 1 3 ( E ) 8" I E I N = 28 1 . 5 9 2 8 1 . 4 ( W ) 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 = 28 8 . 1 1 2 8 7 . 9 9 ST A = 1 + 0 0 . 0 0 ( S S L N - C . 1 ) 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 ) 8" I E O U T = 28 2 . 2 1 2 8 2 . 1 ( E ) ST A = 1 + 9 6 . 7 8 ( S S L N - C ) RI M = 28 9 . 7 3 2 8 9 . 6 2 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 = 28 1 . 0 0 2 8 0 . 9 ( W ) 8" I E I N = 28 1 . 0 0 2 8 0 . 9 ( 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 = 29 1 . 4 9 ST A = 2 0 + 7 3 . 2 2 ( R I V E R T E R R A C E ) 155.95 LF 8" @ S=0.005096.78 LF 8" @ S=0.0050 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN. COVER 155.95 LF 8" (PVC) @ S=0.0040 8" SS/10" SD 0.66' CLR 8" WT/10" SD 2.70' CLR SANITARY SEWER LATERAL, TYP Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 6 ) S S - B I R D S O N G . d w g - S H E E T : 16 . 1 Oc t . 2 3 , 2 0 - 4: 0 6 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 16.1 SW BIRDSONG ST SANITARY & WATER PLAN & PROFILE SW BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW BIRDSONG ST - PLAN SCALE: 1" = 20' %I R ' S O N G S T SE E S H E E T 1 2 SW RI9ER TERRACE SEE SHEET 152 RAISE EXISTING MANHOLE TO GRADE REMOVE GRADE RINGS OF EXISTING 60" MANHOLE TO MATCH STREET GRADE. CONNECT TO EXISTING MANHOLE AND RAISE EXISTING MANHOLE TO GRADE. INSTALL MECHANICAL INSIDE DROP MANHOLE WITH BOWL PER REVISED DETAIL, SHEET DTL5. 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 FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 16+08.39, 17.00' RT. (BIRDSONG) INSTALL 8" MJ GATE VALVE STA: 15+98.89, 9.00' RT. (BIRDSONG) INSTALL 8" - 45° MJ BEND STA: 15+69.78, 9.00' RT. (BIRDSONG) INSTALL 12" - 45° MJ BEND STA: 15+59.78, 19.00' RT. (BIRDSONG) REMOVE EXISTING MJ PLUG CONNECT TO EXISTING 12" TEE (SOUTHWEST). STA: 15+62.81, 15.97' RT. (BIRDSONG) REMOVE EXISTING MJ PLUG CONNECT TO EXISTING 12" X 8" REDUCER (NORTHEAST). STA: 15+62.81, 15.97' RT. (BIRDSONG) 1 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 4 1A 1B 1C SANITARYLATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 217*2+00.19 SSLN-C 39.76 0.0200 283.86 218*2+49.65 SSLN-C 42.21 0.0200 283.42 219*2+96.99 SSLN-C 39.86 0.0200 282.90 220*3+40.09 SSLN-C 40.74 0.0200 282.48 241*3+48.43 SSLN-C 24.70 0.0281 282.28 242*3+06.17 SSLN-C 26.38 0.0251 282.67 243*2+59.63 SSLN-C 24.02 0.0269 283.12 244*2+13.68 SSLN-C 25.23 0.0272 283.62 7 3 13 29 34 SSMH C2.1 S D S S SD SS S D S S S D S S S S SS SS SD SS SD SS SD SS SD SS SD SS SS S S S S PGE 644 PG E 64 4 W W W W W W W W W W W W W W 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 19+00 20+00 21 + 0 0 21 + 0 3 21 + 0 3 237 221 222 223 224 225 226 227 228 238 236240239 (TYP.) (TYP.) SW BIRDSONG STREET SSLN-C.1 SW 1 6 5 T H A V E N U E 7 1 1 SSMH C2.2 1 2+00 3+00 4 + 0 0 2 S D S D S D S D S S 4108" 41 0 8" 240 250 260 270 280 290 300 310 240 250 260 270 280 290 300 310 18+25 19+00 20+00 21+00 CLASS 'B' GRANULAR BEDDING & BACKFILL 8" D.I. WATER SS M H C 2 . 1 ST A = 2 0 + 5 3 . 7 4 , 5 . 5 0 ' L (B I R D S O N G ) 8" I E I N = 27 5 . 5 9 2 7 5 . 4 ( N E ) 8" I E O U T = 27 5 . 3 9 2 7 5 . 2 ( W ) ST A = 3 + 5 3 . 5 8 ( S S L N - C . 1 ) RI M = 28 4 . 3 2 2 8 4 . 2 1 SS M H C 2 . 2 ST A = 2 0 + 9 1 . 6 0 , 5 . 5 0 ' L (B I R D S O N G ) 8" I E I N = 27 6 . 0 0 2 7 5 . 4 ( N ) 8" I E O U T = 27 5 . 7 5 2 7 5 . 2 ( S W ) ST A = 3 + 8 4 . 8 3 ( S S L N - C . 1 ) RI M = 28 5 . 2 9 2 8 5 . 1 3 31.25 LF 8" (PVC) @ S=0.0050253.58 LF 8" (PVC) @ S=0.0050 3.00' MIN. COVER FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SANITARY SEWER LATERAL, TYP 18" SD/4" SS 0.54' CLR 18" SD/4" SS 0.54' CLR 18" SD/4" SS 0.54' CLR 18" SD/4" SS 0.54' CLR 18" SD/4" SS 0.54' CLR 18" SD/4" SS 0.69' CLR 18" SD/4" SS 0.69' CLR Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 6 ) S S - B I R D S O N G . d w g - S H E E T : 16 . 2 Oc t . 2 3 , 2 0 - 4: 0 7 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 16.2 SW BIRDSONG ST SANITARY & WATER PLAN & PROFILE SW BIRDSONG ST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW BIRDSONG ST - PLAN SCALE: 1" = 20' %I R ' S O N G S T SE E S H E E T 1 1 15TH A9E SEE SHEET 1 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 221*1+52.96 SSLN-C.1 40.00 0.0300 275.76 222*1+98.96 SSLN-C.1 40.00 0.0300 275.99 223*2+44.96 SSLN-C.1 40.00 0.0300 276.22 224*2+98.96 SSLN-C.1 40.00 0.0300 276.49 225*3+37.10 SSLN-C.1 40.00 0.0300 276.72 226 3+56.99 SSLN-C.1 60.53 0.0269 277.40 227 3+81.42 SSLN-C.1 60.97 0.0264 277.51 236*3+33.59 SSLN-C.1 26.00 0.0984 278.02 237*2+88.68 SSLN-C.1 26.00 0.1459 279.03 238*2+50.68 SSLN-C.1 26.00 0.1867 279.90 239*1+96.68 SSLN-C.1 26.00 0.2448 281.14 240*1+45.68 SSLN-C.1 26.00 0.2788 281.77 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" - 45° MJ BEND STA: 20+68.65, 22.85' LT. (BIRDSONG) STA: 20+76.69, 22.85' LT. (BIRDSONG) 1 7 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 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 X W X W X W X W XWXW XW S S S S SS SD S S SD S D W PGE 644 PGE 644 W W W W W W W W D D X S D X S D X S D X S D XSD S XS S XS S XS S 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 21+0021+0321+03 22+00 23+00 229228 230 231 236 235 (TYP) SW 165TH AVENUE SSLN-C.14+00 5+00 5+93 1C 1 SSMH C3 2 (TYP) 3 23 6.00' PUE, TYP. 6.00' PUE, TYP. 4 S S S S SSMH C2.3 1 4108" 5508"4108" INSTALL WATER METER AFTER REMOVAL OF EXISTING CG-2 240 250 260 270 280 290 300 310 320 240 250 260 270 280 290 300 310 320 21+00 22+00 23+00 23+25 CLASS 'B' GRANULAR BEDDING & BACKFILL 8" D.I. WATER 136.88 LF 8" (PVC) @ S=0.0325 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 = 28 4 . 7 0 2 8 4 . 6 ( N ) 8" I E I N = 28 4 . 7 0 2 8 4 . 6 ( W ) 8" I E O U T = 28 4 . 5 0 2 8 4 . 4 ( S W ) ST A = 5 + 9 2 . 7 3 ( S S L N - C . 1 ) RI M = 29 3 . 8 2 2 9 3 . 7 1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.00' MIN. COVER SS M H C 2 . 3 ST A = 2 1 + 6 4 . 4 3 , 7 . 3 4 ' L (1 6 5 T H ) 8" I E I N = 28 0 . 0 6 2 7 9 . 7 ( N ) 8" I E O U T = 27 9 . 8 6 2 7 9 . 5 ( S ) ST A = 4 + 5 5 . 8 6 ( S S L N - C . 1 ) RI M = 2 8 7 . 6 8 71.03 LF 8" (PVC) @ S=0.0543 8" WT/10" SD 0.88' CLR SANITARY SEWER LATERAL, TYP 18" SD/4" SS 0.59' CLR 18" SD/4" SS 0.63' CLR 18" SD/4" SS 0.99' CLR Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 7 ) S S - 1 6 5 T H . d w g - S H E E T : 17 Oc t . 2 3 , 2 0 - 4: 0 7 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 17 SW 165TH AVE SANITARY & WATER PLAN & PROFILE SW 165TH AVE - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW 165TH AVE - PLAN SCALE: 1" = 20' %I R ' S O N G S T SE E S H E E T 1 2 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. CONNECT TO EXISTING MANHOLE CONSTRUCT INSIDE DROP WITH BOWL PER CWS DWG NO. 090, SEE SHEET DTL6. SANITARY NOTES: SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 228 3+94.94 SSLN-C.1 44.66 0.0397 278.49 229 4+32.96 SSLN-C.1 40.23 0.0373 280.28 230 4+98.96 SSLN-C.1 40.55 0.0416 283.31 231*5+72.96 SSLN-C.1 40.91 0.0727 287.00 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: 22+55.30, 17.00' LT. (165TH) INSTALL 8" MJ GATE VALVE STA: 22+52.30, 9.00' RT. (165TH) REMOVE EXISTING 2" BLOW OFF VALVE CONNECT TO EXISTING 8" DIP. STA: 22+87.90, 9.00' RT. (165TH) 3 1 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 3 4 1C 23 1 W W W W 226 227 S S S S S S S S S S S S S S S S S S S S SSMH O1.1SSMH O1.2 0+001+002+003+003+51 EXISTING WETLANDS EXISTING WETLANDS BUFFER 15.00' SANITARY SEWER EASEMENT 1 1 EXISTING TREE TO BE REMOVED 220 230 240 250 260 270 280 220 230 240 250 260 270 280 -0+500+001+002+003+004+00 SS M H O 1 . 1 ST A = 0 + 0 0 . 0 0 , 0 . 0 0 ' (S S L N - O ) 10 " I E O U T = 2 5 8 . 4 5 ( S ) ST A = 0 + 0 0 . 0 0 ( S S L N - O ) RI M = 2 6 8 . 2 6 351.43 LF 10" (PVC) @ S=0.0030 SS M H O 1 . 2 ST A = 3 + 5 1 . 4 3 , 0 . 0 0 ' (S S L N - O ) 10 " I E I N = 2 5 7 . 4 0 ( N ) ST A = 3 + 5 1 . 4 3 ( S S L N - O ) RI M = 2 7 2 . 0 7 EXISTING GROUND @ PIPE CENTERLINE Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 8 ) S S - E a s t E x t e n t i o n . d w g - S H E E T : 18 Oc t . 2 3 , 2 0 - 4: 0 8 P M Re b e c c a ELE9ATION 'AT8M: NG9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 30 FEET 30 15 30 SCALE 0 18 EAST SANITARY SEWER EXTENTION PLAN & PROFILE EAST SS EXTENTION - PROFILE HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 10' EAST SS EXTENTION - PLAN SCALE: 1" = 30' INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL2. SANITARY NOTES: GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 1 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 1 4 + 0 0 1 5 + 0 0 TRACT W S D S D 1 + 0 0 2+00 3+00 4+00 5+00 6+00 BEGIN BORE 16 55012" 55016" EXISTING WETLANDS 15.00' WATERLINE EASEMENT WETLAND LIMIT WETLAND LIMIT 15.00' WATERLINE EASEMENT WETLAND TO BE IMPACTED 35 17A 3613 250 260 270 280 0+75 1+00 2+00 3+00 4+00 5+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ PIPE CENTERLINE DIRECTIONAL BORE UNDER EXISTING WETLANDS 12" DI WATER 16" DR9, 4710 HDPE WATERLINE PIPE 16" X 12" MJ REDUCER, 16" FLANGE X PE SPOOL, AND #250 HDPE FLANGE 3.00' MIN. COVER BEGIN DIRECTIONAL BORE STA=4+10.60 (WTLN)STEEL CASING 250 260 270 280 12+25 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 9 ) W T - E A S T E X T E N S I O N . d w g - S H E E T : 19 . 1 Oc t . 2 3 , 2 0 - 2: 1 4 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 19.1 EAST WATERLINE EXTENSION PLAN & PROFILE WATERLINE EXTENSION EAST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WATERLINE EXTENSION EAST - PLAN SCALE: 1" = 20' RIVER TERRACE BLVD SEE SHEET 15.1 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. WATER NOTES: INSTALL 12" MJ BUTTERFLY VALVE STA: 1+15.11 (WTLN) INSTALL 12" MJ TEE STA: 1+12.11 (WTLN) INSTALL 2" BLOWOFF PER DETAIL NO. 570, SEE SHEET DTL7. STA: 1+12.39, 1.98' RT. (WTLN) INSTALL 16" MJ BUTTERFLY VALVE STA: 4+10.60 (WTLN) INSTALL 3' LONG, 18" Ø STEEL CASING 1/4" MIN. THICKNESS, O.C., ALONG SECTION OF PIPE. STA: 1+24.73 (WTLN) 16 WA T E R E X T E N S I O N E A S T SE E S H E E T 19 . 2 SPL PERMIT#16-001080 DSL PERMIT#59188-RF COE PERMIT#NWP-2016-127 17A 35 36 13 W W W W W W W S S S S S S 6+00 7+00 8+00 26 55016"55016" CLOSED VALVE TO BE OPEN UPON CONSTRUCTION COMPLETION EXISTING WETLANDS 15.00' WATERLINE EASEMENT SW LEEDING LN TRACT W 41 0 6" SILT FENCE TO BE INSTALLED ALONG WETLAND BOUNDARY 35 6+00 7+00 8+00 EXISTING GROUND @ PIPE CENTERLINE DIRECTIONAL BORE UNDER EXISTING WETLANDS. 16" DR9, 4710 HDPE WATERLINE PIPE 16" D I W A T E R 16" DR9, 4710 HDPE WATERLINE PIPE 16" #250 HDPE FLANGE, AND 16" FLANGE X PE SPOOL EX. 16" DI WATER 5.00' MIN. COVER 10" PROPOSED SANITARY SEWER CROSSING 8" EXISTING SANITARY SEWER CROSSING ASSUMING 2% SLOPE END DIRECTIONAL BORE STA=7+07.08 (WTLN) CONNECT TO EXISTING WATER MAIN STA=7+29.90 (WTLN) 250 260 270 280 12+25 W 11+56 11+00 30 VALVE TO BE CLOSED UPON CONSTRUCTION COMPLETION 13 55 0 12 " 55016" 55 0 16 " 55 0 12 " 55012" VALVE TO BE TEMPORARILY CLOSED DURING CONSTRUCTION VALVE TO BE TEMPORARILY CLOSED DURING CONSTRUCTION 33 13 SW SNAPDRAGON LN SW R O S H A K R D SW LEEDING LN 41 0 16 " 250 260 270 280 0+75 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 1 9 ) W T - E A S T E X T E N S I O N . d w g - S H E E T : 19 . 2 Oc t . 2 3 , 2 0 - 2: 1 4 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 20 FEET 20 10 20 SCALE 0 19.2 EAST WATERLINE EXTENSION PLAN & PROFILE WATERLINE EXTENSION EAST - PROFILE HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' WATERLINE EXTENSION EAST - PLAN SCALE: 1" = 20' GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ITALIC STATION LABELS INDICATE PIPE STATIONING. 3.BORE PILE TO BE LOCATED OUTSIDE OF WETLAND 4.PAVEMENT RESTORATION: REPLACE REMOVED PAVEMENT AND MATCH EXISTING OR REPLACE WITH 4" LEVEL 3, 1/2" DENSE GRADED HMAC- ONE LIFT COMPACTED TO 92" OF MAMD 12" BASE ROCK CONSISTING 2" - (3/4"-0) LEVELING COURSE 10" - (1 1/2"-0) AGGREGATE BASE OF MODIFIED PROCTOR ASTM D1557 WATER NOTES: INSTALL 12" - 45° MJ BEND STA: 11+36.51 (WTLN) STA: 11+46.51 (WTLN) CONNECT TO EXISTING WATER MAIN. CONTRACTOR SHALL VERIFY EXISTING WATER MAIN LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF CONFLICTS. STA: 7+29.90 (WTLN) CUT INTO EXISTING WATERLINE AND INSTALL 12" TEE WITH 12" MJ GATE VALVE (NORTH) STA: 11+55.78 (WTLN) INSTALL 16" X 12" MJ TEE STA: 11+15.66 (WTLN) INSTALL 16" MJ BUTTERFLY VALVE STA: 7+14.08 (WTLN) 26 WA T E R E X T E N S I O N E A S T SE E S H E E T 19 . 2 WA T E R E X T E N S I O N E A S T SE E S H E E T 1 9 . 2 WATERLINE EXTENSION EAST - PLAN SCALE: 1" = 20' WA T E R E X T E N S I O N E A S T SE E S H E E T 19 . 1 30 33 13 35 ZONE R-7 ZONE R-25 TEMPORARY TURNAROUND TO BE REMOVED EXISTING WETLAND BOUNDARY 71803 DEC 14 71804 DEC 16 71805 DEC 12 71806 DEC 10 71807 DEC 18 71808 DEC 8 71809 DEC 20 71810 DEC 16 71811 DEC 10 71812 DEC 10 71813 DEC 12 71814 DEC 24 71815 DEC 8 X2 71816 DEC 12 71817 DEC 14 71818 DEC 14 71819 DEC 12 X2 71821 DEC 26 71822 DEC 8 71823 DEC 12 71824 DEC 7 71825 DEC 18 71826 DEC 36 71827 DEC 10 71828 DEC 36 71829 DEC 24 71830 DEC 1871831 DEC 4071832 DEC 26 71833 DEC 24 DEAD 71834 DEC 10 X2 71835 DEC 24 X3 71868 DEC 20 71869 DEC 10 71870 DEC 6 SEE RIVER TERRACE EAST NO.1, SHEET TREE PRESERVATION & REMOVAL PLAN FOR FURTHER GROVE INFORMATION TRACT W 336,495 SF F* H G 71802 DEC 10 X11 Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( 2 0 ) T R E E P R E S E R V A T I O N . d w g - S H E E T : 20 Oc t . 2 3 , 2 0 - 2: 1 4 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 60 FEET 60 30 60 SCALE 0 EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) 70824 EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET MODERATE VALUE HABITAT BOUNDARY LOWER VALUE HABITAT BOUNDARY HIGHEST VALUE HABITAT BOUNDARY 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. NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 2 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEET 7 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS 8 FOR THE PRELIMINARY UTILITY PLAN. 6.SEE SHEETS L1.01 -L3.01 FOR LANDSCAPE PLAN. 20 TREE PRESERVATION AND REMOVAL PLAN 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! DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED 1 2" MESH CHAIN LINK SECURED TO 5' CHAIN LINK FENCING. 1-1/2" DIA STEEL OR ALUMINUM POSTS 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: FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET GROVE AREA TO BE REMOVED 16,468 SF GROVE TOTAL AREA: GROVE TO BE REMOVED* GROVE IDENTIFICATION NUMBERZ F* GROVE AREA 5,063 SFG 1,325 SFH 21 + 0 0 15+00 16+00 STA=15+14.28 ELEV=290.83 SW BIRDSONG STREET SW R I V E R T E R R A C E B O U L E V A R D 287.95PC 288 . 6 1 1/4 2 8 9 . 9 3 3 / 4 2 8 9 . 2 7 1 / 2 29 0 . 1 2 PT 29 1 . 3 5 PC 294.55PT 29 2 . 6 3 1/ 2 29 1 . 4 9 1/ 4 294.06 3/4 294.55PC 29 1 . 8 5 PT 2 9 2 . 9 1 1 / 2 294. 0 6 1/4 2 9 2 . 0 5 3 / 4 29 0 . 6 4 PC 289 . 2 1 1/2 287.48PC 29 0 . 4 4 1/ 4 287.99 3/4 2.50% 2.50% 8. 7 3 % 5. 0 0 % 5.71% 5. 0 0 % 2.50%2.50% 8. 7 3 % 1.50% 5. 0 0 % 291.16 291.94 291.94 289.54 289.49 2% 6% 14 % 2 %2% 26% 2% 8% 2% 2% 2 8 % 2 % 10 % 8% 8% 10 % 2% 8% 2% 1 % 290.82291.24 290.72 291.44 293.80 GUT 294.05 GUT 290.94 GUT 290.76 GUT 287.55 287.79 288.60 288.80 288.87 288.82287.20 GUT 287.45 GUT 289.62 289.81 289.57 289.51 289.50 GUT 289.74 GUT 287.18 287.08 287.75 287.66 286.98 GUT 287.23 GUT 287.75 287.83 290.24 290.31 290.24 290.16 290.04 GUT 290.14 GUT 291.35 GUT 291.45 GUT 291.83 291.92 291.92 292.01 294.06 294.13 293.98 294.06 293.80 GUT 294.05 GUT 295.89 295.79 C1 C2 C3 C4 STA=14+89.28 ELEV=291.83 STA=14+64.28 ELEV=293.36 29 2 . 2 2 TC 29 3 . 4 4 TC 29 1 . 9 1 TC 28 9 . 9 1 TC 29 0 . 5 4 TC 2 8 9 . 9 7 T C 0. 0 0 % 2 . 5 0 % 0. 0 0 % 2. 5 0 % 2. 5 0 % 5. 0 0 % STA=16+00.28 ELEV=290.34 STA=16+15.97 ELEV=290.15 STA=16+40.97 ELEV=289.90 295.00TC 5% 5% 287.10TC 29 0 . 7 8 TC 287.70TC 5% 29 0 . 2 4 ( H P ) TC 286.64TC 5% 291.61 291.32 8% 2 . 5 0 % 2 8 9 . 9 7 T C 29 1 . 2 6 TC 295.00TC 29 0 . 9 0 TC 29 1 . 7 4 ( L P ) TC 291.34 2% 301.00 301.24 2% 5% 2. 9 % 2% 14 . 1 % 48.04' 7.5% 8% 2% 293.92 293.85 293.82 293.75 301.00 301.24 293.90 294.15 294.44 294.54 294.54 294.64 14 . 7 % TOC 296.58 CURB RETURN TABLE CURVE C1 C2 C3 C4 LENGTH 39.27' 40.99' 37.75' 39.27' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 93°56'16" 86°30'45" 90°00'00" CHORD 35.36' 36.55' 34.26' 35.36' BEARING N45°01'17"E N43°00'35"W S46°45'54"W S44°58'45"E START STATION END STATION 21+05.22, 18.00' L (RIVER TERRACE) 21+05.22, 18.00' R (RIVER TERRACE) 20+24.23, 18.50' L (RIVER TERRACE) 20+29.81, 18.00' R (RIVER TERRACE) 15+14.30, 13.98' L (BIRDSONG) 15+12.71, 14.00' R (BIRDSONG) 15+98.89, 14.00' R (BIRDSONG) 16+00.28, 14.00' L (BIRDSONG) Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( C R ) C U R B . d w g - S H E E T : CR 1 Oc t . 2 3 , 2 0 - 2: 1 5 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 10 FEET SCALE 010 5 10 CR1 CURB RETURN DETAILS CURB RETURN - RIVER TERRACE BOULEVARD & BIRDSONG STREET SCALE: 1" = 10' 19 + 0 0 17+00 18+00 19+00 2 7 1 . 5 2 P C 2 . 5 0 % 275.42 SW A P P L E D A L E R O A D SW RIVER TE R R A C E B O U L E V A R D 2 7 1 . 6 8 1 / 2 27 1 . 8 4 PT 27 2 . 7 6 PC 27 3 . 1 6 1/ 4 27 3 . 5 4 1/ 2 273 . 9 4 3/4 274 . 3 3 PRC 274 . 5 8 1/8 27 4 . 8 3 1/ 4 27 5 . 0 2 3/ 8 27 5 . 2 2 1/ 2 2 7 5 . 4 1 5 / 8 2 7 5 . 6 1 3 / 4 2 7 5 . 8 5 7 / 8 2 7 6 . 1 5 P R C 2 7 6 . 8 1 1 / 4 2 7 8 . 5 2 3 / 4 2 7 7 . 6 4 1 / 2 27 9 . 3 9 PT 27 9 . 5 1 PC 27 9 . 0 4 1/ 4 274.98PT 274.87PC 274.78 1/8 274. 6 9 1/4 27 4 . 6 1 3/ 8 2 7 4 . 5 2 1 / 2 2 7 4 . 4 3 5 / 8 2 7 4 . 2 5 3 / 4 2 7 3 . 7 6 7 / 8 2 7 3 . 2 3 P T 274.35PCC 27 5 . 4 1 PC C 276.60PCC 27 5 . 1 8 PC C 2 7 6 . 1 7 1 / 2 274 . 6 6 1/ 2 2 7 4 . 5 3 1 / 2 275.1 9 1/2 276.40 3/4 27 6 . 4 4 1/ 4 2 7 5 . 7 9 3 / 4 27 4 . 9 8 1/ 4 274.4 5 3/4 274. 3 8 1/4 2 7 4 . 8 0 3 / 4 27 5 . 6 3 1/ 4 2.60% 2. 5 0 % 2.60% 2 . 5 0 % 2.50% 2.50%1. 0 0 % 2. 5 0 % 2. 5 0 % 8.73% 10% 2 % 5% 9% 2% 1% 2% 7 . 5 % 6% 7% 8% 8% 2 % 5% 6% 2% 7% 6% 2 % 6% 280.34 280.58 278.78 279.08 278.58 278.91 278.07 278.31 277.98 GUT 278.58 GUT 280.24 278.78 278.61 278.55 278.24 278.52 278.72 280.34 278.62 GUT 278.03 GUT 274.67 274.72 275.17 274.53 274.54 274.99 274.19 GUT 274.36 GUT 274.37 GUT 274.23 GUT 274.72 274.78 274.59 274.86 274.69 274.97 273.63 272.75 272.68 273.10 272.86 272.57 GUT 272.47 GUT 273.53 272.88 272.98 272.54 GUT 272.63 272.66 GUT 272.70 273.64 C8 C9 C10 C11 C12 C13 C14 C15 C16 279.47 279.47 278.80 278.80 277.65 277.77 274.00 274.09 273.67 273.58 273.35 273.35 272.76 277.92 279.57 278.95 274.32 273.72 2.5 0 % 2 . 5 0 % 1.00 % 2 . 0 0 % 3.72% 2.50% 2. 5 0 % 0. 5 5 % 274.97 275.07 4% 5% 5% 27 8 . 5 8 1/ 2 27 8 . 1 1 3/ 4 277 . 7 4 PC C 277 . 6 8 PC C 276 . 5 1 1/4 274.83 3/4 275.02 275.15 6 % C5 C6 C7 INTERNAL GRADE CALLOUTS ARE PAVEMENT GRADES, TYP 276 . 1 9 1/2 275.56 275.10 275.34275.28 275.42 275.28 274.65LP CURB RETURN TABLE CURVE C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 LENGTH 37.29' 1.66' 58.79' 103.87' 66.82' 85.85' 69.88' 71.32' 63.70' 61.96' 54.34' 12.42' RADIUS 75.00' 50.00' 125.00' 75.00' 80.00' 60.00' 100.00' 40.00' 40.00' 40.00' 40.00' 100.00' DELTA 28°29'02" 1°53'52" 26°56'47" 79°21'03" 47°51'18" 81°58'49" 40°02'15" 102°09'48" 91°14'53" 88°45'07" 77°50'12" 7°06'54" CHORD 36.90' 1.66' 58.25' 95.77' 64.89' 78.71' 68.47' 62.24' 57.18' 55.95' 50.26' 12.41' BEARING S19°58'02"W S35°09'30"W S49°34'49"W N50°18'12"W S23°44'27"W N06°40'41"E S14°17'36"E S51°06'11"W S45°36'10"E N44°23'50"E N38°53'49"W S03°44'39"E START STATION END STATION 19+19.95, 18.00' L (RIVER TERRACE) 19+18.28, 18.00' R (RIVER TERRACE) 17+36.36, 22.62' L (RIVER TERRACE) 17+11.06, 15.30' R (RIVER TERRACE) 16+72.86, 12.64' R (RIVER TERRACE)16+60.20, 12.00' R (RIVER TERRACE) 17+73.67, 40.90' R (RIVER TERRACE) 18+53.95, 41.44' R (RIVER TERRACE) 18+22.45, 18.00' L (APPLEDALE) 18+42.14, 17.96' R (APPLEDALE) 17+73.67, 40.90' R (RIVER TERRACE) 18+53.95, 41.44' R (RIVER TERRACE) 0+00.00, 0.00' (ROUNDABOUT) 0+00.00, 0.00' (ROUNDABOUT) 1+87.62, 0.00' (ROUNDABOUT) 1+87.62, 0.00' (ROUNDABOUT)1+25.66, 0.00' (ROUNDABOUT) 1+25.66, 0.00' R (ROUNDABOUT)0+71.32, 0.00' (ROUNDABOUT) 0+71.32, 0.00' (ROUNDABOUT) 18+84.18, 27.08' L (RIVER TERRACE) 18+84.18, 27.08' L (RIVER TERRACE)18+82.74, 27.89' L (RIVER TERRACE) 18+82.74, 27.89' L (RIVER TERRACE)Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( C R ) C U R B . d w g - S H E E T : CR 2 Oc t . 2 3 , 2 0 - 2: 1 5 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 10 FEET SCALE 010 5 10 CR2 CURB RETURN DETAILS CURB RETURN - RIVER TERRACE BOULEVARD & APPLEDALE ROAD (ROUNDABOUT) SCALE: 1" = 10' 21 + 0 0 21 + 0 3 SW BIRDSONG STREET SW 1 6 5 T H A V E N U E 28 4 . 4 3 PC 28 4 . 2 9 ( L P ) 1/ 2 28 4 . 3 3 PR C 28 4 . 4 1 1/ 8 2 8 4 . 4 9 1 / 4 2 8 4 . 5 7 3 / 8 2 8 4 . 7 0 1 / 2 285 . 0 1 5/8 285.313/4 285. 9 1 PRC 285.61 7/8 286.08 1/2 286.24PT 285.89PC 2 8 4 . 8 9 1 / 2 28 4 . 4 3 PT 285 . 3 7 1/4 2 8 4 . 5 7 3 / 4 2.30% 2. 5 0 % 2. 5 0 % 2.50% 2.50% 3. 3 5 % C17 C18 C19 C20 28 4 . 4 3 TC STA=20+72.67 ELEV=284.82 2 . 5 0 % 1 . 5 0 % 28 4 . 4 2 ( L P ) TC CURB RETURN TABLE CURVE C17 C18 C19 C20 LENGTH 39.27' 14.16' 105.45' 14.16' RADIUS 25.00' 25.00' 39.00' 25.00' DELTA 90°00'00" 32°27'42" 154°55'25" 32°27'42" CHORD 35.36' 13.97' 76.14' 13.98' BEARING N45°01'17"E N73°44'50"W N45°01'17"E S16°12'35"E START STATION END STATION 20+31.68, 14.00' R (BIRDSONG) 20+44.13, 17.99' R (BIRDSONG) 20+44.13, 17.99' R (BIRDSONG) 20+42.06, 13.98' L (BIRDSONG)21+03.30, 14.00' L (165TH) 21+01.20, 17.99' R (BIRDSONG) 21+01.20, 17.99' R (BIRDSONG) 21+13.65, 14.00' R (165TH) CURB RETURN TABLE CURVE C21 LENGTH 19.63' RADIUS 25.00' DELTA 44°59'51" CHORD 19.13' BEARING N22°28'48"W START STATION END STATION 22+55.30, 14.00' L (165TH)22+72.98, 21.32' L (165TH) 23 + 0 0 SW 1 6 5 T H A V E N U E SW SNOWDALE STREET 291.79PT 292.1 1 1/2 2.50% 5. 0 0 % 293.67 C2129 2 . 4 2 PT 292.62 292.52 292.62 Construction Documents KEY MAP N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( C R ) C U R B . d w g - S H E E T : CR 3 Oc t . 2 3 , 2 0 - 2: 1 5 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 APPLEDALE RD BIRDSONG ST 16 5 T H A V E BO U L E V A R D S W RI V E R TE R R A C E RENEWS: JUNE 30, 2022 ASBUILT 1 INCH = 10 FEET SCALE 010 5 10 CR3 CURB RETURN DETAILS CURB RETURN - BIRDSONG STREET & 165TH AVENUE SCALE: 1" = 10' CURB RETURN - SNOWDALE STREET & 165TH AVENUE SCALE: 1" = 10' ST R E E T B STREET D STREET C SW BIRDSONG STREET SW APPLEDALE ROAD SW R I V E R T E R R A C E B O U L E V A R D SW 1 6 5 T H A V E N U E SW SNOWDALE STREET B 3 9 1 5 S 9 B 4 1 S B 4 15 1 S B 2 1 S 120119 S 114113 S 114113 S 114113 S 115 S 114113 S 114113 S 115 S 115 S 122102 S 122102 S 117116 S 117116 S 4 15 C C C H H H H X X C O 1 INCH = 100 FEET 100 50 100 6C$/E 0 SS1 SIGNAGE AND STRIPING PLANS Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( S S 1 ) S I G N . d w g - S H E E T : SS 1 Oc t . 2 3 , 2 0 - 4: 1 9 P M Re b e c c a E/E9$TI2N '$T8M N*9' 2 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT 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" 3 REQUIRED TYPE R7-1 SIGN 18 STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE/LOWERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE/LOWERCASE 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 6T23 %$5 6H$// %E 120 PLO :HITE THE5M23/$6TIC 3$9EMENT M$5.IN* M$TE5I$/ B 6T5EET %$55IC$'E 3E5 'ET$I/ 2N 6HEET 662 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 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 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 X REQUIRED 17 *REFER TO APPROVED COMMUNITY ELEMENTS FOR ADDITIONAL SIGN INFORMATION ALL STREET SIGNS SHALL BE TYPE IV, HI-INTENSITY PRISMATIC REFLECTIVE SHEETING ON 0.080 SHEET ALUMINUM, DOUBLE-SIDED, WITH 1/2" RADIUS ROUNDED CORNERS. SS2 SIGNAGE AND STRIPING DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ 3 9 5 0 6 4 . ( S S 1 ) S I G N . d w g - S H E E T : SS 2 Oc t . 2 3 , 2 0 - 2: 1 8 P M Re b e c c a ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.:395-064 KCS/PRE [T] 503-941-9484 [F] 503-941-9485 RENEWS: JUNE 30, 2022 ASBUILT SPECIFICATIONS ARE AVAILABLE FROM: CURRENT ODOT SPECIFICATION. COPIES OF THE MATERIALS 5. ALL PAVEMENT MARKING SHALL CONFORM TO THE MOST 4. ALL THERMOPLASTIC PAVEMENT MARKING MATERIAL SHALL TRAFFIC ENGINEERING. THE ODOT RAIL DIVISION AND WASHINGTON COUNTY PLAN APPROVAL. AUTHORIZATION SHALL BE OBTAINED FROM PLACEMENT OF "RAILROAD CROSSING" MARKINGS PRIOR TO 6. THE ENGINEER MUST OBTAIN AUTHORIZATION FOR (503) 986-3100 SALEM, OR 97310 600 AIRPORT ROAD S.E. HWY. MATERIALS LABORATORY ENGINEER OF MATERIALS AND RESEARCH STANDARD SPECIFICATIONS FOR HWY. CONSTUCTION. BE INSTALLED AS PER SECTION 00850 OF THE OREGON BY THE ENGINEER. CURB FACE. IN THE FIELD. STRIPING SHALL BE REMOVED AS DIRECTED 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED 5' BACK OF EXTENDED FOGLINE, EDGE OF PAVEMENT OR 2. LOCATE CROSSWALKS AS PER ADA RAMP LOCATIONS OR EDGE OF PAVEMENT, OR CURB FACE. VERIFY SIGHT DISTANCE. 1. LOCATE STOP BARS 10' BACK OF THE EXTENDED FOG LINE, NOTES: LANE MARKING DIMENSION LOCATION OTHERWISE. AT OF STRIPING UNLESS NOTEDCL X SUBSCRIPT FOR PAVEMENT MARKING. (W) WHITE. DENOTES COLOR. (Y) YELLOW OR ARE USED, SPACING IS 32 FEET. STENCILS WITH COUNTY TRAFFIC ENGINEERING. WHEN BOTH PAVEMENT MARKING MATERIAL. VERIFY LOCATIONS & 'X-ING', AS NEEDED, IN 120 mil WHITE THERMOPLASTIC 7. FOR SCHOOL ZONE STENCILS, USE ODOT DETAIL 'SCHOOL' & 8. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN THE URBAN GROWTH BOUNDARY. 9. FOR DIAGONAL MARKERS, USE "PREMARK IN-LANE RUMBLE BARS" BY FLINT TRADING INC., OR EQUIVALENT. C 12" 12" 6' MIN. / 10' MAX. CROSSWALK - CROSSWALK SHALL BE 120 mil WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. SEE NOTE 2. 6" * MARKER PAVMT. 4" YELLOW H BI-DIRECTIONAL TYPE I YELLOW MARKERS (TYP.) 40' STRIPE A - A A A 4" 10" 24" 4" MIN. 3 PLACED ON TOP OF CURB @ 2' SPACING RAISED MEDIAN STRIPE - 4" YELLOW LINE WITH 4" YELLOW BI-DIRECTIONAL TYPE I REFLECTORS. THRU TRAFFIC SIDE EDGE OF PAVEMENT O VARIES 4" EDGE LINE - 4" YELLOW OR WHITE LINE AS SHOWN ON PLANS. R 8" 4'-8" MIN BIKE LANE LINE - 8" WHITE LINE. U 6' 25" 8" 6'6' 40" BICYCLE LANE MARKING - SHALL BE 90 mil WHITE PREFORMED HIGH SKID THERMOPLASTIC PAVEMENT MARKING MATERIAL. 102 R4-7 TYPE "W" 24" X 30" 3 REQUIRED 108 PER DETAIL R-1170 2 REQUIRED VILLEBOIS DR 36" 8"8" 6"4"B 107 OBW1-9 TYPE "Y1" 30" X 30" 113 W16-7 TYPE "Y1" 24" X 12" 8 REQUIRED 114 W11-2 TYPE "Y1" 30" X 30" 8 REQUIRED 115 R1-2 36" X 36" 4 REQUIRED 116 W2-6 TYPE "Y1" 36" X 36" 2 REQUIRED 118 R11-2 TYPE "W1" 48" X 30" 119 R6-1R TYPE "W1" 36" X 12" 4 REQUIRED 120 W1-8R TYPE "Y1" 18" X 24" 4 REQUIRED 117 121 R11-2 TYPE "W1" 48" X 30" 2 REQUIRED 111 PRIVATE SIGN WITH BLUE BACKGROUND 1 REQUIRED COSTA CIRCLE 36" 8"8" 6"4"B * 122 R4-7 TYPE "W" 24" X 30" 3 REQUIRED 125 R11-2 TYPE "W1" 48" X 30" TYPE "W13-1P" 18" X 18" (BLACK ON YELLOW) 2 REQUIRED 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 D D D D D D D D D D D D X S D X S D X S D X S D X S D X S D X S D X S D X S D X S D XSD X S D X S D X S D X S D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD X S D S S S S S S S S S S S S S S SS S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S X S S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S XS S X S S X S S X S S X S S X S S X S S X S S X S S X S S SD SD SD 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 SD D D X S D D D D D D D S D S D S D SD D D X S D S S S S S S S S S S D D S X S S X S S X S S SS SS SS SS S D S D SD R- 2 5 R- 7 R- 2 5 R- 7 R- 7 R- 4 . 5 R- 2 5 R- 7 R- 7 R- 4 . 5 R- 7 R- 4 . 5 R- 7 R- 4 . 5 R- 7 R- 4 . 5 R-7 R-4.5 SW APPLEDALE ROAD SW 1 6 9 T H A V E N U E SW SNOWDALE STREET SW BIRDS O N G S T R E E T SW 1 6 5 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 A K 241'=6 M 172'= 4 M 191'=5 M 440'=11 B 367'= 9 372'= 9 K 481'=12 R- 7 R- 4 . 5 R- 2 5 R- 7 R- 7 R- 4 . 5 R- 7 R- 4 . 5 R- 7 R- 4 . 5 R-7 R-4.5 7000 7001 7002 7003 7004 7005 7006 7007 7008700970107011701270137014 7015 7016 7017 7018 7019 7020 7021 7022 7023 7024 7025 7026 7027 7028 7029 7030 7031 7032 7033 7034 7035703670377038 703970407041704270437044704570467047704870497050 7054 7055 7056 7057 7058 7059 7061 7062 7063 7064 7065 7066 7067 7068 7069 7070 7072 7060 7073 7051 7052 7053 239 4,500 SF TRACT E 26,400 SF 244 4,907 SF TRACT Z 169,597 SF TRACT Y 48,997 SF TRACT X 4,381 SF 237 3,780 SF 229 7,359 SF 221 4,663 SF 222 3,780 SF 223 4,500 SF 224 4,500 SF 217 4,715 SF 225 4,379 SF 218 4,755 SF 226 5,572 SF 219 5,047 SF 227 8,813 SF 220 4,999 SF 228 8,109 SF 230 7,358 SF 231 7,356 SF 238 4,500 SF 236 4,908 SF 243 4,905 SF 235 4,908 SF 242 4,055 SF 234 3,780 SF 241 4,637 SF 233 4,500 SF 240 4,507 SF 232 4,500 SF 213 5,019 SF TRACT W 336,495 SF 208 5,385 SF 209 5,022 SF 210 4,216 SF 211 5,019 SF 212 4,216 SF 216 4,959 SF 214 4,216 SF 215 4,216 SF 113 4,760 SF 94 5,586 SF 8005 8006 8007 NOTES: 1.SEE SHEET L2 FOR TREE CANOPY LEGEND, NOTES & DETAILS. 2.SEE SHEET L3 FOR TREE CANOPY, SOIL VOLUMES - NOTES, DETAILS AND EXAMPLES. 3.PLANTERS UNDER STREET TREES UNLESS OTHERWISE NOTED ARE TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). SEE PLANT LEGEND AND GENERAL PLANTING SHEETS FOR ADDITIONAL INFORMATION. 4.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREE LAWN AREAS. 5.ALL STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT CONTROL SYSTEM PER CITY OF TIGARD DETAIL 1 & 2 SHEET L2. 6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN. STREET TREE LEGEND: PRESERVATION & REMOVAL PLAN. KATSURA TREE YELLOWWOOD JUNE SNOW DOGWOOD FRONTIER ELM CORINTHIAN LINDEN RED OAK EASTERN REDBUD ROHANI BEECH TREE NOT PLANTED LAWN- SEED WITH GRASS SEED SUPREME MIX SEE PLANT LEGEND FOR TYPE AND QUANTITY- SHEET L2 AREA TO BE PLANTED PER - RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. SW SCHOLLS FERRY RD (C.R. NO. 3110) 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 SW SNOWDALE ST. SW LUKE LANE SW 1 6 7 T H A V E . SW BIRDSONG STREET SW APPLEDALE WAY TREE CANOPY - PLANTING PLAN1 1 INCH 60 FEET 60 30 60 SCALE 0 1 L1 TREE CANOPY PLANTING PLAN Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ 3 9 5 0 6 4 . T r e e C a n o p y P l a n . d w g - S H E E T : L1 De c . 1 5 , 2 0 - 2: 0 7 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: AS-BUILT 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/21/20175TH SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D NOTES: 1.PLANTERS UNDER STREET TREES TO BE SEEDED WITH GRASS SEED SUPREME MIX (LAWN). LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. RATE: 8 LBS/1000 SQUARE FEET. 2.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES & LAWN AREAS 3.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE PAVING OR UTILITY BOX. SEE DETAIL 1 & 2 SHEET L3. 4.ALL PLANTER STRIPS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING SHOULD BE USED TO LOOSEN THE SOIL. 5.BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS (HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY) AMENDMENT OVER THE AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS, AND STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF PAVING AND AT WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE. GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. 5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. STATEMENT: COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY.SYMBOL STREET TREES - MEDIUM KATSURA TREE/ CERCIDIPHYLLUM JAPONICA: 2" CAL., B&B YELLOWWOOD / CLADRASTIS KENTUCKIA: 2" CAL., B&B JUNE SNOW DOGWOOD / CORNUS CONTROVERSA 'JUNE SNOW': 2" CAL., B&B 14 GROUNDCOVER I, KAREN E. LANKFORD, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL. KAREN E. LANKFORD REGISTERED LANDSCAPE ARCHITECT #369 ----------------------------------------------------------- STREET TREES BY STREET FRONTAGES FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES 372' / 40 = 9 TREES 367' / 40 = 9 TREES 722' / 40 = 18 TREES 803' / 40 = 20 TREES B A TOTAL = 56 REQUIRED TREES STREET TREE - PLANTING LEGEND 8,282 S.F. LAWN (SEEDED) PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. RATE: 8 LBS/1000 SQUARE FEET. QTY.SYMBOL 190'=5 K STREET FRONTAGE IDENTIFIER FRONTAGE LENGTH REQUIRED STREET TREE QUANTITY LENGTH/40 AREA TO BE PLANTED PER - RIVER TERRACE BOULEVARD LANDSCAPE DESIGN GUIDELINES. SIZE AND DESCRIPTION: 4 22 M M COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY.SYMBOL STREET TREES - BOULEVARD TREES STREET TREE - PLANTING LEGEND FRONTIER ELM / ULMUS 'FRONTIER': 2" CAL., B&B CORINTHIAN LINDEN / TILIA CORDATA 'CORZAM': 2" CAL., B&B 2 3 RED OAK / QUERCUS RUBRA: 2" CAL., B&B1 TREE NOT PLANTED ROHANI EUROPEAN BEECH / FAGUS SYLVATICA 'ROHANII': 2" CAL., B&B1 TREE NOT PLANTED EASTERN REDBUD / CERCIS CANADENSIS: 1.75" CAL., B&B23 1" DE P T H - 2 " RO O T B A L L ROOTBALL + 12" DIAMETER OF 30 " M I N . NOTE:BACKFILL SOIL (REMOVE AFTER ONE YEAR) MULCH AS SPECIFIED KEEP MULCH CLEAR 2"X 2"X 8' WOOD STAKES ON WINDWARD AXIS SET OUTSIDE ROOTBALL OF TRUNK BASE OTHERWISE SPECIFIED. "GROW STRAIGHT" TREE TIES WHICH EVER IS LOWEST. IN ALL DIRECTIONS GALV STEEL WIRE; LOOSE TO ALLOW 4" OF MOVEMENT FROM TOP AND SIDES OF CUT AND REMOVE TWINE, FINISH GRADE BURLAP, AND WIRE BASKET ROOTBALL. TREE STAKING DETAIL L2 1 3' UNDER FIRST LIMBS OR 5' HIGH. SINGLE WOOD STAKE UNLESS AND LESS SHALL BE STAKED WITH A VINE MAPLES. TREES 1 1/2" CALIPER LESS THAN 4" CALIPER. DO NOT STAKE STAKE ALL EVERGREEN TREES FOR TREES WITHIN RIGHT OF WAY L2 2 TREE PLANTER AND BARRIER DETAIL CURB GUTTER STREET GEO TEXTILE ROOT CONTROL SYSTEM 2" BELOW SURFACE - 24" DEEP (BOTH SIDES) TIGARD CITY ROAD -36" DEEP BOTH SIDES ON WASHINGTON COUNTY ROADS. STAKES TREE TIE TREE TRUNK MULCH SIDEWALK L2 TREE CANOPY PLANTING LEGENDS NOTES & DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ 3 9 5 0 6 4 . T r e e C a n o p y P l a n . d w g - S H E E T : L2 De c . 1 5 , 2 0 - 2: 0 7 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: AS-BUILT 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/21/20175TH SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D STREET TREE WITH ROOT PATH L3 1 REMOVAL, STORING AND AMENDED SOILS FOR PLANTED AREAS: CONTRACTOR SHALL REMOVE ALL DEBRIS FROM PLANTER AREAS AND EXCAVATE TO A DEPTH OF 36 INCHES. SLOPE SLIDES OF EXCAVATIONS AT 1:1 SLOPE OR SHORE EDGES TO PREVENT UNDERMINING OF VEHICLE LOAD AREAS AND TO PROVIDE A SLOPED PROFILE TRANSITION BETWEEN SOIL TYPES AND STRUCTURAL FILL. DISPOSE OF DEBRIS AND SUBSOIL STOCKPILE EXCAVATED TOPSOIL IN APPROVED AREA OFF SITE. EXISTING AND IMPORTED TOPSOIL AMENDMENTS SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY ARBORIST. SOIL MIXING SHALL BE DONE IN DESIGNATED AREAS OR IN THE SUPPLIERS YARD. MIX AMENDMENTS WITH TOPSOIL WHEN SOIL IS IN A FRIABLE CONDITION ONLY ( DAMP AND NOT MUDDY WITH ADEQUATE MOISTURE TO BREAK INTO CLODS WHEN TURNED AND WILL NOT LEAVE A MUD STAIN ON THE AND PERCENT OF SOIL MIXES WITH ALL AMENDED SOIL TO THE CITY PRIOR TO INSTALLATION. BLENDED SOIL PLACEMENT AND COMPACTION: SOIL SHALL BE FRIABLE WHEN PLACED AND COMPACTED. PLACE SOIL IN LAYERS OF NOT MORE THAN 12" IN DEPTH. PROVIDE 3 PASSES WITH A 2" COMPACT PLATE VIBRATING COMPACTOR. COMPACT TO 80-85% MAXIMUM DRY DENSITY AS MEASURED BY THE PROCTOR TEST OR AS APPROVED FOR SPECIFIC BLENDED SOIL MIXES. 1.PART 1. COVERED SOIL MATERIALS A. COVERED SOIL SHALL CONSIST OF THE FOLLOWING MIXTURE OF GRAVEL, SOIL AND ADMIXTURES: 1. CRUSHED ROCK, GRADATION OF 100% PASSING 1.25 INCH, MAX. 30% PASSING 0.75 INCH 2. LOAM/ORGANIC TOPSOIL 3. SOIL BINDER SUCH AS “STABILIZER” 4. WATER PART 2. PROPORTIONS OF COVERED SOIL MATERIALS A. THE PROPORTIONS OF COVERED SOIL MATERIALS SHALL BE AS FOLLOWS: B. THE TARGET MOISTURE CONTENT IS 20% BY WEIGHT OF THE TOPSOIL WEIGHT. THE ABOVE WATER CONTENTS ASSUME THE TOP IS DRY. THE AMOUNT OF WATER THAT WILL NEED TO BE ADDED WILL BE DEPENDENT ON THE MOISTURE CONTENT OF THE RAW MATERIALS. ACTUAL AMOUNTS OF WATER USED SHALL BE DETERMINED DURING MIXING. PART 3. COVERED SOIL MIXING PROCEDURES A. MIX COVERED SOIL IN BATCHES OF AN APPROPRIATE SIZE FOR THE EQUIPMENT BEING USED. THE END RESULT IS TO BE A MATERIAL THAT IS UNIFORMLY BLENDED TOGETHER. DO NOT BATCH IN QUANTITIES THAT WILL NOT ALLOW THE EQUIPMENT TO COMPLETELY MIX THE MATERIAL. DETERMINE BATCH SIZE AND QUANTITIES OF EACH MATERIAL NEEDED FOR THE BATCH. B. START WITH HALF OF THE CRUSHED ROCK MATERIAL. C. ADD ALL OF THE TOPSOIL MATERIAL. D. ADD THE SOIL BINDER. E. ADD HALF OF THE ESTIMATED WATER. F. ADD THE OTHER HALF OF THE CRUSHED ROCK MATERIAL. G. MIX THE MATERIAL TOGETHER. H. SLOWLY ADD WATER TO THE MIXTURE AND CONTINUE TO MIX. THE FINAL AMOUNT OF WATER WILL VARY WITH MOISTURE CONTENT OF THE CRUSHED ROCK AND TOPSOIL. ADD WATER IN INCREMENTAL AMOUNTS AND MIX THE MATERIAL BETWEEN THE ADDITIONS OF WATER. I. STOP ADDING WATER AND MIXING WHEN THERE IS A MINUTE AMOUNT OF FREE TOPSOIL REMAINING. THE TOPSOIL WILL COAT THE CRUSHED ROCK AND NOT FALL OUT OF THE MATERIAL. ALL OF THE CRUSHED ROCK SHALL BE UNIFORMLY COATED WITH TOPSOIL. THERE SHALL BE NO CLUMPS OF TOPSOIL OR UNCOVERED CRUSHED ROCK IN THE MIXTURE. J. IF TOO MUCH WATER IS ADDED TO THE MIXTURE, WATER WILL DRAIN OUT OF THE MATERIAL AND THE TOPSOIL WILL WASH OFF OF THE CRUSHED ROCK. IF THIS OCCURS THE BATCH OF MATERIAL SHALL BE DISCARDED AND SHALL NOT BE INCORPORATED INTO THE COMPLETED WORK. PART 4. PLACEMENT OF COVERED SOIL A. PROTECT SOILS AND MIXES FROM ABSORBING EXCESS WATER AND FROM EROSION AT ALL TIMES. DO NOT STORE MATERIALS UNPROTECTED FROM RAINFALL EVENTS. DO NOT ALLOW EXCESS WATER TO ENTER SITE PRIOR TO COMPACTION. IF WATER IS INTRODUCED INTO THE MATERIAL AFTER GRADING, ALLOW MATERIAL TO DRAIN OR AERATE TO OPTIMUM COMPACTION MOISTURE CONTENT. B. ALL AREAS TO RECEIVE COVERED SOIL MIXTURE SHALL BE INSPECTED BY THE PROJECT LANDSCAPE ARCHITECT AND/OR PROJECT ENGINEER BEFORE STARTING PLACEMENT OF MIXTURE. ALL DEFECTS SUCH AS INCORRECT GRADING, COMPACTION AND INADEQUATE DRAINAGE, ETC., SHALL BE CORRECTED PRIOR TO BEGINNING PLACEMENT OF COVERED SOIL. C. CONFIRM THAT THE SUB-GRADE IS AT THE PROPER ELEVATION AND COMPACTED AS REQUIRED. SUB-GRADE ELEVATIONS SHALL SLOPE PARALLEL TO THE FINISHED GRADE. CLEAR THE EXCAVATION OF ALL CONSTRUCTION DEBRIS, TRASH, RUBBLE AND FOREIGN MATERIAL. FILL ANY OVER EXCAVATION WITH APPROVED FILL AND COMPACT TO THE REQUIRED SUB-GRADE COMPACTION. D. INSTALL COVERED SOIL IN 6-INCH LIFTS AND SPREAD UNIFORMLY OVER THE AREA. COMPACT EACH LIFT TO THE REQUIRED PERCENT OF MAXIMUM DENSITY. DELAY PLACEMENT 24 HOURS IF MOISTURE CONTENT EXCEEDS MAXIMUM ALLOWABLE, PROTECT COVERED SOIL WITH PLASTIC OR PLYWOOD DURING DELAY. TAKE PARTICULAR CARE NOT TO DAMAGE UTILITIES WHEN INSTALLING COVERED SOIL. COVERED SOIL THAT WILL BE THE BEDDING FOR UTILITY LINES SHALL BE COMPACTED TO CONFORM TO THE REQUIRED GRADE OF THE UTILITY LINE. DO NOT COMPACT THE IMMEDIATE VICINITY ABOVE A UTILITY LINE UNTIL A FILL DEPTH OF AT LEAST 12-INCHES ABOVE THE UTILITY LINE IS REACHED. E.BRING COVERED SOILS TO FINISHED GRADES AS SHOWN IN THE APPROVED DRAWINGS. IMMEDIATELY PROTECT THE COVERED SOIL MATERIAL FROM CONTAMINATION BY WATER BY COVERING WITH PLASTIC OR PLYWOOD. MATERIAL AMOUNT FOR 1 CY OF COVERED SOIL CRUSHED ROCK TOPSOIL SOIL BINDER WATER AMOUNT FOR 4.6 CY OF COVERED SOIL 23.2 CUBIC FEET 5.9 CUBIC FEET 13.7 CUBIC FEET 1.6 GALLON 4 CUBIC YARDS 1 CUBIC YARD 4 POUNDS 46 GALLONS STANDARD COVERED SOIL VOLUME SPECIFICATIONS STREET TREE WITH ROOT PATH L3 2 L3 TREE CANOPY SOIL VOLUMES DETAILS & NOTES Construction Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ 3 9 5 0 6 4 . T r e e C a n o p y P l a n . d w g - S H E E T : L3 De c . 1 5 , 2 0 - 2: 0 7 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: AS-BUILT 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/21/20175TH SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D SW APPLEDALE ROAD S W S N O W D A L E S T R E E T SW 169TH AVENUE S W B I R D S O N G S T R E E T SW 165TH AVENUE SW RIVER TERRACE BOULEVARD E X I S T I N G W E T L A N D T O B E E N H A N C E D - 5 4 , 0 6 6 S . F . EXISTING WE T L A N D TO BE ENHAN C E D 15,943 S.F. W E T L A N D I M P A C T A R E A W A T E R Q U A L I T Y S W A L E - 4 , 2 2 1 S . F . - S E E D E T A I L T H I S S H E E T W E T L A N D I M P A C T A R E A F A R M E D W E T L A N D T O B E E N H A N C E D - 2 0 8 , 5 1 2 S . F . D E G R A D E D B U F F E R T O B E E N H A N C E D 1 7 , 9 4 6 S . F . D E G R A D E D B U F F E R T O B E E N H A N C E D 3 , 5 9 2 S . F . D E G R A D E D B U F F E R T O B E E N H A N C E D 3 , 9 0 8 S . F . D E G R A D E D B U F F E R T O B E E N H A N C E D 7 1 0 S . F . D E G R A D E D B U F F E R T O B E E N H A N C E D 7 , 4 5 7 S . F . DEGRADED BUFFERTO BE ENHANCED9,672 S.F. V E G E T A T E D S P I L L W A Y - 1 , 5 2 1 S . F . G O O D B U F F E R GOOD BUFFEREXISTING WETLANDTO BE REMAIN D E G R A D E D B U F F E R T O B E E N H A N C E D 5 , 5 9 4 S . F . A R E A N O T F I L L E D N O T E S : 1 . S E E S H E E T L 2 . 0 2 - L 2 . 0 3 F O R D E G R A D E D B U F F E R A N D W A T E R Q U A L I T Y / D E T E N T I O N P O N D P L A N T I N G L E G E N D S , N O T E S , D E T A I L S A N D C O N D I T I O N S . 2 . S E E S H E E T L 2 . 0 1 F O R O P E N S P A C E P L A N T I N G P L A N . P R O P O S E D P E R M A N E N T I M P A C T A R E A T O T A L A R E A = 1 . 0 5 A C ( 4 5 , 7 6 5 S F ) D E G R A D E D B U F F E R P R O P O S E D F O R E N H A N C E M E N T T O T A L A R E A = 1 . 2 9 A C ( 5 6 , 0 1 6 S F ) G O O D B U F F E R T O T A L A R E A = . 6 8 5 A C ( 2 9 , 8 4 0 S F ) P R O P O S E D W E T L A N D R E S T O R A T I O N & M I T I G A T I O N T O T A L A R E A = . 0 8 A C ( 3 , 5 9 2 S F ) P R O P O S E D E X I S T I N G W E T L A N D E N H A N C E M E N T P L A N T I N G , T O T A L A R E A = 6 . 3 9 A C ( 2 7 8 , 5 2 0 . 9 3 S F ) W A T E R Q U A L I T Y S W A L E O P E N S P A C E & V E G E T A T E D O U T F A L L A R E A . W A T E R Q U A L I T Y S W A L E T R E A T M E N T A R E A . L E G E N D : S W S C H O L L S F E R R Y R D ( C . R . N O . 3 1 1 0 ) SW 169TH AVE. SW RIVER TERRACE BOULEVARD S W S N O W D A L E S T . S W L U K E L A N E SW 167TH AVE. S W B I R D S O N G S T R E E T S W A P P L E D A L E W A Y MITIGATION AND STORMWATER PLANTING PLAN1 1 L 1 . 0 1 M I T I G A T I O N & S T O R M W A T E R P L A N T I N G P L A N 2 1 I N C H = 1 6 0 F E E T 0 1 2 0 1 6 0 S C A L E 8 0 A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L3)ENVIRONMENTAL 11x17.dwg - SHEET: L1.01 Nov. 18, 19 - 12:09 PM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONPACIFIC FLOWERING DOGWOOD / CORNUS NUTTALLII: 1 GAL./ 3' HT. 10' O.C.OREGON CRABAPPLE / MALUS FUSCA: 2 GAL./ 3' HT. 10' O.C.BIGLEAF MAPLE / ACER MACROPHYLLUM: 2 GAL./ 2' HT. 10' O.C.SYMBOLCOMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONSYMBOLTALL OREGON GRAPE / MAHONIA AQUIFOLIUM: 1GAL./ 1.5' HT. 4-5' O.C.OCEANSPRAY / HOLODISCUS DISCOLOR: 1GAL./ 2' HT. 4-5' O.C.CLUSTERED ROSE / ROSA PISOCARPA: 1GAL./ 1.5' HT. 4-5' O.C.SNOWBERRY / SYMPHORICARPUS ALBUS: 1GAL./ 2' HT. 4-5' O.C.COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONNATIVE GRASS MIX WESTERN RED CEDAR / THUJA PLICATA: 2 GAL./ 2' HT. 15' O.C.DEGRADED BUFFER ANDMITIGATION ENHANCEMENTTYPICAL PLANTING PLANLARGE LEAF LUPINE / LUPINUS POLYPHYLLUS 8 LBS PLS/ACRENATIVE CALIFORNIA BROME / BROMUS CARINATUS10 LBS PLS/ACRESPIKE BENTGRASS / AGROSTIS EXARATA2 LBS PLS/ACREBLUE WILDRYE / ELYMUS GLAUCUS 10 LBS PLS/ACRE TOTAL TOTAL TREESSHRUBS DEGRADED BUFFER ENHANCEMENT PLANTING LEGENDTRACTS 'A' & 'B'QUANTITY QUANTITY QUANTITY 50,422 S.F.TOTALAREA278,520.93 S.F.1.157 AC.6.39 AC.TREES =S.F. X .01SHRUBS =S.F. X .05 5042,521 MITIGATIONDEGRADED BUFFER2,78513,926 TOTAL3,28916,447 328,684.75 S.F.7.55 AC.82216,447 3,2894,112 823 8228224,1124,1124,111328,684.75 S.F.7.55 AC. W A T E R Q U A L I T Y S W A L E F A C I L I T Y T R E A T M E N T A R E A = 2 , 5 7 6 S . F . W A T E R Q U A L I T Y S W A L E F A C I L I T Y O P E N S P A C E A N D V E G E T A T E D S P I L L W A Y . T O T A L A R E A = 3 , 1 6 5 S . F . L E G E N D : O R E G O N A S H / F R A X I N U S L A T I F O L I A : 3 ' H T . , 1 0 ' O . C . R E D F L O W E R I N G C U R R E N T / R I B E S S A N G U I N E U M : 1 G A L . , C L U S T E R E D 3 - 4 D O U G L A S S P I R E A / S P I R E A D O U G L A S I I : 1 G A L . , C L U S T E R E D 3 - 4 R E D T W I G D O G W O O D / C O R N U S S E R I C E A : 1 G A L . , 6 ' O . C . O C E A N S P R A Y / H O L O D I S C U S D I S C O L O R : 1 G A L . , 6 ' O . C . V I N E M A P L E / A C E R C I R C I N A T U M : 2 G A L . , S E R V I C E B E R R Y / A L M E L A N C H I E R A L N I F O L I A : 1 G A L . , 6 ' O . C . S N O W B E R R Y / S Y M P H O R I C A R P U S A L B U S : 1 G A L . , C L U S T E R E D 3 - 4 C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N TREES = S.F X .01SHRUBS= S.F X .0 5 C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N WATER Q U A L I T Y S W A L E & V E G E T A T E D S P I L L W A Y : T R A C T ' B ' Q U A N T I T Y Q U A N T I T Y 1 1 2 6 W E S T E R N R E D C E D A R / T H U J A P L I C A T A : 3 ' H T . , 1 5 ' O . C . OPENSPACE AND S P I L L W A Y P L A N T I N G A R E A = 3 , 1 6 5 S . F . TREATMENT ARE A = 2 , 5 7 6 S . F . D W A R F T A L L F E S C U E / F E S T U C A A R U N D I N A C E A P R 8 8 2 0 D W A R F P E R E N N I A L R Y E G R A S S / L O L I U M P E R E N N E ' P R 8 8 2 0 ' C R E E P I N G R E D F E S C U E / F E S T U C A R U B R A H I G H L A N D C O L O N I A L B E N T G R A S S / A G R O S T I S T E N U I S ' H I G H L A N D ' C L E A N W A T E R " L O W G R O W " S E E D M I X : 1 2 0 L B P E R A C R E S L O U G H S E D G E / C A R E X O B N U P T A : P L U G S 1 " X 6 " , ( 6 ) P E R S . F . HERBACIOUS PL A N T S = 936 S.F. X 6 C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N GRASS SEED C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N Q U A N T I T Y Q U A N T I T Y 2 , 8 0 8 3 , 1 6 5 S . F F R U I T E D B U L L R U S H / S C I R P U S M I C R O C A R P U S : P L U G S 1 " X 6 " , ( 6 ) P E R S . F . O R E G O N A S H / F R A X I N U S L A T I F O L I A : 3 ' H T . , 1 0 ' O . C . R E D F L O W E R I N G C U R R E N T / R I B E S S A N G U I N E U M : 1 G A L . , C L U S T E R E D 3 - 4 D O U G L A S S P I R E A / S P I R E A D O U G L A S I I : 1 G A L . , C L U S T E R E D 3 - 4 R E D T W I G D O G W O O D / C O R N U S S E R I C E A : 1 G A L . , 6 ' O . C . O C E A N S P R A Y / H O L O D I S C U S D I S C O L O R : 1 G A L . , 6 ' O . C . V I N E M A P L E / A C E R C I R C I N A T U M : 2 G A L . , S E R V I C E B E R R Y / A L M E L A N C H I E R A L N I F O L I A : 1 G A L . , 6 ' O . C . S N O W B E R R Y / S Y M P H O R I C A R P U S A L B U S : 1 G A L . , C L U S T E R E D 3 - 4 C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N TREES = 1,640 S. F X . 0 1 SHRUBS= 1,640 X . 0 5 C O M M O N N A M E / B O T A N I C A L N A M E : S I Z E A N D D E S C R I P T I O N Q U A N T I T Y Q U A N T I T Y 8 1 4 1 1 1 0 8 1 4 1 4 1 4 1 4 1 5 2 6 2 6 2 6 2 6 2 6 2 , 8 0 8 L 1 . 0 2 M I T I G A T I O N & S T O R M W A T E R P L A N T I N G P L A N , L E G E N D S , & N O T E S C . W . S . C O N D I T I O N S F O R V E G E T A T I V E C O R R I D O R , M I T I G A T I O N A R E A S A N D S W A L E S : 1 . C L E A N W A T E R S E R V I C E S S H A L L B E N O T I F I E D 7 2 H O U R S P R I O R T O T H E S T A R T A N D C O M P L E T I O N O F E N H A N C E M E N T / R E S T O R A T I O N A C T I V I T I E S . E N H A N C E M E N T / R E S T O R A T I O N A C T I V I T I E S S H A L L C O M P L Y W I T H T H E G U I D E L I N E S P R O V I D E D I N A P P E N D I X A : L A N D S C A P E R E Q U I R E M E N T S ( R & O 0 7 - 2 0 : A P P E N D I X A ) . 2 . P R I O R T O I N S T A L L A T I O N O F P L A N T M A T E R I A L S , A L L I N V A S I V E V E G E T A T I O N S U C H A S H I M A L A Y A N B L A C K B E R R Y , E N G L I S H I V Y , A N D E N G L I S H H A W T H O R N , W I T H I N T H E V E G E T A T E D C O R R I D O R S H A L L B E R E M O V E D . D U R I N G R E M O V A L O F I N V A S I V E V E G E T A T I O N C A R E S H A L L B E T A K E N T O M I N I M I Z E I M P A C T S T O E X I S T I N G N A T I V E T R E E S A N D S H R U B S P E C I E S . 3 . R E M O V A L O F I N V A S I V E N O N - N A T I V E S P E C I E S B Y H A N D I S R E Q U I R E D I N A L L V E G E T A T E D C O R R I D O R S R A T E D " G O O D " . R E P L A N T I N G I S R E Q U I R E D I N A N Y C L E A R E D A R E A S L A R G E R T H A N 2 5 S Q U A R E F E E T . 4 . P L A N T I N G S S H A L L B E T A G G E D F O R D O R M A N T S E A S O N I D E N T I F I C A T I O N . T A G S T O R E M A I N O N P L A N T M A T E R I A L A F T E R P L A N T I N G F O R M O N I T O R I N G P U R P O S E S . 5 . F I N A L C O N S T R U C T I O N P L A N S S H A L L C L E A R L Y D E P I C T T H E L O C A T I O N A N D D I M E N S I O N S O F T H E S E N S I T I V E A R E A A N D T H E V E G E T A T E D C O R R I D O R ( I N D I C A T I N G G O O D , M A R G I N A L , O R D E G R A D E D C O N D I T I O N ) . S E N S I T I V E A R E A B O U N D A R I E S S H A L L B E M A R K E D I N T H E F I E L D . 6 . P R O T E C T I O N O F T H E V E G E T A T E D C O R R I D O R S A N D A S S O C I A T E D S E N S I T I V E A R E A S S H A L L B E P R O V I D E D B Y T H E I N S T A L L A T I O N O F P E R M A N E N T F E N C I N G A N D S I G N A G E B E T W E E N T H E D E V E L O P M E N T A N D T H E O U T E R L I M I T S O F T H E V E G E T A T E D C O R R I D O R S . S I G N A G E S H A L L M E E T T H E R E Q U I R E M E N T S O F S T A N D A R D D E T A I L 7 9 0 . 7 . N O S T R U C T U R E S , D E V E L O P M E N T , C O N S T R U C T I O N A C T I V I T I E S , G A R D E N S , L A W N S , A P P L I C A T I O N O F C H E M I C A L S , U N C O N T A I N E D A R E A S O F H A Z A R D O U S M A T E R I A L S A S D E F I N E D B Y O R E G O N D E P A R T M E N T O F E N V I R O N M E N T A L Q U A L I T Y , P E T W A S T E S , D U M P I N G O F M A T E R I A L S O F A N Y K I N D , O R O T H E R A C T I V I T I E S S H A L L B E P E R M I T T E D W I T H I N T H E S E N S I T I V E A R E A W H I C H M A Y N E G A T I V E L Y I M P A C T W A T E R Q U A L I T Y , E X C E P T T H O S E A L L O W E D B Y S E C T I O N 3 . 0 4 A N D 3 . 0 5 . 8 . P R I O R T O A N Y S I T E C L E A R I N G , G R A D I N G O R C O N S T R U C T I O N T H E V E G E T A T E D C O R R I D O R A N D W A T E R Q U A L I T Y S E N S I T I V E A R E A S S H A L L B E S U R V E Y E D , S T A K E D , A N D T E M P O R A R I L Y F E N C E D P E R A P P R O V E D P L A N . D U R I N G C O N S T R U C T I O N T H E V E G E T A T E D C O R R I D O R S H A L L R E M A I N F E N C E D A N D U N D I S T U R B E D E X C E P T A S A L L O W E D B Y S E C T I O N 3 . 0 6 . 1 A N D P E R A P P R O V E D P L A N S . 9 . P R I O R T O A N Y A C T I V I T Y W I T H I N T H E S E N S I T I V E A R E A , T H E A P P L I C A N T S H A L L G A I N A U T H O R I Z A T I O N F O R T H E P R O J E C T F R O M O R E G O N D I V I S I O N O F S T A T E L A N D S ( D S L ) A N D U S A R M Y C O R P S O F E N G I N E E R S ( C O E ) . T H E A P P L I C A N T S H A L L P R O V I D E T H E D I S T R I C T O R I T S D E S I G N E E ( A P P R O P R I A T E C I T Y ) W I T H C O P I E S O F A L L D S L A N D C O E P R O J E C T A U T H O R I Z A T I O N P E R M I T S . 1 0 . A N A P P R O V E D O R E G O N D E P A R T M E N T O F F O R E S T R Y N O T I F I C A T I O N I S R E Q U I R E D F O R O N E O R M O R E T R E E S H A R V E S T E D F O R S A L E , T R A D E , O R B A R T E R , O N A N Y N O N - F E D E R A L L A N D S W I T H I N T H E S T A T E O F O R E G O N . 1 1 . A P P R O P R I A T E B E S T M A N A G E M E N T P R A C T I C E S ( B M P ' s ) F O R E R O S I O N C O N T R O L , I N A C C O R D A N C E W I T H T H E C W S C H A P T E R 6 E R O S I O N P R O T E C T I O N A N D S E D I M E N T C O N T R O L S H A L L B E U S E D P R I O R T O , D U R I N G , A N D F O L L O W I N G E A R T H D I S T U R B I N G A C T I V I T I E S . 1 2 . P R I O R T O C O N S T R U C T I O N , A S T O R M W A T E R C O N N E C T I O N P E R M I T F R O M T H E D I S T R I C T O R I T S D E S I G N E E I S R E Q U I R E D P U R S U A N T T O O R D I N A N C E 2 7 , S E C T I O N 4 . B . 1 3 . T H E D I S T R I C T O R C I T Y / C O U N T Y M A Y R E Q U I R E A N E A S E M E N T O V E R T H E V E G E T A T E D C O R R I D O R C O N V E Y I N G S T O R M , S U R F A C E W A T E R M A N A G E M E N T , A N D / O R S A N I T A R Y S E W E R R I G H T S T O T H E D I S T R I C T O R C I T Y T H A T W O U L D P R E V E N T T H E O W N E R O F T H E V E G E T A T E D C O R R I D O R F R O M A C T I V I T I E S A N D U S E S I N C O N S I S T E N T W I T H T H E P U R P O S E O F T H E C O R R I D O R A N D A N Y E A S E M E N T S T H E R E I N . 1 4 . I N T H E E V E N T O F F L O O D P L A I N G R A D I N G , O V E R - E X C A V A T T H E S U B G R A D E T O E N S U R E 1 2 " O F T O P S O I L C A N B E A P P L I E D W I T H O U T I M P A C T I N G S U R F A C E W A T E R E L E V A T I O N . 1 5 . R E M O V A L O F N A T I V E , W O O D Y V E G E T A T I O N S H A L L B E L I M I T E D T O T H E G R E A T E S T E X T E N T P R A C T I C A B L E . 1 6 . S H O U L D F I N A L D E V E L O P M E N T P L A N S D I F F E R S I G N I F I C A N T L Y F R O M T H O S E S U B M I T T E D F O R R E V I E W B Y T H E D I S T R I C T , T H E A P P L I C A N T S H A L L P R O V I D E U P D A T E D D R A W I N G S , A N D I F N E C E S S A R Y , O B T A I N A R E V I S E D S E R V I C E P R O V I D E R L E T T E R . 1 7 . F O R V E G E T A T E D C O R R I D O R S 5 0 F E E T W I D E O R G R E A T E R , T H E F I R S T 5 0 F E E T C L O S E S T T O T H E S E N S I T I V E A R E A S H A L L B E E Q U A L T O O R B E T T E R T H A N A " G O O D " C O R R I D O R C O N D I T I O N A S D E F I N E D I N S E C T I O N 3 . 1 4 . 2 T A B L E 3 - 3 . 1 8 . F O R V E G E T A T E D C O R R I D O R S L E S S T H A N 5 0 F E E T W I D E , T H E E N T I R E V E G E T A T E D C O R R I D O R S H A L L B E E Q U A L T O O R B E T T E R T H A N A " G O O D " C O R R I D O R C O N D I T I O N A S D E F I N E D I N S E C T I O N 3 . 0 2 . 7 , T A B L E 3 - 3 . 1 9 . E N H A N C E M E N T / R E S T O R A T I O N O F T H E V E G E T A T E D C O R R I D O R S H A L L B E P R O V I D E D I N A C C O R D A N C E W I T H R & O 0 7 - 2 0 , A P P E N D I X A . 2 0 . P R I O R T O A N Y S I T E C L E A R I N G , G R A D I N G O R C O N S T R U C T I O N , T H E A P P L I C A N T S H A L L P R O V I D E T H E D I S T R I C T W I T H T H E R E Q U I R E D V E G E T A T E D C O R R I D O R E N H A N C E M E N T / R E S T O R A T I O N P L A N I N C O M P L I A N C E W I T H R & O 0 7 - 2 0 . 2 1 . M A I N T E N A N C E A N D M O N I T O R I N G R E Q U I R E M E N T S S H A L L C O M P L Y W I T H S E C T I O N 2 . 1 1 . 2 O F R & O 0 7 - 2 0 . I F A T A N Y T I M E D U R I N G T H E W A R R A N T Y P E R I O D T H E L A N D S C A P I N G F A L L S B E L O W T H E 8 0 % S U R V I V A L L E V E L , T H E O W N E R S H A L L R E I N S T A L L A L L D E F I C I E N T P L A N T I N G A T T H E N E X T A P P R O P R I A T E P L A N T I N G O P P O R T U N I T Y A N D T H E T W O Y E A R M A I N T E N A N C E P E R I O D S H A L L B E G I N A G A I N F R O M T H E D A T E O F R E P L A N T I N G . 2 2 . P E R F O R M A N C E A S S U R A N C E S F O R T H E V E G E T A T E D C O R R I D O R S H A L L C O M P L Y W I T H S E C T I O N 2 . 0 6 . 2 , T A B L E 2 - 1 A N D S E C T I O N 2 . 1 0 , T A B L E 2 - 2 2 3 . F O R A N Y D E V E L O P M E N T S , W H I C H C R E A T E M U L T I P L E P A R C E L S O R L O T S I N T E N D E D F O R S E P A R A T E O W N E R S H I P , T H E D I S T R I C T S H A L L R E Q U I R E T H A T T H E S E N S I T I V E A R E A A N D V E G E T A T E D C O R R I D O R B E C O N T A I N E D I N A S E P A R A T E T R A C T A N D S U B J E C T T O A " S T O R M S E W E R , S U R F A C E W A T E R , D R A I N A G E A N D D E T E N T I O N E A S E M E N T O V E R I T S E N T I R E T Y " T O B E G R A N T E D T O T H E C I T Y O R C L E A N W A T E R S E R V I C E S . 2 4 . T H E W A T E R Q U A L I T Y S W A L E A N D D E T E N T I O N P O N D S H A L L B E P L A N T E D W I T H D I S T R I C T A P P R O V E D N A T I V E S P E C I E S , A N D D E S I G N E D T O B L E N D I N T O T H E N A T U R A L S U R R O U N D I N G S . 2 5 . S I T E P R E P A R A T I O N S : R E M O V E A L L N O N N A T I V E P L A N T M A T E R I A L S , I N C L U D I N G P L A N T S , R O O T S , A N D S E E D S P R I O R T O A D D I N G T O P S O I L ( S E E I V A M G U I D E L I N E S ) . T I L L T H E S U B - G R A D E I N T H E S E S A R E A S T O A D E P T H O F A T L E A S T 4 " A N D A D D A T L E A S T 1 2 " O F C L E A N C O M P O S T - A M E N D E D T O P S O I L . T H E C O M P O S T A M E N D E D T O P S O I L S H A L L H A V E T H E F O L L O W I N G C H A R A C T E R I S T I C S T O E N S U R E A G O O D G R O W I N G M E D I U M : A ) T E X T U R E - M A T E R I A L P A S S E S T H R O U G H O N E - I N C H S C R E E N B ) F E R T I L I T Y - 3 5 % O R G A N I C M A T T E R . 2 6 . S O I L P R E P A R A T I O N : T O E N S U R E O R G A N I C M A T T E R , L E A F C O M P O S T M A Y B E P L A C E D U N I F O R M L Y O N T O P S O I L . O T H E R A M E N D M E N T , C O N D I T I O N E R S , B I O - A M E N D M E N T S M A Y B E A D D E D A S N E E D E D T O S U P P O R T T H E S P E C I F I E D P L A N T S O R A D J U S T T H E S O I L P H . T R A D I T I O N A L F E R T I L I Z A T I O N T E C H N I Q U E S ( A P P L Y I N G N - P - K ) A R E N O T N E C E S S A R Y F O R N A T I V E P L A N T S A N D S H O U L D N O T B E U S E D . 2 7 . T I M I N G : C O N T A I N E R S T O C K S H A L L B E I N S T A L L E D O N L Y F R O M F E B R U A R Y 1 T H R O U G H M A Y 1 A N D O C T O B E R 1 T H R O U G H N O V E M B E R 1 5 . B A R E R O O T S T O C K S H A L L B E I N S T A L L E D O N L Y F R O M D E C E M B E R 1 5 T H O U G H A P R I L 1 5 . P L A N T I N G S O U T S I D E T H E S E T I M E S M A Y R E Q U I R E , A D D I T I O N A L M E A S U R E S T O E N S U R E S U R V I V A L . . 2 8 . E R O S I O N C O N T R O L : G R A D I N G , S O I L P R E P A R A T I O N , A N D S E E D I N G S H A L L B E P E R F O R M E D D U R I N G O P T I M A L W E A T H E R C O N D I T I O N S A N D A T L O W F L O W L E V E L S T O M I N I M I Z E S E D I M E N T I M P A C T S . S I T E D I S T U R B A N C E S H A L L B E M I N I M I Z E D A N D D E S I R A B L E V E G E T A T I O N R E T A I N E D , W H E R E P O S S I B L E . S L O P E S S H A L L B E G R A D E D T O S U P P O R T T H E E S T A B L I S H M E N T O F V E G E T A T I O N . W H E R E S E E D I N G I S U S E D F O R E R O S I O N C O N T R O L , A N A P P R O P R I A T E N A T I V E G R A S S , R E G R E E N ( O R I T S E Q U I V A L E N T ) , O R S T E R I L E W H E A T S H A L L B E U S E D T O S T A B I L I Z E S L O P E S U N T I L P E R M A N E N T V E G E T A T I O N I S E S T A B L I S H E D . B I O D E G R A D A B L E F A B R I C S ( C O I R , C O C O N U T O R A P P R O V E D J U T E M A T T I N G ( M I N I M U M 1 / 4 " S Q U A R E H O L E S ) M A Y B E U S E D T O S T A B I L I Z E S L O P E S A N D C H A N N E L S . F A B R I C S S U C H A S B U R L A P M A Y B E U S E D T O S E C U R E P L A N T P L U G S I N P L A C E A N D T O D I S C O U R A G E F L O A T I N G U P O N I N U N D A T I O N . N O P L A S T I C M E S H T H A T C A N E N T A N G L E W I L D L I F E I S P E R M I T T E D . C O N S U L T C H A P T E R 6 - E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L F O R A D D I T I O N A L I N F O R M A T I O N . 2 9 . M U L C H I N G : T R E E S , S H R U B S , A N D G R O U N D C O V E R P L A N T E D I N U P L A N D A R E A S S H A L L B E M U L C H E D A M I N I M U M O F T H R E E I N C H E S I N D E P T H A N D 1 8 I N C H E S I N D I A M E T E R , T O R E T A I N M O I S T U R E A N D D I S C O U R A G E W E E D G R O W T H A R O U N D N E W L Y I N S T A L L E D P L A N T M A T E R I A L . A P P R O P R I A T E M U L C H E S A R E M A D E F R O M C O M P O S T E D B A R K O R L E A V E S T H A T H A V E N O T B E E N C H E M I C A L L Y T R E A T E D . T H E U S E O F M U L C H I N F R E Q U E N T L Y I N U N D A T E D A R E A S S H A L L B E L I M I T E D , T O A V O I D A N Y P O S S I B L E W A T E R Q U A L I T Y I M P A C T S I N C L U D I N G T H E L E A C H I N G O F T A N N I N S A N D N U T R I E N T S , A N D T H E M I G R A T I O N O F M U L C H I N T O W A T E R W A Y S . 3 0 . P L A N T P R O T E C T I O N F R O M W I L D L I F E : D E P E N D I N G O N S I T E C O N D I T I O N S , A P P R O P R I A T E M E A S U R E S S H A L L B E T A K E N T O L I M I T W I L D L I F E - R E L A T E D D A M A G E ( S E E I V A M G U I D A N C E ) . 3 1 . I R R I G A T I O N : A P P R O P R I A T E P L A N T S E L E C T I O N , A L O N G W I T H A D E Q U A T E S I T E P R E P A R A T I O N A N D M A I N T E N A N C E , R E D U C E S T H E N E E D F O R I R R I G A T I O N . H O W E V E R , U N L E S S S I T E H Y D R O L O G Y I S C U R R E N T L Y A D E Q U A T E , A D I S T R I C T / C I T Y A P P R O V E D I R R I G A T I O N S Y S T E M O R E Q U I V A L E N T ( I . E . , P O L Y M E R , P L U S W A T E R I N G ) S H A L L B E U S E D D U R I N G T H E T W O - Y E A R P L A N T E S T A B L I S H M E N T P E R I O D . W A T E R I N G S H A L L B E A T A M I N I M U M R A T E O F A T L E A S T O N E I N C H P E R W E E K F R O M J U N E 1 5 T H R O U G H O C T O B E R 1 5 . O T H E R I R R I G A T I O N T E C H N I Q U E S , S U C H A S D E E P W A T E R I N G , M A Y B E A L L O W E D W I T H P R I O R A P P R O V A L B Y D I S T R I C T S T A F F . 3 2 . A C C E S S : M A I N T E N A N C E A C C E S S F O R P L A N T M A I N T E N A N C E S H A L L B E P R O V I D E D F O R S E N S I T I V E A R E A S A N D V E G E T A T E D C O R R I D O R S V I A A F I V E - F O O T E A S E M E N T O R S H A R E D B O U N D A R Y W I T H S T O R M W A T E R F A C I L I T I E S . S T O R M W A T E R F A C I L I T I E S A C C E S S R E Q U I R E M E N T S A R E P R O V I D E D I N C H A P T E R 4 . A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L3)ENVIRONMENTAL 11x17.dwg - SHEET: L1.02 Nov. 18, 19 - 9:43 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D TRACT 'W' WATER QUALITY SWALE - PLANTING PLAN1 1 I N C H = 4 0 F E E T 0 3 0 4 0 S C A L E 2 0 VEGETATED OUTFALL AREA= 1,521 S.F.WATER QUALITY SWALEOPENSPACE AREA 1,644 S.F.SWALE SIDE SLOPEAREA = 1,640 S.F.SWALE BOTTOM - 936 S.F.WETLAND BUFFER L 1 . 0 3 M I T I G A T I O N & S T O R M W A T E R D E T A I L S C W S W A T E R Q U A L I T Y S W A L E L 1 . 0 3 6 C W S V E G E T A T E D C O O R I D O R S I G N L 1 . 0 3 4 C W S C O N S T R U C T I O N N O T E S L 1 . 0 3 5 C W S F E N C E A N D G A T E L 1 . 0 3 3 RAND O M P L A N T I N G P A T T E R N L 1 . 0 3 2 R A N D O M L Y M I X P L A N T S P E C I E S A N D H E I G H T S O F F S E T P L A N T S T O A V O I D S T R A I G H T R O W S T Y P I C A L O . C . ( o n c e n t e r ) P L A N T I N G G R I D 6 " 6 " E X I S T I N G S U B G R A D E 1 8 " D i a . C I R C L E 2 " B A R K M U L C K A T #1 CO N T A I N E R P L A N T I N G D E T A I L L 1 . 0 3 1 L O O S E N S O I L P R I O R T O P L A N T I N G F I R M L Y P A C K S O I L W I T H F O O T D O N O T B E N D O R B R E A K R O O T S . N O " J " O R " L " R O O T S P L A C E R O O T C O L L A R A B O V E G R A D E MOUND FOR TEMPORA R Y WATER BASIN 2 - 3 " PLANTING PITS TO B E 12" GREATER TH A N THE ROOTB A L L 12"MINIMUM R E M O V E B U R L A P O R C O N T A I N E R C L U M P & S C A T T E R P L A N T S S O T H A T A V E R A G E P L A N T I N G D E N S I T Y I S E Q U I V A L E N T T O G R I D S P A C I N G A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L3)ENVIRONMENTAL 11x17.dwg - SHEET: L1.03 Nov. 18, 19 - 9:43 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D VEGETATED SWALE PLANTING NOTES:1.ALL NEW PLANTING MATERIAL WILL BE PROVIDED WITH A TEMPORARY AUTOMATIC IRRIGATION SYSTEMDESIGNED BY CONTRACTOR IN CONFORMANCE TO ALL LOCAL CITY AND STATE CODES. CONTRACTOR WILLPROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE EXISTING WATER METER.TEMPORARY IRRIGATION SYSTEM SHALL BE MAINTAINED FOR A MINIMUM OF (2) GROWING SEASONS.2.SEE ENGINEERING DRAWINGS FOR EROSION CONTROL FENCING AND DETAILS.3.THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIESBETWEEN THE PLAN AND THE EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE NOTIFIEDIMMEDIATELY.4.IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BERESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION.5.SWALE TOPSOIL: REMOVE ALL NONNATIVE PLANT MATERIALS, INCLUDING PLANTS, ROOTS, AND SEEDSPRIOR TO ADDING TOPSOIL (SEE IVAM GUIDELINES). TILL THE SUB-GRADE IN THESES AREAS TO A DEPTHOF AT LEAST 4" AND ADD AT LEAST 12" OF CLEAN COMPOST-AMENDED TOPSOIL. THE COMPOST AMENDEDTOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM:A)TEXTURE - MATERIAL PASSES THROUGH ONE-INCH SCREENB) FERTILITY - 35% ORGANIC MATTER.6.PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKEOFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN ON THE PLAN, USETHE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES7.ALL VEGETATED SWALE PLANTING IS TO BE PLANTED PER CLEAN WATER SERVICES LANDSCAPEREQUIREMENTS.8.PLANTING IS SPECIFIED AS PER CLEAN WATER SERVICES RECOMMENDATIONS FOR THE VEGETATEDSWALE, LOW IMPACT DEVELOPMENT HANDBOOK, JULY 2009.9.THE TREATMENT AREA HAS 34" TO 2-INCH RIVER RUN ROCK PLACED 2.5 TO 3 INCHES DEEP ON HIGH DENSITYJUTE OR COCONUT MATTING OVER 12 INCHES OF NATIVE TOPSOIL. THE RIVER ROCK, TOPSOIL AND HIGHDENSITY JUTE OR COCONUT MATTING EXTENDS TO THE TOP OF THE TREATMENT AREA, TOPSOIL AND LOWDENSITY JUTE MATTING EXTENDS TO THE EDGE OF THE WATER QUALITY TRACT OR EASEMENT AREA.10.*BARE ROOT STOCK SHALL BE INSTALLED ONLY FROM DECEMBER 15 THROUGH APRIL 15. CONTAINERIZEDSTOCK SHALL BE INSTALLED ONLY FROM FEBRUARY 1 THOUGH MAY 1 AND OCTOBER 1 THROUGHNOVEMBER 15. CLUSTER = GROUPS OF 3-7 PLANTS IN SAME AREA WITH GRASS IN BETWEEN. SEEDINGRATE: PURE LIVE SEED (PLS) POUNDS PER ACRE.PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A PLANTING REQUIREMENTS,JUNE 2007):11.TREE PLANTINGS SHOULD BE PROTECTED FROM WILDLIFE DAMAGE (DEER BROWSE) BY INSTALLINGTREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS. (SEE IVAMGUIDELINES)MAINTENANCE AND MONITORING:12.BI-ANNUAL MONITORING OF THE SITE WILL BE CONDUCTED BY OWNER IN THE SPRING (BY JUNE 1) ANDFALL (BY SEPTEMBER 30), FOLLOWING THE FIRST GROWING SEASON AFTER THE PLANT INSTALLATION.ENSURE A MINIMUM OF 80% SURVIVAL RATE OR BETTER WITH 90% FACILITY COVERAGE OF THE REQUIREDVEGETATION. NOTES ON THE PLANT MORTALITY AND HERBACEOUS COVER WILL BE NOTED. NECESSARYMAINTENANCE WILL BE DETERMINED TO REDUCE INVASIVE PLANT SPECIES OR OTHER MEASURES TO AIDIN THE SURVIVAL OF THE INSTALLED PLANT MATERIAL. ENSURE THAT NO MORE THAN 20% NON-NATIVESOCCUPY THE SITE. IF IT IS DETERMINED DURING THE MAINTENANCE PERIOD THAT THE PLANT COVERAGEOF THE HERBACEOUS SPECIES OR THE INSTALLED PLANTINGS DO NOT MEET THE CONDITIONS REQUIREDBY C.W.S. OUTLINED IN THE SERVICE PROVIDER LETTER, A PLAN WILL BE DEVELOPED AND IMPLEMENTEDTO MEET THOSE CONDITIONS. SW R I V E R T E R R A C E B L V D . SW APPLEDALE ROAD LAWN 2,687 S.F. TRACT X 4,381 SF 216 113112 CHINESE KOUSA DOGWOOD / CORNUS KOUSA CHINESIS: 2" CAL. DECIDUOUS TREES DOUBLFILE VIBURNUM / VIBURNUM P. TOMENTOSUM: 3 GAL. RHODODENDRON 'JEAN MARIE DE MONTEGUE': 3 GAL. LITTLE HEATH LILLY OF THE VALLEY / PIERIS JAPONICA 'LITTLE HEATH': 3 GAL. DWARF BURNING BUSH / EUONYMUS ALATA 'COMPACTA': 3 GAL. DAVID VIBURNUM / VIBURNUM DAVIDII: 3 GAL. BEACH STRAWBERRY / FRAGERIA CHILOENSIS': 4" POT, 18" O.C.183 PRO-TIME 309 (SUPREME MIX) GRASS SEED BY HOBBS AND HOPKINS, LTD. AT A RATE OF 8 LBS/1000 SQUARE FEET. OPEN SPACE PLANTING LEGEND NOTE: SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY 3 EVERGREEN TREES SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. SHRUBS SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY ORNAMENTAL GRASS SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY LAWN AND GROUNDCOVER SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY CHINESE REDBUD / CERCIS CHINENSIS: 2" CAL., B&B INCENSE CEDAR / CALOCEDRUS DECURRENS: 8'-10' HT., B&B VARIEGATED JAPANESE SILVER GRASS MISCANTHUS SINENSIS 'VARIEGATUS': 2 GAL. CODE STRW LAWN 2,687 S.F. 3 6 18 5 6 13 9 14 L2.01 OPENSPACE PLANTING PLAN 1 INCH 20 FEET 20 10 20 SCALE 0 OPENSPACE - PLANTING PLAN - TRACT 'C'1 1 183 STRW GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. 5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. DIAMETER OF ROOT BALL + 12" DE P T H RO O T B A L L 1" DE P T H - 2 " RO O T B A L L ROOTBALL + 12" DIAMETER OF 30 " M I N . NOTE: OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T CONIFER TREE GUYING DETAIL L2.01 2 NO LESS THAN 2'' ABOVE FINAL GRADE FINISH GRADE BA L L D E P T H SHRUB PLANTING DETAIL L2.01 3 TREE STAKING DETAIL L2.01 1 GROUNDCOVER PLANTING DETAIL L2.01 4 'CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS @ 120° APART SET ROOT CROWN NO MORE THAN 4'' ABOVE FINISHED GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2 x 2 WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL / BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.)) 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE 2"X 2"X 8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. CUT AND REMOVE TWINE, BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. FINISH GRADE GALV STEEL WIRE; LOOSE TO ALLOW 4" OF MOVEMENT IN ALL DIRECTIONS "GROW STRAIGHT" TREE TIES MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE BACKFILL SOIL FINISHED GRADE SCARIFY EDGES AND BOTTOM OF HOLE 12" THOROUGHLY TILLED SUBSOIL NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX INTO A DEPTH OF 6" 6" SPECIFIED BACKFILL SOIL FINISHED GRADE MULCH GROUNDCOVER PLANT SW SCHOLLS FERRY RD (C.R. NO. 3110) 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 SW SNOWDALE ST. SW LUKE LANE SW 1 6 7 T H A V E . SW BIRDSONG STREET SW APPLEDALE WAY As-Built Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ 3 9 5 0 6 4 . ( L 2 ) O P E N S P A C E . d w g - S H E E T : L2 . 0 1 Ja n . 1 8 , 2 1 - 3: 5 4 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/18/2019AS-BUILT SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D 2 6 0 2 6 0 270 2 5 8 2 5 8 2 6 2 2 6 2 2 6 4 2 6 4 2 6 6 2 6 6 2 6 8 268 272 274 276 5 4 3 33 5 5 SEASONALPOOL - PEM (2) 4 B E A V E R D A M W I T H L O G G R A D E C O N T R O L S T R U C T U R E S E E D E T A I L 2 A N D 3 S H E E T L 5 . 0 6 B E A V E R D A M S W I T H L I V E F A S C I N E S S E E D E T A I L 2 A N D 3 S H E E T L 5 . 0 6 3 RIVER TERRACE BLVDTRACT B WATERQUALITY SWALE SEESHEET L3.01 WETLANDBOUNDARY L I V E F A S C I N E S E E D E T A I L 1 S H E E T L 5 . 0 6 L I V E F A S C I N E S E E D E T A I L 1 S H E E T L 5 . 0 6 L I V E F A S C I N E S E E D E T A I L 1 S H E E T L 5 . 0 6 50' 5 0 ' 5 0 ' 3 B E A V E R D A M W I T H L O G G R A D E C O N T R O L S T R U C T U R E S E E D E T A I L 2 A N D 3 S H E E T L 5 . 0 6 S E A S O N A L P O O L - P E M ( 1 ) SEASONALPOOL - PEM (3)LIVEFASCINESEE DETAIL1 SHEETL5.06AREA NOT FILLED S E A S O N A L P O O L - P E M ( 6 ) E X I S T I N G S T R E A M C H A N N E L E X I S T I N G S T R E A M C H A N N E L R E S T O R A T I O N A R E A G R A V E L A R E A F O R A C C E S S T O B E R E M O V E D A N D A R E A T O B E R E V E G E T A T E D T R E E S R E M O V E D F O R U T I L I T Y L I N E I N S T A L L A T I O N A N D R E P L A N T E D A S S N A G S T O T H E N O R T H R E M O V E D T R E E S I N S T A L L E D A S S N A G S 15' PUBLICWATEREASEMENT 1 5 ' P U B L I C S E W E R E A S E M E N T S E A S O N A L P O O L - P E M ( 7 ) S E A S O N A L P O O L - P E M ( 5 ) S E A S O N A L P O O L - P E M ( 4 ) 5 0 ' 50' Z O N E : S M A L L C O N T A I N E R P L A N T L E G E N D Z O N E 3 ( P S S / P F O ) T O T A L A R E A = 6 2 , 3 8 0 Z O N E 4 ( P S S / P F O ) T O T A L A R E A = 1 6 0 , 9 6 4 S . F . Z O N E 5 ( P S S / P F O ) T O T A L A R E A = 5 8 , 9 1 3 S . F . S E A S O N A L P O O L S # 1 - 7 ( P E M ) S E E P L A N T I N G L E G E N D S - S H E E T L 5 . 0 2 3 4 5 S E E P L A N T I N G L E G E N D S - S H E E T L 5 . 0 4 S E E P L A N T I N G L E G E N D S - S H E E T L 5 . 0 4 S E E P L A N T I N G L E G E N D S - S H E E T L 5 . 0 3 S E E P L A N T I N G L E G E N D S & N O T E S - S H E E T L 5 . 0 2 - L 5 . 0 4 L I N E W O R K & H A T C H I N G L E G E N D R I P A R I A N B U F F E R W E T L A N D R E S T O R A T I O N B O U N D A R Y O F W E T L A N D A R E A N O T F I L L E D B O U N D A R Y O F O R I G I N A L W E T L A N D D E L I N E A T I O N P R E - E X I S T I N G S T R E A M C H A N N E L R I P A R I A N B U F F E R B O U N D A R Y L 2 . 0 1 S T R E A M A N D W E T L A N D E N H A N C E M E N T P L A N T I N G P L A N S W S C H O L L S F E R R Y R D ( C . R . N O . 3 1 1 0 ) SW 169TH AVE. SW RIVER TERRACE BOULEVARD S W S N O W D A L E S T . S W L U K E L A N E SW 167TH AVE. S W B I R D S O N G S T R E E T S W A P P L E D A L E W A Y STREAM AND WETLAND ENHANCEMENT - PLANTING PLAN- OVERALL1 1 . S E E C I V I L D R A W I N G S F O R B E A V E R D A M / L O G G R A D E C O N T R O L S T R U C T U R E A N D L I V E F A S C I N E L O C A T I O N S A N D L E N G T H . 2 . S E E S H E E T L 5 . 0 6 F O R B E A V E R D A M / L O G G R A D E C O N T R O L S T R U C T U R E A N D L I V E F A S C I N E C O N S T R U C T I O N D E T A I L S . 3 . S E E C I V I L D R A W I N G S F O R W E T L A N D A N D S T R E A M G R A D I N G P L A N S . 4 . S E E S H E E T S L 5 . 0 2 - L 5 . 0 4 F O R P O N D , W E T L A N D A N D S T R E A M P L A N T I N G L E G E N D S . N O T E S : O V E R A L L A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5) STREAM AND WETLAND -PLANTING PLAN 11x17.dwg - SHEET: L2.01 Mar. 10, 20 - 2:01 PM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D A S - B U I L T C O N D I T I O N S : P L A N T I N G Z O N E S A R E S C H E M A T I C A N D H A V E B E E N I N T E R P R E T E D D U R I N G F I E L D I N S T A L L A T I O N . N O T E : 1 I N C H 0 F E E T 0 6 0 0 S C A L E 4 0 59 QUANTITYCOMMON NAME / BOTANICAL NAME: STA T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 1472TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 1277 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 118 S.F.= 472 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 158 S.FPOND FRINGES = 119 S.F.TOTAL = 277 S.F.SEEDED SEASONAL POND AREA = 158 S.FSEEDED POND FRINGES AREA = 119 S.F.TOTAL PLANTS ZONE 2 SEASONALLY PONDED POOL (# 1- # 7)SCHEDULE AND PLANT I N G L E G E N D S : HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA OB L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS OB L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 277 S.F.277 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 277 S.F.QUANTITYCOMMON NAME / BOTANICAL NAME: STA T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 2TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 2POND FRINGES:POND SEED MIX:TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA OB L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS OB L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 40 QUANTITYCOMMON NAME / BOTANICAL NAME: ST A T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 4320TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 4189 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 80 S.F.= 320 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 109 S.FPOND FRINGES = 80 S.F.TOTAL = 189 S.F.SEEDED SEASONAL POND AREA = 109 S.FSEEDED POND FRINGES AREA = 80 S.F.TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA O B L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS O B L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 189 S.F.189 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGAT A F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 189 S.F.63 QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 3504TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 3219 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 126 S.F.= 504 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 126 S.FPOND FRINGES = 93 S.F.TOTAL = 219 S.F.SEEDED SEASONAL POND AREA = 126 S.FSEEDED POND FRINGES AREA = 93 S.F.TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA O B L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA O B L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS O B L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA O B L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA F A C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA O B L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS F A C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS F A C W 2 - 3 - 4 219 S.F.219 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGA T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZI G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 219 S.F. 1 9 4 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 5 1 1 5 2 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 5 6 7 1 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 3 8 8 S . F . = 1 5 5 2 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 3 8 8 S . F P O N D F R I N G E S = 2 8 3 S . F . T O T A L = 6 7 1 S . F . S E E D E D S E A S O N A L P O N D A R E A = 3 8 8 S . F S E E D E D P O N D F R I N G E S A R E A = 2 8 3 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 6 7 1 S . F . 6 7 1 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 6 7 1 S . F . 9 4 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 6 7 5 2 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 6 3 2 5 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 1 8 8 S . F . = 7 5 2 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 1 8 8 S . F P O N D F R I N G E S = 1 3 7 S . F . T O T A L = 3 2 5 S . F . S E E D E D S E A S O N A L P O N D A R E A = 1 8 8 S . F S E E D E D P O N D F R I N G E S A R E A = 1 3 7 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 3 2 5 S . F . 3 2 5 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 3 2 5 S . F . 5 8 Q U A N T I T Y 5 7 C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 7 4 6 0 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 7 1 9 9 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 1 1 5 S . F . = 4 6 0 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 1 1 5 S . F P O N D F R I N G E S = 8 4 S . F . T O T A L = 1 9 9 S . F . S E E D E D S E A S O N A L P O N D A R E A = 1 1 5 S . F S E E D E D P O N D F R I N G E S A R E A = 8 4 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 1 9 9 S . F . 1 9 9 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 1 9 9 S . F . 595959595959472277 S.F.HERBACEOUS PLANTS(4) X 118 S.F.= 472 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 158 S.FPOND FRINGES = 119 S.F.TOTAL = 277 S.F.SEEDED SEASONAL POND AREA = 158 S.FSEEDED POND FRINGES AREA = 119 S.F.277 S.F.277 S.F.277 S.F.595959595959594040404040404063636363636363 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 5 7 5 7 5 7 5 7 5 7 5 7 59 QUANTITYCOMMON NAME / BOTANICAL NAME: STA T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 1472TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 1277 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 118 S.F.= 472 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 158 S.FPOND FRINGES = 119 S.F.TOTAL = 277 S.F.SEEDED SEASONAL POND AREA = 158 S.FSEEDED POND FRINGES AREA = 119 S.F.TOTAL PLANTS ZONE 2 SEASONALLY PONDED POOL (# 1- # 7)SCHEDULE AND PLANT I N G L E G E N D S : HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA OB L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS OB L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 277 S.F.277 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 277 S.F.QUANTITYCOMMON NAME / BOTANICAL NAME: STA T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 2TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 2POND FRINGES:POND SEED MIX:TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA OB L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS OB L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 40 QUANTITYCOMMON NAME / BOTANICAL NAME: ST A T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 4320TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 4189 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 80 S.F.= 320 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 109 S.FPOND FRINGES = 80 S.F.TOTAL = 189 S.F.SEEDED SEASONAL POND AREA = 109 S.FSEEDED POND FRINGES AREA = 80 S.F.TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA OB L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA O B L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS O B L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA OB L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA FA C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA OB L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS FA C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS FA C W 2 - 3 - 4 189 S.F.189 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGAT A F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZIG A C H N E O B L 2 - 3 5 L B S P L S / A C R E 189 S.F.63 QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SEASONALLY PONDED POOL # 3504TOTAL POND AREA PROVIDED SEASONALLY PONDED POOL # 3219 S.F.POND FRINGES:POND SEED MIX:HERBACEOUS PLANTS(4) X 126 S.F.= 504 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 126 S.FPOND FRINGES = 93 S.F.TOTAL = 219 S.F.SEEDED SEASONAL POND AREA = 126 S.FSEEDED POND FRINGES AREA = 93 S.F.TOTAL PLANTS HERBACEOUS PLANTS - POND FRINGES P L U G S ( 4 ) P E R S . F . STALK-GRAIN SEDGE / CAREX STIPATA O B L 1 - 2 - 3 - 4 SLOUGH SEDGE / CAREX OBNUPTA O B L 1 - 2 - 3 - 4 COMMON SPIKE-RUSH / ELEOCHARIS PALUSTRIS O B L 1 - 2 COLUMBIAN SEDGE / CAREX APERTA O B L 1 - 2 GREEN-SHEATH SEDGE / CAREX FETA F A C W 2 - 3 - 4 SWOLLEN BEAKED SEDGE / CAREX ROSTRATA O B L 1 - 2 - 3 SIERRAN RUSH / JUNCUS NEVADENSIS F A C W 2 - 3 - 4 POINTED RUSH / JUNCUS OXYMERIS F A C W 2 - 3 - 4 219 S.F.219 S.F. P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N POND SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGA T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E AMERICAN SLOUGH GRASS / BECKMANNIA SYZI G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 219 S.F. 1 9 4 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 5 1 1 5 2 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 5 6 7 1 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 3 8 8 S . F . = 1 5 5 2 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 3 8 8 S . F P O N D F R I N G E S = 2 8 3 S . F . T O T A L = 6 7 1 S . F . S E E D E D S E A S O N A L P O N D A R E A = 3 8 8 S . F S E E D E D P O N D F R I N G E S A R E A = 2 8 3 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 6 7 1 S . F . 6 7 1 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 6 7 1 S . F . 9 4 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 6 7 5 2 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 6 3 2 5 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 1 8 8 S . F . = 7 5 2 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 1 8 8 S . F P O N D F R I N G E S = 1 3 7 S . F . T O T A L = 3 2 5 S . F . S E E D E D S E A S O N A L P O N D A R E A = 1 8 8 S . F S E E D E D P O N D F R I N G E S A R E A = 1 3 7 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 3 2 5 S . F . 3 2 5 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 3 2 5 S . F . 5 8 Q U A N T I T Y 5 7 C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E A S O N A L L Y P O N D E D P O O L # 7 4 6 0 T O T A L P O N D A R E A P R O V I D E D S E A S O N A L L Y P O N D E D P O O L # 7 1 9 9 S . F . P O N D F R I N G E S : P O N D S E E D M I X : H E R B A C E O U S P L A N T S ( 4 ) X 1 1 5 S . F . = 4 6 0 T O T A L A R E A O F P O N D S E E D E D S E A S O N A L P O O L = 1 1 5 S . F P O N D F R I N G E S = 8 4 S . F . T O T A L = 1 9 9 S . F . S E E D E D S E A S O N A L P O N D A R E A = 1 1 5 S . F S E E D E D P O N D F R I N G E S A R E A = 8 4 S . F . T O T A L P L A N T S H E R B A C E O U S P L A N T S - P O N D F R I N G E S P L U G S ( 4 ) P E R S . F . S T A L K - G R A I N S E D G E / C A R E X S T I P A T A O B L 1 - 2 - 3 - 4 S L O U G H S E D G E / C A R E X O B N U P T A O B L 1 - 2 - 3 - 4 C O M M O N S P I K E - R U S H / E L E O C H A R I S P A L U S T R I S O B L 1 - 2 C O L U M B I A N S E D G E / C A R E X A P E R T A O B L 1 - 2 G R E E N - S H E A T H S E D G E / C A R E X F E T A F A C W 2 - 3 - 4 S W O L L E N B E A K E D S E D G E / C A R E X R O S T R A T A O B L 1 - 2 - 3 S I E R R A N R U S H / J U N C U S N E V A D E N S I S F A C W 2 - 3 - 4 P O I N T E D R U S H / J U N C U S O X Y M E R I S F A C W 2 - 3 - 4 1 9 9 S . F . 1 9 9 S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . P L U G S ( 4 ) P E R S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N P O N D S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 1 9 9 S . F . 595959595959472277 S.F.HERBACEOUS PLANTS(4) X 118 S.F.= 472 TOTAL AREA OF PONDSEEDED SEASONAL POOL= 158 S.FPOND FRINGES = 119 S.F.TOTAL = 277 S.F.SEEDED SEASONAL POND AREA = 158 S.FSEEDED POND FRINGES AREA = 119 S.F.277 S.F.277 S.F.277 S.F.595959595959594040404040404063636363636363 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 1 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 5 7 5 7 5 7 5 7 5 7 5 7 L 2 . 0 2 S T R E A M A N D W E T L A N D E N H A N C E M E N T P L A N T L E G E N D A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5)STREAM AND WETLAND- PLANTING DETAILS 11x17.dwg - SHEET: L2.02 Nov. 18, 19 - 10:51 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D O R E G O N A S H / F R A X I N U S L A T I F O L I A F A C W 2 - 3 - 4 - 5 P A C I F I C W I L L O W / S A L I X L A S I A N D R A F A C W 3 - 4 - 5 S I T K A W I L L O W / S A L I X S I T C H E N S I S F A C W 3 - 4 - 5 R E D O S I E R D O G W O O D / C O R N U S A L B A F A C W 3 - 4 - 5 C O A S T A L W I L L O W / S A L I X H O O K E R I A N A F A C W 3 - 4 - 5 D O U G L A S ' M E A D O W S W E E T / S P I R A E A D O U G L A S I I F A C W 3 - 4 - 5 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N Z O N E 3 - S M A L L C O N T A I N E R P L A N T I N G S 1 8 7 2 T O T A L A R E A P R O V I D E D Z O N E 3 5 0 , 7 6 1 S . F . / 1 . 1 7 A C R E S E E D M I X : W O O D Y P L A N T S 1 6 0 0 X 1 . 1 7 A C R E = 1 8 7 2 7 5 % S H R U B S = 1 4 0 4 2 5 % T R E E S = 4 6 8 T O T A L P L A N T S Z O N E 3 S C H E D U L E A N D P L A N T I N G L E G E N D S : T R E E S Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 5 0 , 7 6 1 S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S H R U B S 1 G A L 1 G A L 1 G A L 2 3 4 2 3 4 3 5 1 1 G A L 1 G A L 1 G A L 5 0 , 7 6 1 S . F . / 1 . 1 7 A C R E 3 5 1 3 5 1 3 5 1 P L A N T P E R D E T A I L 4 S H E E T L 5 . 0 3 O R E G O N A S H / F R A X I N U S L A T I F O L I A F A C W 2 - 3 - 4 - 5 P A C I F I C W I L L O W / S A L I X L A S I A N D R A F A C W 3 - 4 - 5 S I T K A W I L L O W / S A L I X S I T C H E N S I S F A C W 3 - 4 - 5 R E D O S I E R D O G W O O D / C O R N U S A L B A F A C W 3 - 4 - 5 C O A S T A L W I L L O W / S A L I X H O O K E R I A N A F A C W 3 - 4 - 5 D O U G L A S ' M E A D O W S W E E T / S P I R A E A D O U G L A S I I F A C W 3 - 4 - 5 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N Z O N E 3 - S M A L L C O N T A I N E R P L A N T I N G S 1 8 7 2 T O T A L A R E A P R O V I D E D Z O N E 3 5 0 , 7 6 1 S . F . / 1 . 1 7 A C R E S E E D M I X : W O O D Y P L A N T S 1 6 0 0 X 1 . 1 7 A C R E = 1 8 7 2 7 5 % S H R U B S = 1 4 0 4 2 5 % T R E E S = 4 6 8 T O T A L P L A N T S Z O N E 3 S C H E D U L E A N D P L A N T I N G L E G E N D S : T R E E S Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E A M E R I C A N S L O U G H G R A S S / B E C K M A N N I A S Y Z I G A C H N E O B L 2 - 3 5 L B S P L S / A C R E 5 0 , 7 6 1 S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S H R U B S 1 G A L 1 G A L 1 G A L 2 3 4 2 3 4 3 5 1 1 G A L 1 G A L 1 G A L 5 0 , 7 6 1 S . F . / 1 . 1 7 A C R E 3 5 1 3 5 1 3 5 1 P L A N T P E R D E T A I L 4 S H E E T L 5 . 0 3 S E A S O N A L P O N D T Y P I C A L P L A N T I N G P L A N M I T I G A T I O N E N H A N C E M E N T T Y P I C A L P L A N T I N G P L A N Z O N E S 3 - 5 6.0' S L O P E H I G H L O W S E E D E D S E A S O N A L P O N D Z O N E 2 Z O N E 4 F R I N G E P L A N T I N G Z O N E 2 N O T E : B A R E R O O T P L A N T S M A Y B E S U B S T I T U T E D F O R C O N T A I N E R P L A N T S W I T H A P P R O V A L L 2 . 0 3 S T R E A M A N D W E T L A N D E N H A N C E M E N T P L A N T L E G E N D DIAMETER OFROOT BALL + 12"DEPTHROOTBALL 1"DEPTH - 2"ROOT BALLROOTBALL + 12"DIAMETER OF 30" MIN.NOTE: O F R O O T B A L L 2 X D I A M E T E R 1 1/2 X ROOTCO N I F E R T R E E G U Y I N G D E T A I L L 2 . 0 3 3 N O L E S S T H A N 2 ' ' A B O V E F I N A L G R A D E F I N I S H G R A D E SHRUB PLANTING DETAILL2.03 2 TREE STAKING DETAILL2.03 1 ' C H A I N L O C K " T R E E T I E S O R B L A C K F L E X G A R D E N H O S E C O V E R I N G T W I S T S T R A N D S A R O U N D E A C H O T H E R M I N . 3 G U Y S @ 1 2 0 ° A P A R T S E T R O O T C R O W N N O M O R E T H A N 4 ' ' A B O V E F I N I S H E D G R A D E M U L C H A S S P E C I F I E D K E E P M U L C H C L E A R O F T R U N K B A S E C U T A N D R E M O V E T W I N E A N D B U R L A P F R O M T O P A N D S I D E S O F R O O T B A L L . ( R E M O V E A L L W I R E B A S K E T ) 2 x 2 W O O D S T A K E S O R M E T A L T R E E A N C H O R S A S A P P R O V E D . A M E N D E D N A T I V E S O I L / B A C K F I L L P L A N T I N G M I X P E R S P E C I F I C A T I O N S T I L L E D , A M E N D E D , A N D M O U N D E D N A T I V E S U B S O I L 1. TIE BRIG H T L Y C O L O R E D P . V . C . R I B B O N O N W I R E G U Y S . ( M I N . 1 P E R G U Y . ) ) 2. IN LAWN A R E A S C U T T R E E C I R C L E A T 1 2 ' R A D I U S F R O M T R U N K . MULCH AS SPECIFIEDKEEP MULCH CLEAROF TRUNK BASE2"X 2"X 8' WOOD STAKESSET OUTSIDE ROOTBALL ONWINDWARD AXIS (REMOVEAFTER ONE YEAR)BACKFILL SOILNOTE: STAKE ALL EVERGREEN TREESLESS THAN 4" CALIPER. DO NOT STAKEVINE MAPLES. TREES 1 1/2" CALIPERAND LESS SHALL BE STAKED WITH ASINGLE WOOD STAKE UNLESSOTHERWISE SPECIFIED.3' UNDER FIRST LIMBS OR 5' HIGH.WHICH EVER IS LOWEST.CUT AND REMOVE TWINE,BURLAP, AND WIRE BASKETFROM TOP AND SIDES OFROOTBALL.FINISH GRADE GALV STEEL WIRE; LOOSETO ALLOW 4" OF MOVEMENTIN ALL DIRECTIONS "GROW STRAIGHT" TREE TIESMULCH AS SPECIFIED, KEEPMULCH CLEAR OF SHRUBSTEM BASEBACKFILL SOILFINISHED GRADESCARIFY EDGES AND BOTTOMOF HOLE Z O N E 3 - 5 P L A N T I N G D E T A I L L 2 . 0 3 4 A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5)STREAM AND WETLAND- PLANTING DETAILS 11x17.dwg - SHEET: L2.03 Nov. 18, 19 - 10:51 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D GENERAL NOTES: LANDSCAPE PLAN1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SH A L L D E T E R M I N E I N T H E F I E L D T H E A C T U A L L O C A T I O N S A N D E L E V A T I O N S O F A L L EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUC T I O N . 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITION S H A V E B E E N C O R R E C T E D . V E R I F Y L I M I T S O F W O R K B E F O R E S T A R T I N G . 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO OWNER.4.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS.5.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENT A T I O N S O F R E Q U I R E D M A T E R I A L S . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TA G A N D T H E Q U A N T I T Y O F G R A P H I C S Y M B O L S S H O W N , T H E G R A P H I C S Y M B O L QUANTITY SHALL GOVERN6.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF SPRINKLER AND DRAINAGE SYSTEMS.7.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WI T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F T H E O D R . E X I S T I N G V E G E T A T I O N T O REMAIN SHALL BE PROTECTED AS DIRECTED BY THE OWNER.8.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY OWNER TO ADJUST TREE LOCATIO N S . 9.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE OWN E R . M A I N T A I N T R E E S , S H R U B S , A N D O T H E R P L A N T S U N T I L F I N A L A C C E P T A N C E OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER.10.REMOVE EXISTING WEEDS FROM PROJECT SITE.11.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PL A N T S U B S T I T U T I O N S W I T H O U T P R I O R W R I T T E N A P P R O V A L T H A T D O N O T COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE R E Q U I R E D T O B E R E P L A C E D W I T H P L A N T M A T E R I A L S T H A T A R E I N C O M P L I A N C E WITH THE DRAWINGS.12.ALL LARGE ACCENT PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND W I T H O U T D E F E C T S S U C H A S S U N S C A L D , A B R A S I O N S , I N J U R I E S A N D DISFIGUREMENT.13.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD R E S U L T S C A U S E D B Y R E D U C T I O N I N S I Z E A N D / O R Q U A N T I T Y O F P L A N T M A T E R I A L S . FOUR-LINE HONEYSUCKLE / LONICERA INVOLUCRATA F A C 4 - 5 OREGON CRABAPPLE / MALUS FUSCA FACW 4 - 5 PACIFIC NINEBARK / PHYSOCARPUS CAPITATUS F A C W 4 - 5 OREGON ASH / FRAXINUS LATIFOLIA FACW 2 - 3 - 4 - 5 PACIFIC WILLOW / SALIX LASIANDRA FACW 3 - 4 - 5 SITKA WILLOW / SALIX SITCHENSIS F A C W 3 - 4 - 5 RED OSIER DOGWOOD / CORNUS ALBA F A C W 3 - 4 - 5 COASTAL WILLOW / SALIX HOOKERIANA F A C W 3 - 4 - 5 DOUGLAS' MEADOWSWEET / SPIRAEA DOUGLASII F A C W 3 - 4 - 5 QUANTITYCOMMON NAME / BOTANICAL NAME: STATUS Z O N E S I Z E & D E S C R I P T I O N ZONE 4- SMALL CONTAINER PLANTINGS6000TOTAL AREA PROVIDED ZONE 4163,669 S.F. / 3.75 ACRESEED MIX:WOODY PLANTS1600 X 3.75 ACRE= 600075% SHRUBS= 450025% TREES= 1500 TOTAL PLANTS ZONE 4 SCHEDULE AND PLANTING LEGENDS:TREESQUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E 163,669 S.F. QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SHRUBS 1 G A L 1 G A L 1 G A L 500500750 1 G A L 1 G A L 1 G A L 750750750 1 G A L 1 G A L 1 G A L 750 500750163,669 S.F. / 3.75 ACRE PLANT PER DETAIL 4 SHEET L5.03FOUR-LINE HONEYSUCKLE / LONICERA INVOLUCRATA F A C 4 - 5 OREGON CRABAPPLE / MALUS FUSCA FACW 4 - 5 PACIFIC NINEBARK / PHYSOCARPUS CAPITATUS F A C W 4 - 5 OREGON ASH / FRAXINUS LATIFOLIA FACW 2 - 3 - 4 - 5 PACIFIC WILLOW / SALIX LASIANDRA FACW 3 - 4 - 5 SITKA WILLOW / SALIX SITCHENSIS F A C W 3 - 4 - 5 RED OSIER DOGWOOD / CORNUS ALBA F A C W 3 - 4 - 5 COASTAL WILLOW / SALIX HOOKERIANA F A C W 3 - 4 - 5 DOUGLAS' MEADOWSWEET / SPIRAEA DOUGLASII F A C W 3 - 4 - 5 QUANTITYCOMMON NAME / BOTANICAL NAME: STATUS Z O N E S I Z E & D E S C R I P T I O N ZONE 4- SMALL CONTAINER PLANTINGS6000TOTAL AREA PROVIDED ZONE 4163,669 S.F. / 3.75 ACRESEED MIX:WOODY PLANTS1600 X 3.75 ACRE= 600075% SHRUBS= 450025% TREES= 1500 TOTAL PLANTS ZONE 4 SCHEDULE AND PLANTING LEGENDS:TREESQUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SEED MIXSPIKED BENT / AGROSTIS EXARATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E SLENDER HAIR GRASS / DESCHAMPSIA ELONGATA F A C W 3 - 4 - 5 2 L B S P L S / A C R E 163,669 S.F. QUANTITYCOMMON NAME / BOTANICAL NAME: S T A T U S Z O N E S I Z E & D E S C R I P T I O N SHRUBS 1 G A L 1 G A L 1 G A L 500500750 1 G A L 1 G A L 1 G A L 750750750 1 G A L 1 G A L 1 G A L 750 500750163,669 S.F. / 3.75 ACRE PLANT PER DETAIL 4 SHEET L5.03 F O U R - L I N E H O N E Y S U C K L E / L O N I C E R A I N V O L U C R A T A F A C 4 - 5 O R E G O N C R A B A P P L E / M A L U S F U S C A F A C W 4 - 5 P A C I F I C N I N E B A R K / P H Y S O C A R P U S C A P I T A T U S F A C W 4 - 5 O R E G O N A S H / F R A X I N U S L A T I F O L I A F A C W 2 - 3 - 4 - 5 P A C I F I C W I L L O W / S A L I X L A S I A N D R A F A C W 3 - 4 - 5 S I T K A W I L L O W / S A L I X S I T C H E N S I S F A C W 3 - 4 - 5 R E D O S I E R D O G W O O D / C O R N U S A L B A F A C W 3 - 4 - 5 C O A S T A L W I L L O W / S A L I X H O O K E R I A N A F A C W 3 - 4 - 5 D O U G L A S ' M E A D O W S W E E T / S P I R A E A D O U G L A S I I F A C W 3 - 4 - 5 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N 2 1 9 2 T O T A L A R E A P R O V I D E D Z O N E 5 5 9 , 8 3 5 S . F . / 1 . 3 7 A C R E S E E D M I X : W O O D Y P L A N T S 1 6 0 0 X 1 . 3 7 A C R E = 2 1 9 2 7 5 % S H R U B S = 1 6 4 4 2 5 % T R E E S = 5 4 8 T O T A L P L A N T S Z O N E 5 S C H E D U L E A N D P L A N T I N G L E G E N D S : T R E E S Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E 5 9 , 8 3 5 S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S H R U B S 1 G A L 1 G A L 1 G A L 1 8 3 1 8 3 2 7 4 1 G A L 1 G A L 1 G A L 2 7 4 2 7 4 2 7 4 1 G A L 1 G A L 1 G A L 2 7 4 1 8 2 2 7 4 5 9 , 8 3 5 S . F . / 1 . 3 7 A C R E Z O N E 5 - S M A L L C O N T A I N E R P L A N T I N G S P L A N T P E R D E T A I L 4 S H E E T L 5 . 0 3 F O U R - L I N E H O N E Y S U C K L E / L O N I C E R A I N V O L U C R A T A F A C 4 - 5 O R E G O N C R A B A P P L E / M A L U S F U S C A F A C W 4 - 5 P A C I F I C N I N E B A R K / P H Y S O C A R P U S C A P I T A T U S F A C W 4 - 5 O R E G O N A S H / F R A X I N U S L A T I F O L I A F A C W 2 - 3 - 4 - 5 P A C I F I C W I L L O W / S A L I X L A S I A N D R A F A C W 3 - 4 - 5 S I T K A W I L L O W / S A L I X S I T C H E N S I S F A C W 3 - 4 - 5 R E D O S I E R D O G W O O D / C O R N U S A L B A F A C W 3 - 4 - 5 C O A S T A L W I L L O W / S A L I X H O O K E R I A N A F A C W 3 - 4 - 5 D O U G L A S ' M E A D O W S W E E T / S P I R A E A D O U G L A S I I F A C W 3 - 4 - 5 Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N 2 1 9 2 T O T A L A R E A P R O V I D E D Z O N E 5 5 9 , 8 3 5 S . F . / 1 . 3 7 A C R E S E E D M I X : W O O D Y P L A N T S 1 6 0 0 X 1 . 3 7 A C R E = 2 1 9 2 7 5 % S H R U B S = 1 6 4 4 2 5 % T R E E S = 5 4 8 T O T A L P L A N T S Z O N E 5 S C H E D U L E A N D P L A N T I N G L E G E N D S : T R E E S Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S E E D M I X S P I K E D B E N T / A G R O S T I S E X A R A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E S L E N D E R H A I R G R A S S / D E S C H A M P S I A E L O N G A T A F A C W 3 - 4 - 5 2 L B S P L S / A C R E 5 9 , 8 3 5 S . F . Q U A N T I T Y C O M M O N N A M E / B O T A N I C A L N A M E : S T A T U S Z O N E S I Z E & D E S C R I P T I O N S H R U B S 1 G A L 1 G A L 1 G A L 1 8 3 1 8 3 2 7 4 1 G A L 1 G A L 1 G A L 2 7 4 2 7 4 2 7 4 1 G A L 1 G A L 1 G A L 2 7 4 1 8 2 2 7 4 5 9 , 8 3 5 S . F . / 1 . 3 7 A C R E Z O N E 5 - S M A L L C O N T A I N E R P L A N T I N G S P L A N T P E R D E T A I L 4 S H E E T L 5 . 0 3 N O T E : B A R E R O O T P L A N T S M A Y B E S U B S T I T U T E D F O R C O N T A I N E R P L A N T S W I T H A P P R O V A L L 2 . 0 4 S T R E A M A N D W E T L A N D E N H A N C E M E N T P L A N T L E G E N D A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5)STREAM AND WETLAND- PLANTING DETAILS 11x17.dwg - SHEET: L2.04 Mar. 6, 20 - 10:09 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D C . W . S . C O N D I T I O N S F O R V E G E T A T I V E C O R R I D O R , M I T I G A T I O N A R E A S A N D S W A L E S : 1 . C L E A N W A T E R S E R V I C E S S H A L L B E N O T I F I E D 7 2 H O U R S P R I O R T O T H E S T A R T A N D C O M P L E T I O N O F E N H A N C E M E N T / R E S T O R A T I O N A C T I V I T I E S . E N H A N C E M E N T / R E S T O R A T I O N A C T I V I T I E S S H A L L C O M P L Y W I T H T H E G U I D E L I N E S P R O V I D E D I N A P P E N D I X A : L A N D S C A P E R E Q U I R E M E N T S ( R & O 0 7 - 2 0 : A P P E N D I X A ) . 2 . P R I O R T O I N S T A L L A T I O N O F P L A N T M A T E R I A L S , A L L I N V A S I V E V E G E T A T I O N S U C H A S H I M A L A Y A N B L A C K B E R R Y , E N G L I S H I V Y , A N D E N G L I S H H A W T H O R N , W I T H I N T H E V E G E T A T E D C O R R I D O R S H A L L B E R E M O V E D . D U R I N G R E M O V A L O F I N V A S I V E V E G E T A T I O N C A R E S H A L L B E T A K E N T O M I N I M I Z E I M P A C T S T O E X I S T I N G N A T I V E T R E E S A N D S H R U B S P E C I E S . 3 . R E M O V A L O F I N V A S I V E N O N - N A T I V E S P E C I E S B Y H A N D I S R E Q U I R E D I N A L L V E G E T A T E D C O R R I D O R S R A T E D " G O O D " . R E P L A N T I N G I S R E Q U I R E D I N A N Y C L E A R E D A R E A S L A R G E R T H A N 2 5 S Q U A R E F E E T . 4 . P L A N T I N G S S H A L L B E T A G G E D F O R D O R M A N T S E A S O N I D E N T I F I C A T I O N . T A G S T O R E M A I N O N P L A N T M A T E R I A L A F T E R P L A N T I N G F O R M O N I T O R I N G P U R P O S E S . 5 . F I N A L C O N S T R U C T I O N P L A N S S H A L L C L E A R L Y D E P I C T T H E L O C A T I O N A N D D I M E N S I O N S O F T H E S E N S I T I V E A R E A A N D T H E V E G E T A T E D C O R R I D O R ( I N D I C A T I N G G O O D , M A R G I N A L , O R D E G R A D E D C O N D I T I O N ) . S E N S I T I V E A R E A B O U N D A R I E S S H A L L B E M A R K E D I N T H E F I E L D . 6 . P R O T E C T I O N O F T H E V E G E T A T E D C O R R I D O R S A N D A S S O C I A T E D S E N S I T I V E A R E A S S H A L L B E P R O V I D E D B Y T H E I N S T A L L A T I O N O F P E R M A N E N T F E N C I N G A N D S I G N A G E B E T W E E N T H E D E V E L O P M E N T A N D T H E O U T E R L I M I T S O F T H E V E G E T A T E D C O R R I D O R S . S I G N A G E S H A L L M E E T T H E R E Q U I R E M E N T S O F S T A N D A R D D E T A I L 7 9 0 . 7 . N O S T R U C T U R E S , D E V E L O P M E N T , C O N S T R U C T I O N A C T I V I T I E S , G A R D E N S , L A W N S , A P P L I C A T I O N O F C H E M I C A L S , U N C O N T A I N E D A R E A S O F H A Z A R D O U S M A T E R I A L S A S D E F I N E D B Y O R E G O N D E P A R T M E N T O F E N V I R O N M E N T A L Q U A L I T Y , P E T W A S T E S , D U M P I N G O F M A T E R I A L S O F A N Y K I N D , O R O T H E R A C T I V I T I E S S H A L L B E P E R M I T T E D W I T H I N T H E S E N S I T I V E A R E A W H I C H M A Y N E G A T I V E L Y I M P A C T W A T E R Q U A L I T Y , E X C E P T T H O S E A L L O W E D B Y S E C T I O N 3 . 0 4 A N D 3 . 0 5 . 8 . P R I O R T O A N Y S I T E C L E A R I N G , G R A D I N G O R C O N S T R U C T I O N T H E V E G E T A T E D C O R R I D O R A N D W A T E R Q U A L I T Y S E N S I T I V E A R E A S S H A L L B E S U R V E Y E D , S T A K E D , A N D T E M P O R A R I L Y F E N C E D P E R A P P R O V E D P L A N . D U R I N G C O N S T R U C T I O N T H E V E G E T A T E D C O R R I D O R S H A L L R E M A I N F E N C E D A N D U N D I S T U R B E D E X C E P T A S A L L O W E D B Y S E C T I O N 3 . 0 6 . 1 A N D P E R A P P R O V E D P L A N S . 9 . P R I O R T O A N Y A C T I V I T Y W I T H I N T H E S E N S I T I V E A R E A , T H E A P P L I C A N T S H A L L G A I N A U T H O R I Z A T I O N F O R T H E P R O J E C T F R O M O R E G O N D I V I S I O N O F S T A T E L A N D S ( D S L ) A N D U S A R M Y C O R P S O F E N G I N E E R S ( C O E ) . T H E A P P L I C A N T S H A L L P R O V I D E T H E D I S T R I C T O R I T S D E S I G N E E ( A P P R O P R I A T E C I T Y ) W I T H C O P I E S O F A L L D S L A N D C O E P R O J E C T A U T H O R I Z A T I O N P E R M I T S . 1 0 . A N A P P R O V E D O R E G O N D E P A R T M E N T O F F O R E S T R Y N O T I F I C A T I O N I S R E Q U I R E D F O R O N E O R M O R E T R E E S H A R V E S T E D F O R S A L E , T R A D E , O R B A R T E R , O N A N Y N O N - F E D E R A L L A N D S W I T H I N T H E S T A T E O F O R E G O N . 1 1 . A P P R O P R I A T E B E S T M A N A G E M E N T P R A C T I C E S ( B M P ' s ) F O R E R O S I O N C O N T R O L , I N A C C O R D A N C E W I T H T H E C W S C H A P T E R 6 E R O S I O N P R O T E C T I O N A N D S E D I M E N T C O N T R O L S H A L L B E U S E D P R I O R T O , D U R I N G , A N D F O L L O W I N G E A R T H D I S T U R B I N G A C T I V I T I E S . 1 2 . P R I O R T O C O N S T R U C T I O N , A S T O R M W A T E R C O N N E C T I O N P E R M I T F R O M T H E D I S T R I C T O R I T S D E S I G N E E I S R E Q U I R E D P U R S U A N T T O O R D I N A N C E 2 7 , S E C T I O N 4 . B . 1 3 . T H E D I S T R I C T O R C I T Y / C O U N T Y M A Y R E Q U I R E A N E A S E M E N T O V E R T H E V E G E T A T E D C O R R I D O R C O N V E Y I N G S T O R M , S U R F A C E W A T E R M A N A G E M E N T , A N D / O R S A N I T A R Y S E W E R R I G H T S T O T H E D I S T R I C T O R C I T Y T H A T W O U L D P R E V E N T T H E O W N E R O F T H E V E G E T A T E D C O R R I D O R F R O M A C T I V I T I E S A N D U S E S I N C O N S I S T E N T W I T H T H E P U R P O S E O F T H E C O R R I D O R A N D A N Y E A S E M E N T S T H E R E I N . 1 4 . I N T H E E V E N T O F F L O O D P L A I N G R A D I N G , O V E R - E X C A V A T T H E S U B G R A D E T O E N S U R E 1 2 " O F T O P S O I L C A N B E A P P L I E D W I T H O U T I M P A C T I N G S U R F A C E W A T E R E L E V A T I O N . 1 5 . R E M O V A L O F N A T I V E , W O O D Y V E G E T A T I O N S H A L L B E L I M I T E D T O T H E G R E A T E S T E X T E N T P R A C T I C A B L E . 1 6 . S H O U L D F I N A L D E V E L O P M E N T P L A N S D I F F E R S I G N I F I C A N T L Y F R O M T H O S E S U B M I T T E D F O R R E V I E W B Y T H E D I S T R I C T , T H E A P P L I C A N T S H A L L P R O V I D E U P D A T E D D R A W I N G S , A N D I F N E C E S S A R Y , O B T A I N A R E V I S E D S E R V I C E P R O V I D E R L E T T E R . 1 7 . F O R V E G E T A T E D C O R R I D O R S 5 0 F E E T W I D E O R G R E A T E R , T H E F I R S T 5 0 F E E T C L O S E S T T O T H E S E N S I T I V E A R E A S H A L L B E E Q U A L T O O R B E T T E R T H A N A " G O O D " C O R R I D O R C O N D I T I O N A S D E F I N E D I N S E C T I O N 3 . 1 4 . 2 T A B L E 3 - 3 . 1 8 . F O R V E G E T A T E D C O R R I D O R S L E S S T H A N 5 0 F E E T W I D E , T H E E N T I R E V E G E T A T E D C O R R I D O R S H A L L B E E Q U A L T O O R B E T T E R T H A N A " G O O D " C O R R I D O R C O N D I T I O N A S D E F I N E D I N S E C T I O N 3 . 0 2 . 7 , T A B L E 3 - 3 . 1 9 . E N H A N C E M E N T / R E S T O R A T I O N O F T H E V E G E T A T E D C O R R I D O R S H A L L B E P R O V I D E D I N A C C O R D A N C E W I T H R & O 0 7 - 2 0 , A P P E N D I X A . 2 0 . P R I O R T O A N Y S I T E C L E A R I N G , G R A D I N G O R C O N S T R U C T I O N , T H E A P P L I C A N T S H A L L P R O V I D E T H E D I S T R I C T W I T H T H E R E Q U I R E D V E G E T A T E D C O R R I D O R E N H A N C E M E N T / R E S T O R A T I O N P L A N I N C O M P L I A N C E W I T H R & O 0 7 - 2 0 . 2 1 . M A I N T E N A N C E A N D M O N I T O R I N G R E Q U I R E M E N T S S H A L L C O M P L Y W I T H S E C T I O N 2 . 1 1 . 2 O F R & O 0 7 - 2 0 . I F A T A N Y T I M E D U R I N G T H E W A R R A N T Y P E R I O D T H E L A N D S C A P I N G F A L L S B E L O W T H E 8 0 % S U R V I V A L L E V E L , T H E O W N E R S H A L L R E I N S T A L L A L L D E F I C I E N T P L A N T I N G A T T H E N E X T A P P R O P R I A T E P L A N T I N G O P P O R T U N I T Y A N D T H E T W O Y E A R M A I N T E N A N C E P E R I O D S H A L L B E G I N A G A I N F R O M T H E D A T E O F R E P L A N T I N G . 2 2 . P E R F O R M A N C E A S S U R A N C E S F O R T H E V E G E T A T E D C O R R I D O R S H A L L C O M P L Y W I T H S E C T I O N 2 . 0 6 . 2 , T A B L E 2 - 1 A N D S E C T I O N 2 . 1 0 , T A B L E 2 - 2 2 3 . F O R A N Y D E V E L O P M E N T S , W H I C H C R E A T E M U L T I P L E P A R C E L S O R L O T S I N T E N D E D F O R S E P A R A T E O W N E R S H I P , T H E D I S T R I C T S H A L L R E Q U I R E T H A T T H E S E N S I T I V E A R E A A N D V E G E T A T E D C O R R I D O R B E C O N T A I N E D I N A S E P A R A T E T R A C T A N D S U B J E C T T O A " S T O R M S E W E R , S U R F A C E W A T E R , D R A I N A G E A N D D E T E N T I O N E A S E M E N T O V E R I T S E N T I R E T Y " T O B E G R A N T E D T O T H E C I T Y O R C L E A N W A T E R S E R V I C E S . 2 4 . T H E W A T E R Q U A L I T Y S W A L E A N D D E T E N T I O N P O N D S H A L L B E P L A N T E D W I T H D I S T R I C T A P P R O V E D N A T I V E S P E C I E S , A N D D E S I G N E D T O B L E N D I N T O T H E N A T U R A L S U R R O U N D I N G S . 2 5 . S I T E P R E P A R A T I O N S : R E M O V E A L L N O N N A T I V E P L A N T M A T E R I A L S , I N C L U D I N G P L A N T S , R O O T S , A N D S E E D S P R I O R T O A D D I N G T O P S O I L ( S E E I V A M G U I D E L I N E S ) . T I L L T H E S U B - G R A D E I N T H E S E S A R E A S T O A D E P T H O F A T L E A S T 4 " A N D A D D A T L E A S T 1 2 " O F C L E A N C O M P O S T - A M E N D E D T O P S O I L . T H E C O M P O S T A M E N D E D T O P S O I L S H A L L H A V E T H E F O L L O W I N G C H A R A C T E R I S T I C S T O E N S U R E A G O O D G R O W I N G M E D I U M : A ) T E X T U R E - M A T E R I A L P A S S E S T H R O U G H O N E - I N C H S C R E E N B ) F E R T I L I T Y - 3 5 % O R G A N I C M A T T E R . 2 6 . S O I L P R E P A R A T I O N : T O E N S U R E O R G A N I C M A T T E R , L E A F C O M P O S T M A Y B E P L A C E D U N I F O R M L Y O N T O P S O I L . O T H E R A M E N D M E N T , C O N D I T I O N E R S , B I O - A M E N D M E N T S M A Y B E A D D E D A S N E E D E D T O S U P P O R T T H E S P E C I F I E D P L A N T S O R A D J U S T T H E S O I L P H . T R A D I T I O N A L F E R T I L I Z A T I O N T E C H N I Q U E S ( A P P L Y I N G N - P - K ) A R E N O T N E C E S S A R Y F O R N A T I V E P L A N T S A N D S H O U L D N O T B E U S E D . 2 7 . T I M I N G : C O N T A I N E R S T O C K S H A L L B E I N S T A L L E D O N L Y F R O M F E B R U A R Y 1 T H R O U G H M A Y 1 A N D O C T O B E R 1 T H R O U G H N O V E M B E R 1 5 . B A R E R O O T S T O C K S H A L L B E I N S T A L L E D O N L Y F R O M D E C E M B E R 1 5 T H O U G H A P R I L 1 5 . P L A N T I N G S O U T S I D E T H E S E T I M E S M A Y R E Q U I R E , A D D I T I O N A L M E A S U R E S T O E N S U R E S U R V I V A L . . 2 8 . E R O S I O N C O N T R O L : G R A D I N G , S O I L P R E P A R A T I O N , A N D S E E D I N G S H A L L B E P E R F O R M E D D U R I N G O P T I M A L W E A T H E R C O N D I T I O N S A N D A T L O W F L O W L E V E L S T O M I N I M I Z E S E D I M E N T I M P A C T S . S I T E D I S T U R B A N C E S H A L L B E M I N I M I Z E D A N D D E S I R A B L E V E G E T A T I O N R E T A I N E D , W H E R E P O S S I B L E . S L O P E S S H A L L B E G R A D E D T O S U P P O R T T H E E S T A B L I S H M E N T O F V E G E T A T I O N . W H E R E S E E D I N G I S U S E D F O R E R O S I O N C O N T R O L , A N A P P R O P R I A T E N A T I V E G R A S S , R E G R E E N ( O R I T S E Q U I V A L E N T ) , O R S T E R I L E W H E A T S H A L L B E U S E D T O S T A B I L I Z E S L O P E S U N T I L P E R M A N E N T V E G E T A T I O N I S E S T A B L I S H E D . B I O D E G R A D A B L E F A B R I C S ( C O I R , C O C O N U T O R A P P R O V E D J U T E M A T T I N G ( M I N I M U M 1 / 4 " S Q U A R E H O L E S ) M A Y B E U S E D T O S T A B I L I Z E S L O P E S A N D C H A N N E L S . F A B R I C S S U C H A S B U R L A P M A Y B E U S E D T O S E C U R E P L A N T P L U G S I N P L A C E A N D T O D I S C O U R A G E F L O A T I N G U P O N I N U N D A T I O N . N O P L A S T I C M E S H T H A T C A N E N T A N G L E W I L D L I F E I S P E R M I T T E D . C O N S U L T C H A P T E R 6 - E R O S I O N P R E V E N T I O N A N D S E D I M E N T C O N T R O L F O R A D D I T I O N A L I N F O R M A T I O N . 2 9 . M U L C H I N G : T R E E S , S H R U B S , A N D G R O U N D C O V E R P L A N T E D I N U P L A N D A R E A S S H A L L B E M U L C H E D A M I N I M U M O F T H R E E I N C H E S I N D E P T H A N D 1 8 I N C H E S I N D I A M E T E R , T O R E T A I N M O I S T U R E A N D D I S C O U R A G E W E E D G R O W T H A R O U N D N E W L Y I N S T A L L E D P L A N T M A T E R I A L . A P P R O P R I A T E M U L C H E S A R E M A D E F R O M C O M P O S T E D B A R K O R L E A V E S T H A T H A V E N O T B E E N C H E M I C A L L Y T R E A T E D . T H E U S E O F M U L C H I N F R E Q U E N T L Y I N U N D A T E D A R E A S S H A L L B E L I M I T E D , T O A V O I D A N Y P O S S I B L E W A T E R Q U A L I T Y I M P A C T S I N C L U D I N G T H E L E A C H I N G O F T A N N I N S A N D N U T R I E N T S , A N D T H E M I G R A T I O N O F M U L C H I N T O W A T E R W A Y S . 3 0 . P L A N T P R O T E C T I O N F R O M W I L D L I F E : D E P E N D I N G O N S I T E C O N D I T I O N S , A P P R O P R I A T E M E A S U R E S S H A L L B E T A K E N T O L I M I T W I L D L I F E - R E L A T E D D A M A G E ( S E E I V A M G U I D A N C E ) . 3 1 . I R R I G A T I O N : A P P R O P R I A T E P L A N T S E L E C T I O N , A L O N G W I T H A D E Q U A T E S I T E P R E P A R A T I O N A N D M A I N T E N A N C E , R E D U C E S T H E N E E D F O R I R R I G A T I O N . H O W E V E R , U N L E S S S I T E H Y D R O L O G Y I S C U R R E N T L Y A D E Q U A T E , A D I S T R I C T / C I T Y A P P R O V E D I R R I G A T I O N S Y S T E M O R E Q U I V A L E N T ( I . E . , P O L Y M E R , P L U S W A T E R I N G ) S H A L L B E U S E D D U R I N G T H E T W O - Y E A R P L A N T E S T A B L I S H M E N T P E R I O D . W A T E R I N G S H A L L B E A T A M I N I M U M R A T E O F A T L E A S T O N E I N C H P E R W E E K F R O M J U N E 1 5 T H R O U G H O C T O B E R 1 5 . O T H E R I R R I G A T I O N T E C H N I Q U E S , S U C H A S D E E P W A T E R I N G , M A Y B E A L L O W E D W I T H P R I O R A P P R O V A L B Y D I S T R I C T S T A F F . 3 2 . A C C E S S : M A I N T E N A N C E A C C E S S F O R P L A N T M A I N T E N A N C E S H A L L B E P R O V I D E D F O R S E N S I T I V E A R E A S A N D V E G E T A T E D C O R R I D O R S V I A A F I V E - F O O T E A S E M E N T O R S H A R E D B O U N D A R Y W I T H S T O R M W A T E R F A C I L I T I E S . S T O R M W A T E R F A C I L I T I E S A C C E S S R E Q U I R E M E N T S A R E P R O V I D E D I N C H A P T E R 4 . CWS WATER QUALITY SWALEL2.05 2 CWS VEGETATED COORIDOR SIGNL2.05 1CWS CONSTRUCTIO N N O T E S L 2 . 0 5 3 R A N D O M P L A N T I N G P A T T E R N Z O N E 2 L 2 . 0 5 4 R A N D O M L Y M I X P L A N T S P E C I E S A N D H E I G H T S O F F S E T P L A N T S T O A V O I D S T R A I G H T R O W S T Y P I C A L O . C . ( o n c e n t e r ) P L A N T I N G G R I D 6 " 6 " E X I S T I N G S U B G R A D E 1 8 " D i a . C I R C L E 2 " B A R K M U L C K A T # 1 C O N T A I N E R P L A N T I N G D E T A I L L 2 . 0 5 5 L O O S E N S O I L P R I O R T O P L A N T I N G F I R M L Y P A C K S O I L W I T H F O O T D O N O T B E N D O R B R E A K R O O T S . N O " J " O R " L " R O O T S P L A C E R O O T C O L L A R A B O V E G R A D E M O U N D F O R T E M P O R A R Y W A T E R B A S I N 2 - 3 " P L A N T I N G P I T S T O B E 1 2 " G R E A T E R T H A N T H E R O O T B A L L 12" MINIMUM R E M O V E B U R L A P O R C O N T A I N E R C L U M P & S C A T T E R P L A N T S S O T H A T A V E R A G E P L A N T I N G D E N S I T Y I S E Q U I V A L E N T T O G R I D S P A C I N G L 2 . 0 5 S T R E A M A N D W E T L A N D E N H A N C E M E N T P L A N T I N G D E T A I L S & N O T E S A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5)STREAM AND WETLAND- PLANTING DETAILS 11x17.dwg - SHEET: L2.05 Nov. 18, 19 - 9:47 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D 30"DRIVE LI V E W I L L O W S T A K E S THROUG H B U N D L E 36" MIN. L O N G S T A K E S A T 3 ' O . C . PLACE DEAD WEDGE STAKES(HARDWOOD)1-1/4" X 3-1/4" X 36" LONGSTAKES AT 2' O.C.18"PLACE:PLACE W I L L O W B U N D L E S E N D - T O - E N D OR SLIG H T L Y O V E R L A P P I N G T O F O R M A CONTI N U O U S P L A N T I N G . T I E W I T H A BIODEG R A D A B L E T W I N E . S E E S H E E T L5.01 PL A N F O R O V E R A L L L E N G T H T I E : T I E T O G E T H E R D O R M A N T B R A N C H E S 1 2 T O 2 I N C H E S I N D I A M E T E R A N D A T L E A S T 4 T O 6 F E E T L O N G . O R I E N T T H E C U T E N D S O F T H E B R A N C H E S I N O P P O S I T E D I R E C T I O N S T O C R E A T E A B U N D L E W I T H A 3 0 I N C H U N I F O R M D I A M E T E R . T I E B U N D L E S W I T H B I O D E G R A D A B L E T W I N E E V E R Y 1 T O 2 F E E T INSTALL:EXCAVATE TRENCH AND BURYBUNDLES APPROXIMATELY 1/4 THEDEPTH OF THE BUNDLE DIAMETERWITH SOIL, WATER AND TAMP INPLACE TO REMOVE AIR POCKETS.DRIVE STAKES AND LIVE WILLOWCUTTINGS THROUGH THE BUNDLE TOSECURE IT FIRMLY INTO THE TRENCH.DO NOT COVER THE BUNDLEENTIRELY TO ALLOW FOR GROWTH.2' O.C.3' O.C. C O I R L O G S B E Y O N D U P S T R E A M F I N I S H E D G R A D E L I V E W I L L O W S T A K E S B E Y O N D 3 0 " D I A . W I L L O W B U N D L E ( L I V E F A S C I N E S ) F I N A L G R A D E S H O U L D B E S M O O T H , F R E E O F R O C K S , S T I C K S , A N D E X I S T I N G V E G E T A T I O N . T H E B O T T O M L O G S H A L L M A I N T A I N S O L I D C O N T A C T W I T H T H E S O I L A N D B E I N S T A L L E D I N A M A N N E R T H A T M I N I M I Z E S G A P S B E T W E E N T H E B O T T O M O F T H E L O G A N D T H E U N D E R L Y I N G S U B S T R A T E . I N S T A L L L O G S A T T H E A P P R O X I M A T E N O R M A L W A T E R L E V E L . 1 3 O F T H E B O T T O M L O G S H O U L D B E S U B M E R G E D . D R I V E A L T E R N A T E L Y S P A C E D H A R D W O O D S T A K E S I N T O T H E S O I L A L O N G E I T H E R S I D E O F T H E L O G U N T I L T H E T O P O F T H E S T A K E I S A P P R O X . 4 " A B O V E T H E L O G . T H E S T A K E S S H O U L D B E A M I N . O F 3 6 " L O N G 1 . 2 5 " T H I C K , A N D S P A C E D 2 ' A P A R T . DRIVE ALTERNATELY SPACEDHARDWOOD STAKES INCLUDINGCENTER STAKE INTO THE SOIL ALONGEITHER SIDE OF THE WILLOW BUNDLEUNTIL THE TOP OF THE STAKE ISAPPROX. 4" ABOVE THE BUNDLE. C O I R L O G N O T E S : A L T E R N A T E L Y D R I V E N H A R D W O O D S T A K E S 1 5 " D I A . C O I R L O G S F L O W W A T E R L E V E L W I D E L O G G R A D E C O N T R O L S T R U C T U R E S E E D E T A I L 2 S H E E T L 5 . 0 6 D E A D W E D G E S T A K E S ( H A R D W O O D ) 1 - 1 / 4 " X 3 - 1 / 4 " X 3 6 " L O N G S T A K E S A T 2 ' O . C . D R I V E A L T E R N A T E L Y S P A C E D H A R D W O O D S T A K E S I N C L U D I N G C E N T E R S T A K E I N T O T H E S O I L A L O N G E I T H E R S I D E O F T H E W I L L O W B U N D L E U N T I L T H E T O P O F T H E S T A K E I S A P P R O X . 4 " A B O V E T H E B U N D L E . PLACE DEAD WEDGE STAKES(HARDWOOD)1-1/4" X 3-1/4" X 36" LONGSTAKES AT 2' O.C.DRIVE ALTERNATELY SPACEDHARDWOOD STAKES INCLUDINGCENTER STAKE INTO THE SOIL ALONGEITHER SIDE OF THE WILLOW BUNDLEUNTIL THE TOP OF THE STAKE ISAPPROX. 4" ABOVE THE BUNDLE.DRIVE LIVE W I L L O W S T A K E S THROUGH BU N D L E 36" MIN. LONG S T A K E S A T 3 ' O . C . PLACE:PLACE WILLO W B U N D L E S E N D - T O - E N D OR SLIGHTLY O V E R L A P P I N G T O F O R M A CONTINUOU S P L A N T I N G . T I E W I T H A BIODEGRADA B L E T W I N E . S E E S H E E T L5.01 FOR OV E R A L L L E N G T H A N D LOCATION. F I N I S H E D G R A D E TIE:TIE TOGE T H E R D O R M A N T B R A N C H E S 1 2 TO 2 INCH E S I N D I A M E T E R A N D A T LEAST 3 T O 4 F E E T L O N G . O R I E N T T H E CUT END S O F T H E B R A N C H E S I N OPPOSIT E D I R E C T I O N S T O C R E A T E A BUNDLE W I T H A 1 8 I N C H U N I F O R M DIAMETE R . T I E B U N D L E S W I T H BIODEGR A D A B L E T W I N E E V E R Y 1 T O 2 FEET INSTALL:EXCAVATE TRENCH AND BURYBUNDLES APPROXIMATELY 1/4 THEDEPTH OF THE BUNDLE DIAMETERWITH SOIL, WATER AND TAMP INPLACE TO REMOVE AIR POCKETS.DRIVE STAKES AND LIVE WILLOWCUTTINGS THROUGH THE BUNDLE TOSECURE IT FIRMLY INTO THE TRENCH.DO NOT COVER THE BUNDLEENTIRELY TO ALLOW FOR GROWTH.2' O.C.3' O.C.LIVE FASCINEL5.06 1 S I M U L A T E D B E A V E R D A M L 5 . 0 6 3 L O G E L E V A T I O N N O T C H 4" 18"-24" 4 ' - 0 " W E I R N O T C H @ 4 " D E P T H W E I R E L E V A T I O N I S N O T C H O V E R F L O W G R A D E 4" W E I R T O B E D O U G L A S F I R O R A P P R O V E D E Q U A L 1 8 " - 2 4 " D I A M E T E R T Y P I C A L 2 5 ' L E N G T H L O G G R A D E C O N T R O L S T R U C T U R E L 5 . 0 6 2 3 0 " D I A . W I L L O W B U N D L E ( B E A V E R D A M ) ( L I V E F A S C I N E S ) - B E Y O N D S E E D E T A I L 3 S H E E T L 5 . 0 6 L O G G R A D E C O N T R O L S T R U C T U R E B E A V E R D A M D E A D W E D G E S T A K E S ( H A R D W O O D ) - B E Y O N D W E I R N O T C H @ 4 " D E P T H W E I R E L E V A T I O N I S N O T C H O V E R F L O W G R A D E 2 5 ' 2 5 ' 2 5 ' O V E R L A P L O G S 2 ' M I N . B A C K F I L L A R O U N D S T R U C T U R E W I T H N A T I V E M A T E R I A L . S L O P E V A R I E S S L O P E V A R I E S O V E R A L L L E N G T H V A R I E S - S E E D R A W I N G S L 5 . 0 1 I N S T A L L ( 2 ) E A R T H A N C H O R S P E R L O G T O M A N U F A C T U R E R S S P E C I F I C A T I O N S V E R I F Y S O I L C O M P O S I T I O N A N D D E P T H A S N E C E S S A R Y P E R M A N U F A C T U R E R S D I R E C T I O N S . 1 / 4 " G A L V . C A B L E T H R O U G H C E N T E R O F L O G - S E C U R E C A B L E C O N N E C T I O N W I T H 1 / 4 " G A L V . U - B O L T D U C K B I L L E A R T H A N C H O R : M O D E L : 9 9 - D B 1 3 . 5 ' W I R E R O P E L E N G T H 1 / 4 " - 7 X 1 9 G A C - G A L V A N I Z E D W I R E R O P E H A N D D R I V E S T E E L : M O D E L : 8 8 D S - 8 8 , 4 ' L O N G 3 / 4 " R O U N D 4 ' L O N G H A N D D R I V E S T E E L W I T H L A R G E S T R I K I N G H E A D P O W E R D R I V E S T E E L : 4 ' D R I V E T I P T O U N D E R C O L L A R F O R U S E W I T H M E C H A N I Z E D J A C K H A M M E R . M A N U F A C T U R E R : M A C L E A N P O W E R S Y S T E M S O R A P P R O V E D E Q U A L . w w w . e a r t h a n c h o r . c o m 1 . 8 0 0 . 3 2 5 . 5 3 6 0 3 ' - 0 " A N C H O R W I L L O W A T 6 ' O . C . W I T H 6 " D I A M E T E R P I L E S W I T H A M I N . 5 ' E M B E D L 2 . 0 6 S T R E A M A N D W E T L A N D E N H A N C E M E N T S I M U L A T E D B E A V E R D A M A s - B u i l t D o c u m e n t s N:\proj\395-064\09 Drawings\05 Asbuilts\Sheets\Landscape\11 x 17\395064.(L5)STREAM AND WETLAND- BEAVER DAM DETAILS 11 x17.dwg - SHEET: L2.06 Nov. 18, 19 - 9:44 AM kelELEVATION DATUM: NGVD 29 P O L Y G O N N W C O M P A N Y G E O D E S I G N , I N C P a c i f i c C o m m u n i t y D e s i g n R i v e r T e r r a c e E a s t N o . 2 R E V I S I O N S D A T E D E S C R I P T I O N R E V I E W E D B Y : T Y P E : P R O J E C T N O . : C O N S T R U C T I O N 3 9 5 - 0 6 4 K E L [ T ] 5 0 3 - 9 4 1 - 9 4 8 4 [ F ] 5 0 3 - 9 4 1 - 9 4 8 5 7 / 1 8 / 2 0 1 9 A S - B U I L T S U B M I T T A L D A T E TC T I E 5 / 0 9 / 9 7 H C S D C R A E P A A L N E R E R E G I S O R E G O N T 3 6 9 D P G E 6 4 4 SD S D UTILITIES- SEE CIVIL DRAWINGS 7062 7063 7064 7065 7066 7067 7068 7069 4 DAYL 22 SF 5 DAYL 26 SF 115 MOND 100 SF 12 IRIS 22 SF 12 IRIS 23 SF 12 FOUN 62 SF 39 FOUN 210 SF 136 STRW 118 SF 48 MOND 42 SF 66 BLIL 57 SF 48 MOND 42 SF 194 STRW 168 SF 185 STRW 161 SF 87 BFES 170 SF 21 THAI 41 SF 152 THAI 298 SF 47 THAI 92 SF 258 MOND 225 SF 15 IRIS 30 SF 10 FOUN 53 SF 3 DAYL 16 SF 5 DAYL 26 SF 35 BLIL 30 SF 5 FOUN 24 SF 7 FOUN 35 SF 3 DAYL 12 SF 17 IRIS 33 SF 18 IRIS 35 SF 36 BLIL 32 SF 11 FOUN 58 SF 6 FOUN 31 SF 5 DAYL 26 SF 23 IRIS 45 SF 4 DAYL 21 SF 6 DAYL 30 SF 24 IRIS 46 SF 194 STRW 83 SF 66 BLIL 39 SF 44 MOND 38 SF 31 BFES 60 SF 38 STRW 33 SF 40 STRW 35 SF 46 MOND 40 SF 38 STRW 33 SF 3 DAYL 18 SF 7 FOUN 35 SF 79 STRW 69 SF 1 INCH FEET SCALE 0 10 10 10 5 L4.01 RIVER TERRACE BOULEVARD PLANTING PLAN RIVER TERRACE BOULEVARD - PLANTING PLAN1 THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. SEE SHEET L4.04 NOTE: 1 NOTES: 1. SEE SHEETS L1.01-L1.03 FOR STREET TREE PLANTING PLANS, LEGENDS, NOTES & DETAILS. 2. FIELD ADJUST TREES FOR VAULTS, LATERAL LINES & WATER METERS PER CITY OF TIGARD URBAN FORESTRY MANUAL. 3. PLANT QUANTITIES ARE TO MATCHLINE . 2 MA T C H L I N E S E E S H E E T L 4 . 0 2 RIVER TERRACE BOULEVARD - EAST SEE DRAWINGS L5.01-L5.06 RIVER TERRACE EAST CONSTRUCTION DOCUMENTS SW SC H O L L S F E R R Y R D ( C . R . N O . 3 1 1 0) S W 1 6 9 T H A V E . S W R I V E R T E R R A C E B O U L E V A R D SW S N O W D A L E S T . SW L U K E L A N E S W 1 6 7 T H A V E . SW B I R D S O N G S T R E E T SW A P P L E D A L E W A Y As-Built Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ B l v d \ 3 9 5 0 6 4 . ( L 4 ) R I V E R T E R R A C E B L V D - P L A N T I N G . d w g - S H E E T : L4 . 0 1 Ja n . 1 8 , 2 1 - 3: 0 6 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/18/2019AS-BUILT SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D 290 MOND 252 SF 107 FOUN 576 SF 281 BFES 550 SF 96 FOUN 520 SF 74 FOUN 399 SF 12 DAYL 64 SF3 DAYL 16 SF 5 DAYL 26 SF 119 MOND 104 SF 14 IRIS 28 SF 8 IRIS 15 SF 3 DAYL 16 SF 5 DAYL 26 SF 119 MOND 104 SF 17 IRIS 33 SF 9 IRIS 18 SF 20 FOUN 107 SF 30 FOUN 163 SF GEO TEXTILE ROOT CONTROL SYSTEM 2" BELOW SURFACE- 36" DEEP ALONG THE INSIDE OF WALLS AND CONTINUOUS AROUND VAULT SEE DETAIL 5 SHEET L4.03 SIGNAGE- SEE CIVIL DRAWINGS UTILITIES- SEE CIVIL DRAWINGS 42 ' 32' 9'- 6 " 4' 75° 90° 9'- 8 " 2 2 ' 27 ° 10 ' 6' 24" HGHT 18" HGHT 18" HGHT 18" HGHT 18" HGHT 24" HGHT 24" HGHT 1 INCH FEET SCALE 0 10 10 10 5 L4.02 RIVER TERRACE BOULEVARD PLANTING PLAN RIVER TERRACE BOULEVARD - PLANTING PLAN2 THE IRRIGATION SYSTEM IS DESIGN BUILD. ALL IRRIGATION COMPONENTS ARE TO BE SUPPLIED AND INSTALLED PER THE IRRIGATION SPECIFICATIONS. SEE SHEET L4.04 NOTE: NOTES: 1. SEE SHEETS L1.01-L1.03 FOR STREET TREE PLANTING PLANS, LEGENDS, NOTES & DETAILS. 2. FIELD ADJUST TREES FOR VAULTS, LATERAL LINES & WATER METERS PER CITY OF TIGARD URBAN FORESTRY MANUAL. 4. PLANT QUANTITIES ARE TO MATCHLINE . MA T C H L I N E S E E S H E E T L 4 . 0 1 1 2 SW SC H O L L S F E R R Y R D ( C . R . N O . 3 1 1 0) S W 1 6 9 T H A V E . S W R I V E R T E R R A C E B O U L E V A R D SW S N O W D A L E S T . SW L U K E L A N E S W 1 6 7 T H A V E . SW B I R D S O N G S T R E E T SW A P P L E D A L E W A Y LANDSCAPE WALL L4.02 2 LANDSCAPE WALL LAYOUT PLAN L4.02 1LANDSCAPE WALL SEE DETAIL 1 AND 2 THIS SHEET LANDSCAPE WALL SEE DETAIL 2 THIS SHEET EXISTING UTILITY VAULT TO REMAIN- SEE CIVIL DRAWINGS As-Built Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ B l v d \ 3 9 5 0 6 4 . ( L 4 ) R I V E R T E R R A C E B L V D - P L A N T I N G . d w g - S H E E T : L4 . 0 2 Ja n . 1 8 , 2 1 - 3: 0 6 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/18/2019AS-BUILT SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D CASCARA / RHAMNUS PURSHIANA: 2" CAL. TREES HARBOR BELLE HEAVENLY BAMBOO / NANDINA DOMESTICA 'GULF STREAM': 3 GAL. WHITE GROUND ROSE / ROSA X 'NOASCHNEE' P.P. #9573: 3 GAL. YELLOW YUCCA / HESPERALOE PARVIFLORA 'PERPA': 3 GAL. BAGATELLE DWARF JAPANESE BARBERRY / BERBERIS THUNBERGII 'BAGATELLA': 3 GAL. NORTHERN LIGHTS HAIR GRASS / DESCHAMPSIA CESPITOSA 'NORTHER LIGHTS'': 1 GAL. BOULEVARD PLANTING LEGEND NOTE: SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY 4 1. LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. SHRUBS SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY ORNAMENTAL GRASS, LAWN AND GROUNDCOVER SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY VINE MAPLE / ACER CIRCINATUM: 2" CAL., B&B INCENSE CEDAR / CALOCEDRUS DECURRENS: 8'-10' HT., B&B CODE 3 81 65 25 37 77 BIGLEAF MAPLE / ACER MAROPOHYLLUM: 2" CAL., B&B2 BRAKELIGHTS RED YUCCA / HESPERALOE PARVIFLORA 'PERPA': 2 GAL.41 BIRCH LEAF SPIREA / SPIRAEA BETULIFOLIA 'TOR': 2 GAL.37 32 ARCTIC FIRE RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW': 5 GAL. 67 DWARF RED TWIG DOGWOOD / CORNUS SERICEA 'KELSEYII': 2 GAL. BEACH STRAWBERRY / FRAGERIA 'CHILOENSIS': 4" POT, 12" O.C.786 SFSTRW CASSIAN'S CHOICE FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'CASSIAN'S'': 1 GAL., 30" O.C.2275 SFFOUN STARBURST EVERGREEN DAYLILY / HEMEROCALLIS X 'MONOLD'': 1 GAL., 30" O.C.344 SFDAYL TUFTED HAIRGRASS / DESCHAMPSIA CAESPITOSA: 1 GAL, 18" O.C.431 SFTHAI BIG BLUE LILYTURF / LIRIOPE MUSCARI 'BIG BLUE': 4" POT, 12" O.C.152 SFBLIL BOULDER BLUE FESCUE / FESTUCA GLAUCA 'BOULDER BLUE': 1 GAL, 18" O.C.781 SFBFES BLACK MONDO GRASS / OPHIOPOGON NIGRESCENS': 4" POT,12" O.C.947 SFMOND EDDIE'S WHITE WONDER DOGWOOD / CORNUS 'EDDIE'S WHITE WONDER: 2" CAL.1 CHOKECHERRY / PRUNUS VIRGINIANA: 2" CAL., B&B1 HOGAN CEDAR / THUJA PLICATA 'FASTIGIATA': 8'-10' HT., B&B3 10 TOUGH LEAF IRIS / IRIS TENAX: 1 GAL., 18" O.C.327 SFIRIS 904 421 64 220 175 399 399 167 3 PACIFIC SUNSET MAPLE MAPLE 56 CABARET JAPANSE SILVER GRASS / MISCANTHUS SINENSIS 'CABARET': 2 GAL. 56 DOUBLE FILE VIBURNUM / VIBURNUM P. TOMENTOSUM: 5 GAL. / ACER TRUNCATUM X ACER PLATANOIDES 'WARRENRED': 2" CAL., B&B 11 QUAKING ASPEN / POPULUS TREMULOIDES: 2" CAL ., B&B L4.03 RIVER TERRACE BOULEVARD PLANTING LEGEND, DETAILS & NOTES DIAMETER OF ROOT BALL 12" DE P T H RO O T B A L L 1" DE P T H - 2 " RO O T B A L L ROOTBALL 12" DIAMETER OF 30 " M I N . NOTE: OF ROOT BALL 2 X DIAMETER 1 1 / 2 X R O O T CONIFER TREE GUYING DETAIL L4.03 2 NO LESS THAN 2'' ABOVE FINAL GRADE FINISH GRADE BA L L D E P T H SHRUB PLANTING DETAIL L4.03 1 TREE STAKING DETAIL L4.03 3 GROUNDCOVER PLANTING DETAIL L4.03 4 'CHAIN LOCK" TREE TIES OR BLACK FLEX GARDEN HOSE COVERING TWIST STRANDS AROUND EACH OTHER MIN. 3 GUYS @ 120° APART SET ROOT CROWN NO MORE THAN 4'' ABOVE FINISHED GRADE MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKET) 2 x 2 WOOD STAKES OR METAL TREE ANCHORS AS APPROVED. AMENDED NATIVE SOIL / BACKFILL PLANTING MIX PER SPECIFICATIONS TILLED, AMENDED, AND MOUNDED NATIVE SUBSOIL 1. TIE BRIGHTLY COLORED P.V.C. RIBBON ON WIRE GUYS. (MIN. 1 PER GUY.)) 2. IN LAWN AREAS CUT TREE CIRCLE AT 12' RADIUS FROM TRUNK. MULCH AS SPECIFIED KEEP MULCH CLEAR OF TRUNK BASE 2"X 2"X 8' WOOD STAKES SET OUTSIDE ROOTBALL ON WINDWARD AXIS (REMOVE AFTER ONE YEAR) BACKFILL SOIL NOTE: STAKE ALL EVERGREEN TREES LESS THAN 4" CALIPER. DO NOT STAKE VINE MAPLES. TREES 1 1/2" CALIPER AND LESS SHALL BE STAKED WITH A SINGLE WOOD STAKE UNLESS OTHERWISE SPECIFIED. 3' UNDER FIRST LIMBS OR 5' HIGH. WHICH EVER IS LOWEST. CUT AND REMOVE TWINE, BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOTBALL. FINISH GRADE GALV STEEL WIRE; LOOSE TO ALLOW 4" OF MOVEMENT IN ALL DIRECTIONS "GROW STRAIGHT" TREE TIES MULCH AS SPECIFIED, KEEP MULCH CLEAR OF SHRUB STEM BASE BACKFILL SOIL FINISHED GRADE SCARIFY EDGES AND BOTTOM OF HOLE 12" THOROUGHLY TILLED SUBSOIL NOTE: TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIA. THOROUGHLY MIX INTO A DEPTH OF 6" 6" SPECIFIED BACKFILL SOIL FINISHED GRADE MULCH GROUNDCOVER PLANT GENERAL NOTES: LANDSCAPE PLAN 1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING. 3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. 4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE. 5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER OCCURS, PLANT TO LIMITS OF AREA AS SHOWN. 6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. 7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. 8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. 9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR. 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE LOCATIONS. 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER. 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED. 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT. 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. ROOT BARRIER DETAIL L4.03 5 As-Built Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ B l v d \ 3 9 5 0 6 4 . ( L 4 ) R I V E R T E R R A C E B L V D - P L A N T I N G D E T A I L S . d w g - S H E E T : L5 . 0 5 Ja n . 1 8 , 2 1 - 3: 0 6 P M mi c h e l l e . h u n d l e y ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/18/2019AS-BUILT SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D GENERAL NOTES: IRRIGATION PLAN 1. 3. 2.CONTRACTOR SHALL PLACE A COLOR CODED ZONE MAP OF THE IRRIGATION SYSTEM INSIDE OF IRRIGATION CONTROLLER. CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN. PLAN SHALL BE PREPARED, UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION, ON A REPRODUCIBLE SITE PLAN (PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT). AS-BUILT PLAN SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PRODUCT SUBSTITUTIONS BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS, MANUFACTURERS, AND MODELS NOT IN COMPLIANCE WITH THE SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE MANUFACTURERS AND MODELS WITHIN THE SPECIFICATIONS.L4.04 RIVER TERRACE BOULEVARD IRRIGATION SPECIFICATIONS As-Built Documents N: \ p r o j \ 3 9 5 - 0 6 4 \ 0 9 D r a w i n g s \ 0 5 A s b u i l t s \ S h e e t s \ L a n d s c a p e \ B l v d \ 3 9 5 0 6 4 . ( L 4 ) R I V E R T E R R A C E B L V D - I R R G A T I O N S P E C . d w g - S H E E T : L5 . 0 6 Ja n . 1 8 , 2 1 - 3: 1 1 P M mi c h e l l e . h u n d l e y ELEVATION DATU0 NGVD POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace East No. 2 REVISIONS DATE DESCRIPTION REVIEWED BY: TYPE: PROJECT NO.: CONSTRUCTION 395-064 KEL [T] 503-941-9484 [F] 503-941-9485 7/18/2019AS-BUILT SUBMITTAL DATE T C TI E 5/09/97 HC S D CRAEPA A L N EREREGIS OREGON T 369 D