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River Terrace NorthwestTRACT Y SW ROY ROGERS ROAD SW SATSUMA ROAD SW PUMPKIN VALLEY TERRACE SW C L E M E N T I N E ST R E E T SW SA B R I N A A V E N U E S W H O L L Y R I D G E SW B E A C H P L U M T E R R A C E SW APPL E G R O V E T E R R A C E SW F O R E S T H O L L O W S T R E E T SW S H A D O W T R A I L S T R E E T SW A M E L I A S T R E E T SW AUBERGINE TERRACE 144 151 145 146 139 147 140 148 141 TRACT BB 142 149 143 150 138 129 137 127 136 126 135125 134 124 133 123 132 122 131 128 130 50 48 47 46 49 45 444342414039 TRACT AA 57 55 54 53 52 51 56 104 121 111 107 114 118 110 106 115 119 109 105 116 120 108 113 117 103 112 96 91 92 102 101 100 98 97 82 837678798081 71 69 68 67 66 65 64 93 94 95 90 89 88 86 85 998770 77 84 73 74 75 TRACT V 72 58 34 63 62 61 60 59 31 32 33 38363735 19 26 20 21 22 23 17 24 25 28 27 18 30 29 TRACT W TRACT O 123 6 8 45 7 9 15 10 1112 13 14 16 TRACT T TRACT U TRAC T N S W S C H O L L S F E R R Y R O A D SW 175T H A V E N U E SW 175TH PLACE TRACT X SW G R A N I T A L A N E SW C A L A B A S H T E R R . Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 ) C O V E R . d w g - S H E E T : 22 x 3 4 Ap r . 1 8 , 1 7 - 9: 3 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 1 COVER SHEET SCALE 1 INCH = 200 FEET 200 100 2000 TL 1500, 1600, 1800 & 1801 TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 6 W.M. CITY OF TIGARD WASHINGTON COUNTY, OREGON RIVER TERRACE NORTHWEST CONSTRUCTION PLANS SHEET INDEX CONT.: CR1 CURB RETURNS CR2 CURB RETURNS CR3 CURB RETURNS CR4 CURB RETURNS CR5 CURB RETURNS CR6 CURB RETURNS CR7 CURB RETURNS CR8 CURB RETURNS CR9 CURB RETURNS CR10 CURB RETURNS 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 L1.01 TREE CANOPY - PLANTING PLAN L1.02 TREE CANOPY - PLANTING PLAN L1.03 TREE CANOPY - PLANTING PLAN L1.04 TREE CANOPY - PLANTING PLAN L1.05 TREE CANOPY - LEGEND & NOTES L1.06 TREE CANOPY - SOIL VOLUMES, DETAILS & NOTES L2.01 OPEN SPACE - PLANTING PLAN L2.02 OPEN SPACE - PLANTING PLAN L2.03 OPEN SPACE - PLANTING PLAN L2.04 OPEN SPACE - LEGEND, NOTES & DETAILS L3.01 MITIGATION - PLANTING PLAN L3.02 MITIGATION - PLANTING PLAN L3.03 MITIGATION - LEGEND, NOTES & DETAILS L3.04 MITIGATION - CONSTRUCTION DETAILS L4.01 WATER QUALITY POND - LAYOUT PLAN L4.02 WATER QUALITY POND - LAYOUT PLAN L4.03 WATER QUALITY POND - GRADING PLAN L4.04 WATER QUALITY POND - GRADING PLAN L4.05 WATER QUALITY POND - PLANTING PLAN L4.06 WATER QUALITY POND - PLANTING PLAN L4.07 WATER QUALITY POND - LEGEND, NOTES & DETAILS L4.08 WATER QUALITY POND - CONSTRUCTION DETAILS L4.09 WATER QUALITY POND - CONSTRUCTION DETAILS L4.10 WATER QUALITY POND - CONSTRUCTION DETAILS L4.11 WATER QUALITY POND - CONSTRUCTION DETAILS L4.12 WATER QUALITY POND - CONSTRUCTION DETAILS L4.13 WATER QUALITY POND- CONSTRUCTION DETAILS L4.14 WATER QUALITY POND- IRRIGATION SPECIFICATION EC1 EROSION & SEDIMENT CONTROL COVER SHEET EC2.1 EXISTING CONDITIONS & DEMOLITION PLAN EC2.2 EXISTING CONDITIONS & DEMOLITION PLAN EC3.1 EROSION AND SEDIMENT CONTROL PLAN EC3.2 EROSION AND SEDIMENT CONTROL PLAN EC4 EROSION AND SEDIMENT CONTROL DETAILS WT-1 TITLE SHEET WT-2 WATERLINE LEGEND AND GENERAL NOTES WT-3 PLAN AND PROFILE WT-4 STANDARD DETAILS ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1) FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED IF THAT CHANGE WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO BE PLACES WITHIN THE PROHIBITED AREA. GROSS ACREAGE: 41.61 AC 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 CITY OF TIGARD WATER, [P] 503-718-2591 CLEAN WATER SERVICES, [P] 503-681-5100 CLEAN WATER SERVICES, [P] 503-681-5100 PORTLAND GENERAL ELECTRIC, [P] 503-736-5450 NORTHWEST NATURAL, [P] 503-721-2512 TUALATIN VALLEY FIRE & RESCUE, [P] 503-649-8577 WASHINGTON COUNTY SHERIFF, [P] 503-629-0111 BEAVERTON SCHOOL DISTRICT, [P] 503-356-4500 TUALATIN HILLS PARK & RECREATION, [P] 503-645-6433 FRONTIER, [P] 503-277-2383 WALKER GARBAGE SERVICE, [P] 503-531-6330 COMCAST, [P] 800-266-2278 UTILITIES & SERVICES: WATER: STORM: SEWER: POWER: GAS: FIRE: POLICE: SCHOOL: PARKS: PHONE: WASTE DISPOSAL: CABLE: BENCHMARK: POLYGON WLH, LLC 109 E. 13TH ST. VANCOUVER, WA 98660 [P] 503-221-1920 CONTACT: FRED GAST, SENIOR VICE PRESIDENT-DIVISION PRESIDENT CO-APPLICANTS: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KC SCHWARTZKOPH, P.E. CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: STACY CONNERY, AICP PLANNER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: KERRY LANKFORD, RLA, CLARB LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 [P] 503-941-9484 CONTACT: TRAVIS JANSEN, PLS, P.E. SURVEYOR: GEODESIGN, INC. 15575 SW SEQUOIA PARKWAY, SUITE 100 PORTLAND, OR 97224 [P] 503-968-8787 CONTACT: SHAWN DIMKE, G.E., P.E. TAX LOTS 1600, 1800 AND 1801: ARBOR ROAD, LLC TAX LOTS 1500: WALDEN HOLDING CORP. OWNERS: KITTELSON & ASSOCIATES, INC 610 SW ALDER STREET, STE 700 PORTLAND, OR 97205 [P] 503-228-5230 CONTACT: JULIA KUHN, P.E. TRAFFIC ENGINEER: NATURAL RESOURCE CONSULTANT: SWCA ENVIRONMENTAL CONSULTANTS 434 NW SIXTH AVENUE, STE 304 PORTLAND, OR 97209 [P] 503-224-0333 CONTACT: MIRTH WALKER, PWS, CWD 1 COVER SHEET 2 GENERAL CONSTRUCTION NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4.1 PROPOSED SITE PLAN 4.2 PROPOSED SITE PLAN 5.1 OVERALL GRADING PLAN 5.2 GRADING PLAN NORTH 5.3 GRADING PLAN SOUTH 6.1 LOT GRADING SECTIONS 6.2 LOT GRADING SECTIONS 6.3 WALL DETAILS 7.1 SW SABRINA AVE CULVERT CROSSING 7.2 CULVERT CROSSING DETAILS 7.3 CULVERT CROSSING DETAILS (2) 8 COMPOSITE UTILITY PLAN 9.1 SW SABRINA AVE STREET & STORM PLAN & PROFILE 9.2 SW SABRINA AVE STREET & STORM PLAN & PROFILE 10 SW FOREST HOLLOW ST STREET & STORM PLAN & PROFILE 11 SW SHADOW TRAIL ST STREET & STORM PLAN & PROFILE 12 SW AMELIA ST STREET & STORM PLAN & PROFILE 13 SW HOLLY RIDGE LN STREET & STORM PLAN & PROFILE 14.1 SW SATSUMA AVE STREET & STORM PLAN & PROFILE 14.2 SW SATSUMA AVE STREET & STORM PLAN & PROFILE 15.1 SW CLEMENTINE ST FUTURE STREET & STORM PLAN & PROFILE 15.2 SW CLEMENTINE ST & SW PUMPKIN VALLEY TER STREET & STORM PLAN & PROFILE 15.3 SDLN-3 STORM PLAN & PROFILE 16 SW APPLE GROVE TER STREET & STORM PLAN & PROFILE 17.1 SW AUBERGINE TER STREET & STORM PLAN & PROFILE 17.2 SW AUBERGINE TER & TRACT N STREET & STORM PLAN & PROFILE 18.1 SW BEACH PLUM TER STREET & STORM PLAN & PROFILE 18.2 TRACT A, R, & U STREET & STORM PLAN & PROFILE 19 SW GRANITA LN STREET & STORM PLAN & PROFILE 20.1 SW CALABASH TER STREET & STORM PLAN & PROFILE 20.2 SDLN-15 STORM PLAN & PROFILE 21.1 SWALE A-A & B-B 21.2 WATER QUALITY FACILITY PLAN 22.1 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE 22.2 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE 23 SW FOREST HOLLOW ST SANITARY SEWER & WATER PLAN & PROFILE 24 SW SHADOW TRAIL ST SANITARY SEWER & WATER PLAN & PROFILE 25 SW AMELIA ST SANITARY SEWER & WATER PLAN & PROFILE 26 SW HOLLY RIDGE LN & SSLN-L SANITARY SEWER & WATER PLAN & PROFILE 27.1 SW SATSUMA AVE SANITARY SEWER & WATER PLAN & PROFILE 27.2 SW SATSUMA AVE SANITARY SEWER & WATER PLAN & PROFILE 28.1 SW CLEMENTINE ST & SW PUMPKIN VALLEY TER SANITARY SEWER & WATER PLAN & PROFILE 28.2 SSLN-A SANITARY SEWER PLAN & PROFILE 29 SW APPLE GROVE TER SANITARY SEWER & WATER PLAN & PROFILE 30.1 SW AUBERGINE TER SANITARY SEWER & WATER PLAN & PROFILE 30.2 TRACT K WATER PLAN & PROFILE 31 SW BEACH PLUM TER SANITARY SEWER & WATER PLAN & PROFILE 32 SW GRANITA LN SANITARY SEWER & WATER PLAN & PROFILE 33.1 SW CALABASH TER SANITARY SEWER & WATER PLAN & PROFILE 33.2 SSLN-G SANITARY PLAN & PROFILE 34 TREE PRESERVATION AND REMOVAL PLAN 35 TREE PRESERVATION AND REMOVAL PLAN STAND 2 SHEET INDEX: SW BULL MOUNTAIN RD. SW SCHOLLS FERRY RD. S W R O Y R O G E R S R D . VICINITY MAP PROJECT SITE 2 CONSTRUCTION NOTES 1.AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2.THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 3.ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARDS. 4.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 5.COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE ¾"-0" GRAVEL. 6.ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. 7.A 4" X 4" X 8'-0", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. 8.FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE, 6" MJ, 5-1/4" MVO, 3-PORT (2-2½" NST HOSE CONNECTION, 1-4½" NST PUMPER), 1½" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION 9.EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1½ CUBIC YARDS OF CRUSHED 2" - ¾" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. 10.ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. 11.ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. 12.UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. 13.PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY KUPFERTE FOUNDRY, ST. LOUIS, MO 63102. THE SAMPLING STATION SHALL BE 2'-0" BURY, WITH A ¾" FIPT(FEMALE IRON PIPE THREAD) INLET, AND A ¾" UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL FLOW IN AN ALL-BRASS WATERWAY. ALL WORKING PARTS WILL BE OF BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A ¼" BALL VALVE SHALL BE PROVIDED IN PLACE OF THE ¼" PET COCK ON THE VENT PIPE. 14.WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. 15.ALL JOINTS TO BE RESTRAINED. 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 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 ) N O T E S . d w g - S H E E T : 2 Ap r . 1 8 , 1 7 - 9: 3 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 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 GRAVEL PATH TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED TYP. PAVED DRIVEWAY TO BE REMOVED TAX MAP 2S1W06 TAX LOT 1600 TAX MAP 2S1W06 TAX LOT 1500 TAX MAP 2S1W06 TAX LOT 1800 MM M G U C S W S C H O L L S F E R R Y R O A D ( C R 3 1 1 0 ) PERMANENT SLOPE EASEMENT 8.0' GRAVEL DRIVE REMOVE SECTION OF 10.0' GRAVEL DRIVE ACCESS TERMINATE AT PROPERTY LINE SLOPE, WATER, GAS, ELECTRIC, AND COMMUNICATION EASEMENT SLOPE AND DRAINAGE EASEMENT SW S C H O L L S H I G H W A Y 2 1 0 ( C R 3 4 8 ) EXISTING UTILITY POLE TO BE RELOCATED, TYP. SW ROY ROGERS ROAD (CR 3150) FENCE 3.5' WEST OF PL FENCE 5.5' WEST OF PL FENCE ON PL FENCE ON PL TAX MAP 2S1W06 TAX LOT 1900 EXISTING FENCE TO BE REMOVED TAX MAP 2S1W06 TAX LOT 1700 TAX MAP 2S1W06 TAX LOT 2900 CANOPY DRIP LINE WETLAND BUFFER WETLAND CREEK 210 2 2 0 2 3 0 2 4 0 2 5 0 26 0 27 0 28 0 29 0 212 214 216 21 8 22 2 22 4 2 2 6 2 2 8 2 3 2 2 3 4 2 3 6 2 3 8 2 4 2 2 4 4 2 4 6 2 4 8 25 2 25 4 25 6 25 8 26 2 26 4 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 28 6 28 8 29 2 29 4 2 1 0 2 2 0 2 3 0 2 4 0 25 0 26 0 27 0 28 0 290 300 310 3 1 0 31 0 320 33 0 2 0 4 2 0 6 2 0 8 2 1 2 2 1 4 2 1 6 2 1 8 2 2 2 2 2 4 2 2 6 2 2 8 2 3 2 2 3 4 2 3 6 23 8 2 4 2 24 4 246 248 25 2 25 4 25 6 25 8 26 2 26 4 26 6 26 8 27 2 27 4 27 6 27 8 28 2 28 4 2 8 6 288 292 294 296 298 30 2 30 4 3 0 6 30 8 31 2 314 31 6 31 8 322 324 326 32 8 33 2 33 4 23 0 24 0 250 260 270 22 4 22 6 22 8 232 234 236 238 24 2 244 246 248 252 254 256 258 262 264 266 268 272 274 276 2 6 0 27 0 280 256 2 5 8 2 6 2 2 6 4 2 6 6 2 6 8 2 7 2 2 7 4 2 7 6 2 7 8 2 1 0 22 0 23 0 24 0 22 0 23 0 24 0 2 0 0 2 1 0 2 2 0 230 EXISTING CULVERT TO BE REMOVED PROTECT SURVEY MONUMENT AT CENTER OF SECTION 6 LEGEND SIDEWALK PAVEMENT GRAVEL BUILDING WETLANDS POND/CREEK FENCE OVERHEAD WIRES SANITARY SEWER LINE STORM DRAIN LINE WATER LINE UTILITY POLE LIGHT POLE ELECTRICAL RISER GUY WIRE BOLLARD SANITARY SEWER MANHOLE STORM DRAIN MANHOLE 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 TREE PROTECTION FENCE EXISTING DECIDUOUS EXISTING CONIFEROUS EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING X X D S DYH P XOH XSS XSD XW T G M I U Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 ) E X S T . d w g - S H E E T : 3 Ap r . 1 8 , 1 7 - 9: 4 7 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 3 EXISTING CONDITIONS/ DEMOLITION PLAN SCALE 1 INCH = 100 FEET 100 50 1000 2+ 0 0 3+ 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1+ 0 0 2+ 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6+ 0 0 7+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 1 5 + 0 0 10+00 11+00 12+00 13+00 14+00 15+00 2+00 3+00 1 1 + 0 0 1 2 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 1 9 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 10+00 11+00 12+00 13+00 14+00 104 121 111107 114118 110 106 115 119 109 105 116 120 112108 113117 50 48 47 46 96 102 101 100 98 97 138 129 137 127 136 126 135 125 134 124 133 123 132 122 131 939495 9089888685 99 87 128 49 130 144 151145146 139 147 140 148 141 TRACT BB142 149143 150 162 165 167 168 157 58 59 45 44 43 42 41 40 39 38 36 37 166 TRACT D 163 161 TRACT C 159 158 152 TRACT B 156 155 154 153 TRACT A 172 173 170 171 174 178 177 176 175 TRACT F 169 TRACT E 164 160 35 TRACT AA 57 55 54 53 52 TRACT Z 51 56 103 84 SW R O Y R O G E R S R O A D SW SCH O L L S F E R R Y R O A D S W A P P L E G R O V E T E R R A C E SW FOREST HOLLOW STREET SW SHADOW TRAIL STREET SW AMELIA STREET SW A U B E R G I N E T E R R A C E SW S A T S U M A R O A D 6.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP 8.00' PUE, TYP 8.00' PUE, TYP 8.00' PUE, TYP 6.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 10.00' PRIVATE UTILITY EASEMENT L1 2 C 1 C3 C4 L3 L8 C5 C6 L 5 L6 C 7 C 8 C 9 C1 0 L10 L1 1 L14 C11 C12 10.00' LANDSCAPE BUFFER TRACT PAVEMENT SAWCUT LINE 6.00' PUE, TYP L1 L7 L13 L2 9 C 1 8 3.00' PUE, TYP L2 L4 L9 60 FUTURE CURB AND SIDEWALK UNDER SEPARATE PERMIT SW GRANITA LANE LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 LENGTH 50.97' 308.53' 1359.25' 133.27' 114.73' 152.98' 50.97' 184.44' 25.00' 255.14' 233.01' 640.82' 50.97' 462.69' 265.14' 97.86' BEARING S89° 51' 15"E S89° 46' 07"E S0° 08' 45"W S0° 08' 45"W S14° 46' 07"E S0° 08' 45"W S89° 51' 15"E S89° 46' 07"E N75° 13' 53"E S89° 46' 07"E S0° 52' 56"W S0° 52' 55"W S89° 51' 15"E S89° 46' 07"E S89° 51' 15"E S20° 24' 56"E LINE TABLE LINE # L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L29 L30 L31 LENGTH 274.69' 143.10' 79.72' 171.00' 401.59' 54.01' 172.05' 58.99' 196.18' 145.52' 83.39' 476.19' 172.39' 56.30' BEARING S0° 08' 45"W S14° 17' 43"W S26° 08' 28"W S89° 51' 15"E N0° 08' 45"E S50° 08' 59"E S31° 22' 10"E N85° 08' 45"E N60° 12' 37"E S31° 22' 10"E N68° 41' 10"E S0° 52' 55"W S31° 22' 10"E S54° 35' 04"W CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 RADIUS 1289.50' 285.00' 425.00' 975.00' 655.00' 745.00' 165.50' 200.00' 200.00' 275.00' 885.00' 515.00' 166.00' 1293.00' 974.50' 857.00' 38.00' 1125.00' 1131.89' 1131.89' 329.00' 329.00' 415.00' 63.00' 175.00' LENGTH 203.92' 312.20' 63.76' 147.74' 98.27' 112.89' 43.08' 37.98' 90.04' 124.77' 132.78' 78.03' 86.33' 248.66' 502.21' 123.59' 58.50' 315.42' 637.13' 584.94' 398.73' 118.07' 102.49' 98.96' 76.16' CHORD DIRECTION S3° 38' 54"E S23° 12' 10"W N85° 50' 52"E N85° 53' 26"E N85° 50' 52"E N85° 53' 26"E S7° 18' 41"E S20° 12' 33"E S12° 45' 07"E S13° 08' 37"W N85° 50' 52"E N85° 53' 26"E S35° 15' 01"E S25° 51' 37"E S16° 36' 21"E S27° 14' 17"E S67° 12' 37"E S7° 09' 01"E S15° 14' 38"E S16° 33' 53"E S55° 08' 05"E S10° 08' 05"E S7° 13' 14"W N45° 08' 45"E N72° 40' 41"E Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 4 ) S I T E . d w g - S H E E T : 4. 1 Ap r . 1 8 , 1 7 - 9: 5 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 4.1 SITE PLAN 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 SCALE 1 INCH = 50 FEET 50 25 500 MATCHLINE SITE PLAN SHEET 4.2 8+ 0 0 16 + 0 0 17 + 0 0 18+ 0 0 19+0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4+0 0 5+00 10+00 11+00 2+00 3+00 4+00 12+00 13 + 0 0 14 + 0 0 15 + 0 0 16 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 3 0 + 0 0 7+00 8+00 9+00 10+00 11+ 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 TRACT W 91 92 82 83 76 78 79 80 81 71 69 68 67 66 65 64 9089 7077 73 7475TRACT V TRACT U 72 TRACT O TRACT H 209 203 210 204 211 205 TRACT L 206 207 208 19 26 20 21 22 23 34 63 62 61 17 24 25 31 32 33 212 214 213 1 2 3 6 28 27 18 8 4 5 7 9 15 10 11 12 13 14 16 215 202 201 179 184 183 182 181 180 TRACT G TRACT T 30 29 35 S W R O Y R O G E R S R O A D SW S A T S U M A R O A D SW P U M P K I N V A L L E Y T E R R A C E SW CLEMENTINE STREET S W S A B R I N A A V E N U E SW H O L L Y R I D G E S W B E A C H P L U M T E R R A C E SW SABRINA AVENUE SW A U B E R G I N E T E R R A C E SW A P P L E G R O V E T E R R A C E 6.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP 3.00' PUE, TYP 6.00' PUE, TYP 6.00' PUE, TYP L31 C2 L1 9 L 2 3 C 1 3 C 1 4 C 1 5 L 2 6 L27 C 1 6 C1 7 30.00' SANITARY SEWER AND STORM SEWER EASEMENT 10.00' LANDSCAPE BUFFER TRACT PAVEMENT SAWCUT LINE CREEK WETLANDS 6.00' PUE, TYP PUMP STATION UNDER SEPARATE PERMIT WETLANDS BUFFERWETLANDS BUFFER WETLANDS BUFFER WETLANDS BUFFER 6.00' PUE, TYP 6.00' PUE, TYP 8.00' PUE, TYP L 3 0 C 1 9 C 2 0 L1 7 L1 8 L 1 6 L15 C 2 1 C 2 2 C2 3 L20 C2 4 L2 1 L 2 2 L24 C25 L25 WQ/DET FACILITY WQ/DET FACILITY VEGETATED CORRIDOR VEGETATED CORRIDOR TRACT X TRACT S S W C A L A B A S H T E R R A C E 185 190 TRACT J 195 TRACT I 200 196 197 198 199 194 193 192 191 189 188 187 186 TRACT M TRACT CC Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 4 ) S I T E . d w g - S H E E T : 4. 2 Ap r . 1 8 , 1 7 - 9: 5 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 4.2 SITE PLAN SCALE 1 INCH = 50 FEET 50 25 500 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 BUILDING SETBACK 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 MATCHLINE SITE PLAN SHEET 4.1 TRACT W 104 121 111 107 114 118 110 106 115 119 109 105 116 120 112 108 113 117 50 48 47 46 96 91 92 102 101 100 98 97 82 837678798081 138 129 137 127 136 126 135 125 134 124 133 123 132 122 131 71 69 68 67 66 65 64 93 94 95 90 89 88 86 85 9987 128 49 130 70 77 73 74 75 TRACT V TRACT U 72 144 151 145 146 139 147 140 148 141 TRACT BB 142 149 143 150 TRACT O TRACT H 209 203 210 204 211 205 162 TRACT L 165 206 167 207 168 208 157 19 26 20 21 22 23 58 34 63 62 61 60 59 45 444342414039 17 24 25 31 32 33 383637 166TRACT D 163 161TRACT C 159158 152TRACT B156155154153 TRACT A 212 214213 1 2 3 6 28 27 18 8 4 5 7 9 15 10 11 12 13 14 16 172173 170171 215 202 201 179184183182181180TRACT G 174178177176175TRACT F 169 TRACT E 164 160 TRACT T 30 29 35 TRACT AA 57 55 54 53 52 51 56 10384 T R A C T N 23 5 24 0 24 0 24 0 2 4 0 24 0 24 5 25 0 25 5 23 2 23 3 23 4 23 6 23 7 23 8 23 9 24 1 24 1 24 1 24 2 24 3 24 4 24 6 24 7 24 8 24 9 25 1 25 2 25 3 25 4 25 6 25 7 258 2 5 8 2 5 8 240 24 5 25 0 255 260 260 241 24 2 24 3 24 4 24 6 24 7 24 8 24 9 25 1 25 2 25 3 254 2 5 6 256 25 6 257 25 7 258 25 8 25 9 259 26 1 261 240 245 25 0 25 5 2 6 0241 2 4 1 24 1 24 2 243 244 246 247 24 8 24 9 251 25 2 253 254 25 6 257 258 25 9 25 0 2 5 0 2 5 5 2 6 0 26 5 27 0 270 2 4 9 24 9 2 5 1 25 1 25 2 25 3 25 4 2 5 6 2 5 7 2 5 8 2 5 9 2 6 1 2 6 2 2 6 3 2 6 4 26 6 26 7 26 8 26 9 269 260 265 270 27 5 261 262 263 264 26626 6266 267 268 269 27 1 27 2 27 3 27 4 27 6 265 27 0 27 5 28 0 28 5 29 0 29 5 30 0 30 5 2 6 1 261 262 263 264 26 6 26 7 26 8 26 9 27 1 27 2 27 3 27 4 27 6 27 7 27 8 27 9 28 1 28 2 28 3 28 4 28 6 28 7 28 8 28 9 29 1 2 9 2 2 9 3 2 9 4 29 6 29 7 29 8 29 9 30 1 30 2 30 3 30 4 30 6 30 7 30 8 309 305 310 302 303 304 306 307 308 309 311 312 313 314 26 5 27 0 27 5 28 0 285 290 29 5 30030 0 30 0 30 526 1 26 2 26 3 2 6 4 26 6 26 7 26 8 26 9 27 1 27 2 27 3 2 7 3 273 27 4 27 6 27 7 27 8 27 9 28 1 28 2 28 3 28 4 286287288289 29 1 29 2 29 3 29 4 29 6 29 7 29 8 29 9 30 1 30 2 30 3 30 4 30 6 30 7 285 290 295 284 286 287 288 289 291 292 293 294 296 297 298 270 275 280 268 269 271 272 273 274 276 277 278 279 281 282 283 285 286 287 28 0 28 5 29 0 29 5 30 0 30 5 31 0 27 8 27 9 28 1 28 2 28 3 28 4 28 6 28 7 28 8 28 9 29 1 29 2 29 3 29 4 29 6 29 7 29 8 29 9 30 1 30 2 30 3 30 4 30 6 30 7 30 8 30 9 31 1 312 2 1 0 2 1 0 2 1 0 22 0 2 2 0 2 2 0 23 0 2 3 0 24 0 2 4 0 2 5 0 250 25 0 250 2 5 0 25 0 260 26 0 260 260 26 0 26 0 27 0 27 0 270 270 28 0 28 0 28 0 28 0 2 9 0 29 0 29 0 290 30 0 30 0 30 0 31 0 31 0 310 3 1 0 3 2 0 320 320 SD S D S D S D S D S D S D S D SD SD SD SD SD S D S D S D S D SD S D S D SD S D S D S D SD S D SD SD S D S D SD S D S D SD SD 185 190 TRACT J 195TRACT I 200 196197198199 194193192191 189188187186 TRACT M SD S D S D Slopes Table Number 1 2 3 Minimum Slope 0.00% 10.00% 20.00% Maximum Slope 10.00% 20.00% 99999900.00% Area 1084813.98 98835.13 187569.74 Color 100.00% Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 5 ) G R A D . d w g - S H E E T : 5. 1 Ap r . 1 8 , 1 7 - 9: 5 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 5.1 OVERALL GRADING PLAN SCALE 1 INCH = 100 FEET 100 50 1000 B B EX 2-FT CONTOUR EX 10-FT CONTOUR PROPOSED RETAINING WALL LEGEND 187 185 FG 1-FT CONTOUR FG 5-FT CONTOUR 187 185 A A C C D D SEE SHEET 6.1 FOR SITE SECTIONS 4' LANDING 1 " PIPE HANDRAIL AND POSTS 2-#4 REBAR BOTH SIDES POST (4 REQ'D EACH RAIL) #3 REBAR TIES EACH SIDE OF EACH POST (TYP.) 14" MIN. 4 34 "4 "2 17'-2 " 6" SECTION VIEW BOTH SIDES STAIRWAY 1 " PIPE HANDRAIL MIN. 12" P.C.C. PED PATH 8' WIDE 18" LESS THAN 27" 14" MIN. 6" MIN. BURY NOT TO SCALE STAIRWAY DETAIL POST (TYP.) EACH SIDE OF EACH #3 REBAR TIES POST (4 REQ'D EACH RAIL) 2-#4 REBAR BOTH SIDES 6" 3" CLR. 3" CLR. 4-1 " EQUALLY SPACED 6"(TYP.) 36"MIN. STAIRWAY 8' WIDE CONCRETE 18" 24" 11"12" LANDING 44" MIN. PROVIDE HEAVY BROOM FINISH AT 1/8"/FT SLOPE TREAD 1.5"MAX.11" MIN. 1/2" RADIUS CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 17, 2015 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC 104 121 111107 114118 110 106 115 119 109 105 116 120 112108 113117 50 48 47 46 96 102 101 100 98 97 138 129 137 127 136 126 135 125 134 124 133 123 132 122 131 939495 9089888685 99 87 128 49 130 144 151145146 139 147 140 148 141 TRACT BB142 149143 150 162 165 167 168 157 58 60 59 45 44 43 42 41 40 39 38 36 37 166 TRACT D 163 161 TRACT C 159 158 152 TRACT B 156 155 154 153 TRACT A 172 173 170 171 174 178 177 176 175 TRACT F 169 TRACT E 164 160 35 TRACT AA 57 55 54 53 52 51 56 103 84 2:1 MAX SLOPE LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 27 0 275 280 28 5 290 295 300 305 269 271 272 273 274 276 277 278 279 281 282 283 284 28 6 287 288 289 291 292 293 294 296 297 298 299 301 302 303 304 306 307 308 30 9 3 0 5 3 1 0 3 0 2 3 0 3 3 0 4 3 0 6 3 0 7 3 0 8 3 0 9 3 1 1 3 1 2 3 1 3 31 4 265 270 275 280 28 5 29 0 295 3 0 0 300300 305 26 1 26 2 263 264 26 6 26 7 268 269 271 272 273273 2 7 3 274 276 277 278 279 281 282 28 3 28 4 28 6 28 7 28 8 28 9 291 292 293 294 296 297 298 299 301 302 30 3 30 4 306 30 7 2 8 5 2 9 0 2 9 5 2 8 4 2 8 6 2 8 7 2 8 8 2 8 9 2 9 1 2 9 2 2 9 3 2 9 4 2 9 6 2 9 7 2 9 8 2 7 0 2 7 5 2 8 0 2 6 8 2 6 9 2 7 1 2 7 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 2 8 3 2 8 5 2 8 6 2 8 7 280 285 290 295 300 305 310 278 279 281 282 283 284 286 287 288 289 291 292 293 294 296 297 298 299 301 302 303 304 306 307 308 309 311 3 1 2 270 270 2 7 0 280 280 280 290 290 29 0 30 0 300 30 0 310 310 3 1 0 310 320 32 0 3 2 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD S D SD S D SD S D SD SD SD TW FG'8.0 276.5 268.5 TW FG'7.0 282.3 275.3 TW FG'6.7 291.7 285.0 TW FG'1.3 287.4 286.1 TW FG'1.0 301.0 300.0 TW FG'7.0 305.5 298.5TW FG'7.9 293.1 285.2TW FG'8.5 293.0 284.5 TW FG'1.5 286.0 284.5 TW FG'1.0 308.7 307.7 TW FG'0.6 270.8 270.2 TW FG'2.2 279.2 277.0 TW FG'1.3 300.5 299.2 TW FG'1.5 270.0 268.5 TW FG'5.8 297.3 291.5 TW FG'6.5 307.9 301.4 TW FG'1.6 305.5 303.9 TW FG'0.7 306.2 305.5 TW FG'5.0 305.5 300.5 TW FG'0.5 280.5 280.0 TW FG'4.3 280.2 275.9 TW FG'1.1 277.0 275.9 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 STAIRS FOR 6' OF VERTICAL CHANGE, PER STAIR DETAIL SHEET 5.1 STAIRS FOR 3.5' OF VERTICAL CHANGE, PER STAIR DETAIL SHEET 5.1 SD SD SD SD S D LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 TW FG'2.5 300.5 298.0 TW FG'4.0 304.0 300.0 S D S D S D S D S D SD SD SD S D S D Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 5 ) G R A D . d w g - S H E E T : 5. 2 Ap r . 1 8 , 1 7 - 9: 5 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 5.2 GRADING PLAN NORTH SCALE 1 INCH = 50 FEET 50 25 500 MATCHLINE GRADING PLAN SHEET 5.3 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 1-FT CONTOUR FG 5-FT CONTOUR LEGEND 324 320 324 320 GRADING LIMITS GRADING NOTES 1.FOR EROSION AND SEDIMENT CONTROL PLAN SEE ESC PLANS. 2.REFER TO GEOTECHNICAL REPORT PREPARED BY HARDMAN GEOTECHNICAL SERVICES INC. AND DATED APRIL 27, 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 CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 17, 2015 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC TRACT W 91 92 82 83 76 78 79 80 81 71 69 68 67 66 65 64 9089 7077 73 7475 TRACT V TRACT U 72 TRACT O TRACT H 209 203 210 204 211 205 TRACT L 206 207 208 19 26 20 21 22 23 34 63 62 61 17 24 25 31 32 33 212 214 213 1 2 3 6 28 27 18 8 4 5 7 9 15 10 11 12 13 14 16 215 202 201 179 184 183 182 181 180 TRACT G TRACT T 30 29 35 T R A C T N 3:1 MAX SLOPE WITHIN DETENTION BASIN 2:1 MAX SLOPE OUTSIDE DETENTION BASIN 10-FOOT WIDE BERM ALONG FILL SLOPE WETLAND BUFFER EX. WETLAND EX. CREEK EX. CREEK 235 240 240 240 240 240 245 250 255 232233234236237238239 241 241 241 242 243 244 246 247 248 249 251 252 253 254 256 257 2 5 8 258 258 2 4 0 245 250 2 5 5 2 6 0 2 6 0 2 4 1 24 2 243 244 246 247 248 249 251 252 253 25 4 256 2 5 6 25 6 2 5 7 257 2 5 8 258 259 2 5 9 261 2 6 1 2 4 0 2 4 5 25 0 25 5 260 2 4 1 241 24 1 242 2 4 3 2 4 4 2 4 6 2 4 7 24 8 24 9 2 5 1 25 2 2 5 3 2 5 4 256 2 5 7 2 5 8 25 9 250 250 255 260 265 270 27 0 249 249 251 251 252 253 254 256 257 258 259 261 262 263 264 266 267 268 269 26 9 2 6 0 2 6 5 2 7 0 275 2 6 1 2 6 2 2 6 3 2 6 4 2 6 6 26 6 2 6 6 2 6 7 2 6 8 2 6 9 27 1 27 2 273 274 276 26 5 261 26 1 2 6 2 2 6 3 26 4 26 6 26 7 26 8 269 210 210 210 220 220 220 230 230 240 240 250 2 5 0 25 0 2 5 0 250 250 2 6 0 260 2 6 0 2 6 0 26 0 260 27 0 280 29 0 WETLAND BUFFER WETLAND BUFFER WETLAND BUFFERSD SD SD S D S D S D S D S D SD SD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD S D S D SD SD 3:1 MAX SLOPE WITHIN DETENTION BASIN 3:1 MAX SLOPE OUTSIDE DETENTION BASIN 2:1 MAX SLOPE TW FG'5.2 240.6 235.4 TW FG'0.8 238.1 237.3 TW FG'9.2 240.5 231.3 TW FG'10.6 240.2 229.6 TW FG'19.5 240.0 220.5 TW FG'25.5 239.8 214.3 TW FG'20.2 239.7 219.5 TW FG'5.6 240.1 234.5 TW FG'21.3 240.2 218.9 TW FG'25.8 239.8 214.0 TW FG'21.0 239.8 218.8 TW FG'7.5 240.7 233.2 TW FG'4.4 240.6 236.2 TW FG'1.1 235.4 234.3 TW FG'5.3 260.0 254.7 TW FG'4.6 260.0 255.4 TW FG'5.6 261.0 255.4 TW FG'0.4 260.4 260.0 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 LOCK N' LOAD RETAINING WALL, PER DETAIL SHEET 6.3 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 TW FG'1.3 257.3 256.0 TW FG'4.1 258.8 254.7 TW FG'1.0 240.0 239.0 TW FG'0.6 241.1 240.5 S D S D 185 190 TRACT J 195 TRACT I 200 196 197 198 199 194 193 192 191 189 188 187 186 TRACT M SD PROPOSED SWALE Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 5 ) G R A D . d w g - S H E E T : 5. 3 Ap r . 1 8 , 1 7 - 9: 5 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 5.3 GRADING PLAN SOUTH 1 INCH = 50 FEET 50 25 50 SCALE 0 MATCHLINE GRADING PLAN SHEET 5.2 EX 2-FT CONTOUR EX 10-FT CONTOUR FG 1-FT CONTOUR FG 5-FT CONTOUR LEGEND 324 320 324 320 GRADING LIMITS GRADING NOTES 1.FOR EROSION AND SEDIMENT CONTROL PLAN SEE ESC PLANS. 2.REFER TO GEOTECHNICAL REPORT PREPARED BY HARDMAN GEOTECHNICAL SERVICES INC. AND DATED APRIL 27, 2015 FOR ADDITIONAL STRUCTURAL AND COMPACTION REQUIREMENTS. 3.FOR SITE STAIRS REFER TO DETAIL 1, 2, AND 3 PER SHEET DTL9. CONSTRUCTION NOTES BASED ON OUR REVIEW THE GRADING PLANS ARE IN ACCORDANCE WITH OUR GEOTECHNICAL RECOMMENDATIONS. ALL GRADING SHOULD CONDUCTED AS DESCRIBED IN THE APRIL 27, 2015 GEOTECHNICAL REPORT AND JUNE 12, 2015 GEOTECHNICAL REPORT UPDATE FOR THE SITE. LOCK+LOAD RETAINING WALLS SHOULD ALSO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE SEPTEMBER 17, 2015 RETAINING WALL DESIGN MEMO FOR THE SITE. BY: GEODESIGN, INC 200 210 220 230 240 250 260 270 280 290 300 310 320 200 210 220 230 240 250 260 270 280 290 300 310 320 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 260 270 280 290 300 310 260 270 280 290 300 310 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+25 TRACT V CLEMENTINE STREET TRACT U LOT 76 LOT 77 LOT 78 LOT 79 LOT 80 LOT 81 LOT 82 LOT 83 SABRINA AVE LOT 85 LOT 101 AMELIA STREET LOT 104 LOT 120 LOT 123 LOT 137 FOREST HOLLOW STREET LOT 140 SCHOLLS FERRY ROAD SHADOW TRAIL STREET 2:1 MAX SLOPE RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE RETAINING WALL LOT 104 LOT 105 LOT 106 LOT 107 LOT 108 LOT 109 LOT 110 LOT 111 LOT 112 APPLE GROVE TERRRACE LOT 56 TR A C T Y LOT 40 AUBERGINE TERRACE TRACT D ROY ROGERS ROAD SATSUMA ROAD RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE RETAINING WALL LOT 103 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 6 ) L O T S E C . d w g - S H E E T : 6. 1 Ap r . 1 8 , 1 7 - 9: 5 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 6.1 LOT SECTIONS PLAN SECTION A HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION B HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' 220 230 240 250 260 270 280 290 220 230 240 250 260 270 280 290 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+009+25 220 230 240 250 260 270 220 230 240 250 260 270 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+25 8.00' POND BOTTOM =229.0 TRACT U TRACT T SABRINA AVE LOT 22 LOT 23 LOT 25 BEACH PLUM TERRACE LOT 195 ROY ROGERS ROAD RETAINING WALL 2:1 MAX SLOPE 2:1 MAX SLOPE 3:1 MAX SLOPE 3:1 MAX SLOPE TRACT O TRACT S LOT 5 TRACT Q LOT 12 BEACH PLUM TERRACE TRACT L ROY ROGERS ROAD 2:1 MAX SLOPE 2:1 MAX SLOPE 3:1 MAX SLOPE 2:1 MAX SLOPE 2:1 MAX SLOPE 8.00' POND BOTTOM =229.0 3:1 MAX SLOPE FREQUENT FLOOD STORAGE ELEVATION=231.1' 25-YR STORM WATER ELEVATION=237.0' FREQUENT FLOOD STORAGE ELEVATION=231.1' FREEBOARD ELEVATION=238.0' 25-YR STORM WATER ELEVATION=237.0' FREEBOARD ELEVATION=238.0' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 6 ) L O T S E C . d w g - S H E E T : 6. 2 Ap r . 1 8 , 1 7 - 9: 5 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 6.2 LOT SECTIONS PLAN SECTION C HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' SECTION D HORIZONTAL SCALE: 1" = 60', VERTICAL SCALE: 1" = 10' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 6 . 3 ) W A L L . d w g - S H E E T : 6. 3 Ap r . 1 8 , 1 7 - 9: 5 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 6.3 WALL DETAILS SCALE 1 INCH = 100 FEET 100 50 1000 TYPE A RETAINING WALLS - LOCK AND LOAD B A SW S A B R I N A A V E N U E SD SD SD SS SS SS SS SS SS SS 220 220 230 23 0 INSTALL GEOGRID REINFORCEMENT BEHIND RETAINING WALL PER DETAIL, THIS SHEET 220 220 220 220 230 2 3 0 2 4 0 2 4 0 241 218.57 218.00 218.68 219.08 INSTALL DISSIPATION TEE AT OUTFLOW PIPE, RUN PIPE ALONG LENGTH OF CULVERT WALL. DETAIL PER SHEET DTL6. TW FG'9.2 240.5 231.3 TW FG'10.6 240.2 229.6 TW FG'19.5 240.0 220.5 TW FG'25.5 239.8 214.3 TW FG'20.2 239.7 219.5 TW FG'21.3 240.2 218.9 TW FG'25.8 239.8 214.0 TW FG'21.0 239.8 218.8 S D S S 210 220 230 240 250 210 220 230 240 250 0+00 1+00 1+50 BRIDGECOR ARCH STRUCTURE EXISTING GROUND RETAINING WALL TOP OF WALL FINISHED GRADE AT FACE OF WALL RETAINING WALL R/WR/W 200 210 220 230 240 250 200 210 220 230 240 250 0+00 1+00 1+25 WETLAND BRIDGECOR ARCH STRUCTURE RETAINING WALL TOP OF WALL FINISHED GRADE AT FACE OF WALL BRIDGECOR NOTES: APPROX AREA = 245.4 SQ. FT. PLATE MAKE UP: 2 @ 8 S, 2 @ 7 S TOTAL= 30 S 1)MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATIONS. 2)DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 3)CIRCUMFERENTIAL PLATE LENGTHS ARE IN TERMS OF S = 16 INCHES. R 1 5 ' - 1 . 5 " FOOTINGS PER S2.0 30'-3" SPAN 10'-4" RISE BOTTOM OF FOUNDATION: 217' TOP OF FOUNDATION: 219' CROWN OF ARCH: 229.33' PROPOSED SANITARY SEWER LINE Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 7 ) C R O S S I N G . d w g - S H E E T : 7. 1 Ap r . 1 8 , 1 7 - 9: 5 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 7.1 SW SABRINA AVE CULVERT CROSSING SCALE 1 INCH = 20 FEET 20 10 200 SW SABRINA AVENUE CROSSING - PROFILE A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' SW SABRINA AVENUE CROSSING - SECTION B HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' LOCK AND LOAD WITH RC HEADWALL DETAIL NOT TO SCALE GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL WALL AND CULVERT CROSSING INFORMATION. 3.REFER TO STRUCTURAL SHEETS S0.0-S2.0 FOR FURTHER CULVERT CROSSING AND FOOTING INFORMATION. I - GENERAL 1.0 STANDARDS AND DEFINITIONS 1.1 STANDARDS - All standards refer to latest edition unless otherwise noted. 1.1.1 ASTM A-761 "Corrugated Steel Structural Plate, Zinc Coated for Field-Bolted Pipe, Pipe-Arches and Arches" (AASHTO Designation M-167). 1.1.2 AASHTO LRFD Specification for Highway Bridges - Section 12. 1.1.3 AASHTO LRFD Specification for Highway Bridges - Section 26. 1.2 DEFINITIONS 1.2.1 Owner - In these specifications the word "Owner" shall mean Polygon Homes. 1.2.2 Engineer - In these specifications the word "Engineer" shall mean the Engineer of Record or Owner's designated engineering representative. 1.2.3 Manufacturer - In these specifications the word "Manufacturer" shall mean CONTECH Engineered Solutions, LLC 800-338-1122 Matthew Houser, Bridge Consultant. 1.2.4 Contractor - In these specifications the word "Contractor" shall mean the firm or corporation undertaking the execution of any installation work under the terms of these specifications. 1.2.5 Approved - In these specifications the word "approved" shall refer to the approval of the Engineer or his designated representative. 1.2.6 As Directed - In these specifications the words "as directed" shall refer to the directions to the Contractor from the Owner or his designated representative. 2.0 GENERAL CONDITIONS 2.1 The Contractor shall furnish all labor, material and equipment and perform all work and services except those set out and furnished by the Owner, necessary to complete in a satisfactory manner the site preparation, excavation, filling, compaction, grading as shown on the plans and as described therein. This work shall consist of all mobilization clearing and grading, grubbing, stripping, removal of existing material unless otherwise stated, preparation of the land to be filled, filling of the land, spreading and compaction of the fill, and all subsidiary work necessary to complete the grading of the cut and fill areas to conform with the lines, grades, slopes, and specifications. This work is to be accomplished under the observation of the Owner or his designated representative. 2.2 Prior to bidding the work, the Contractor shall examine, investigate and inspect the construction site as to the nature and location of the work, and the general and local conditions at the construction site, including without limitation, the character of surface or subsurface conditions and obstacles to be encountered on and around the construction site and shall make such additional investigation as he may deem necessary for the planning and proper execution of the work. If conditions other than those indicated are discovered by the Contractor, the Owner shall be notified immediately. The material which the Contractor believes to be a changed condition shall not be disturbed so that the owner can investigate the condition. 2.3 The construction shall be performed under the direction of the Engineer. 2.4 All aspects of the structure design and site layout including foundations, backfill, end treatments and necessary scour consideration shall be performed by the Engineer. Any installation guidance provided herein shall be endorsed by the Engineer or superceded by the Engineer's plans and specifications. II - CONTECH BRIDGECOR ARCH 1.0 GENERAL 1.1 Manufacturer shall fabricate the Arch as shown on the plans. Fabrication shall conform to the requirements of ASTM A-761 and shall consist of plates, fasteners, and appurtenant items. Plate thickness, end treatment and type of invert and foundation shall be as indicated on the plans. All manufacturing processes including corrugating, punching, curving and required galvanizing shall be performed within the United States of America. 1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials. 2.0 DIMENSIONS 2.1 The proposed structure shall be a CONTECH BRIDGECOR ( Single Radius Arch ) with the following dimensions: Span:30'-3"Rise:10'-4" Gage: PER CONTECH 2.2 All plan dimensions on the contract drawings are measured in a true horizontal plan unless otherwise noted. 3.0 ASSEMBLY AND INSTALLATION 3.1 Bolts and nuts shall conform to the requirements of ASTM A-449. The CONTECH BRIDGECOR Arch shall be assembled in accordance with the plate layout drawings provided by the manufacturer and per the manufacturer's recommendations. Bolts shall be tightened using an applied torque of between 100 and 300 ft.-lbs. 3.2 The single radius arches shall be installed in accordance with the plans and specifications, the manufacturer's recommendations, and AASHTO LRFD Specification for Highway Bridges - Section 26. 3.3 Trench excavation shall be made in embankment material that is structurally adequate. The trench width shall be shown on the plans. Poor quality in situ embankment material must be removed and replaced with suitable backfill as directed by the Engineer. 3.4 Bedding preparation is critical to both structure performance and service life. The bed should be constructed to uniform line and grade to avoid distortions that may create undesirable stresses in the structure and/or rapid deterioration of the roadway. The bed should be free of rock formations, protruding stones, frozen lumps, roots, and other foreign matter that may cause unequal settlement. 3.5 Adequate soil bearing capacity or strength shall be provided to the Engineer. Foundation details shall be provided by the Engineer. 3.6 The structure shall be assembled in accordance with the Manufacturer's instructions. All plates shall be unloading and handled with reasonable care. Plates shall not be rolled or dragged over gravel rock and shall be prevented from striking rock or other hard objects during placement in trench or on bedding. The structure shall be assembled in the footing starting at the upstream end. Circumferential seams shall be installed with the plate laps shingled downstream as viewed from the inside of the structure. The structure shall be backfilled using clean well graded granular material that meets the requirements of AASHTO M-145 for soil classifications A-1, A-2-4, A-2-5 or A-3 Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch loose lifts. Each lift shall be compacted to a minimum of 90 percent density per AASHTO T-180 3.7 Construction loads that exceed highway load limits are not allowed to cross the structure without approval from the Engineer. Normal highway traffic is not allowed to cross the structure until the structure has been backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting shall be as directed by the Engineer. 3.8 CONTECH shall provide backfill design and inspection during construction. GROUP CLASSIFICATION A-1-a A-1-b A-2-4 A-2-5 A-3* Sieve Analysis Percent Passing No. 10 (2.000 mm)50 max.---------------- No. 40 (0.425 mm)30 max.50 max.--------51 max. No. 100 (0.150 mm)--------50 max.50 max.---- No. 200 (0.075 mm)15 max.25 max.20 max.20 max.10 max. Atterberg Limits for Fraction Passing No., 40 (0.425 mm) Liquid Limits --------40 max.41 max.---- Plasticity Index 6 max.6 max.10 max.10 max. Non Plastic Usual Materials Stone Fragment, Gravel and Sand Silty or Clayey Gravel and Sand Sand NOTE: Atterberg Limits are modified to provide material that are primarily granular * Fine beach sands, windblown sands, stream deposited sands, etc., exhibiting fine, rounded particles excluded. NATURAL UNDISTURBED EMBANKMENT COMPACTED NORMAL ROAD FILL SEE NOTE #4 W MINIMUM LIMITS OF COMPACTED NORMAL ROAD FILL SEE NOTE #4 W H H SE E N O T E # 5 LI F T S - C O M P A C T E D NO R M A L R O A D F I L L MINIMUM LIMITS OF COMPACTED SELECT GRANULAR STRUCTURAL BACKFILL FOR HEIGHTS OF COVER OVER 8'-0", PAY CLOSE ATTENTION TO NOTE #4. CONTECH BRIDGECOR MI N I M U M C O V E R L E V E L SECTION ℄ ADDITIONAL BACKFILL NOTES: SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY. THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS. BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS THE REQUIREMENTS OF AASHTO M-145 FOR SOIL CLASSIFICATIONS A-1, A-2-4, A-2-5, A-3. BACKFILL MUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY PER AASHTO T-180. A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL MIGRATION. DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER) SHOULD BE NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE FINISHED GRADE. THE ENGINEER AND CONTRACTOR ARE CAUTIONED THAT THE MINIMUM COVER MAY NEED TO BE INCREASED TO HANDLE TEMPORARY CONSTRUCTION VEHICLE LOADS. (LARGER THAN D-4) SELECT GRANULAR STRUCTURAL BACKFILL LIMITS.CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE. INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR (D-4 OR SMALLER) DRAWN EQUIPMENT. NOTES: 1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED FASHION IN THIN LIFTS (6"-8" LOOSE TYPICALLY) AND COMPACTED TO 90 PERCENT DENSITY PER AASHTO T-180. 2. COMPLETE AND REGULAR MONITORING OF THE SHAPE IS NECESSARY DURING ALL BACKFILLING STEPS. 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION METHODS AND EQUIPMENT. 4. MINIMUM TRENCH WIDTH IS BASED ON AASHTO LRFD SECTION 12 SPECIFICATIONS. 5. H = STRUCTURE RISE + COVER. Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 7 ) C R O S S I N G . d w g - S H E E T : 7. 2 Ap r . 1 8 , 1 7 - 9: 5 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 7.2 CULVERT CROSSING DETAILS BACKFILL ZONE DETAIL NOT TO SCALE Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 7 ) C R O S S I N G . d w g - S H E E T : 7. 3 Ap r . 1 8 , 1 7 - 9: 5 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 7.3 CULVERT CROSSING DETAILS (2) SD S D S D S D S D S D S D S D SD SD SD SD SD S D S D S D S D SD S D S D SD SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS SS S S S S S S S S S S S S S S S S S S S S SS SS SS SS SDMH #1T SDMH #1S SDMH #2I SDMH #1R SDMH #1P SDMH #1Q SDMH #4H SDMH #7C SDMH #7B SDMH #4F SDMH #1O SDMH #2G SDMH #1N SDMH #7A SDMH #4E SDMH #10A SDMH #2F SDMH #4D SDMH #8C SDMH #2E SDMH #4C SDMH #2D SDMH #5E SDMH #8B SDMH #5F SDMH #5D SDMH #2C SDMH #1M SDMH #8A SDMH #4B SDMH #5B SDMH #2B SDMH #6A SDMH #4A SDMH #1L SDMH #1I SDMH #1J SDMH #1H SDMH #1G SDMH #1F SDMH #2A SDMH #1K SDMH #9A SDMH #1E SDMH #1D SDMH #3H SDMH #5A SDMH #1B SDMH #1A SDMH #3B SDMH #3C SDMH #12C SDMH #12D SDMH #3D SDMH #3E SDMH #3F SSMH #C8 SSMH #D7 SSMH #C7 SSMH #C5 SSMH #C6 SSMH #F5 SSMH #H3 SSMH #H2 SSMH #C4 SSMH #D6 SSMH #H1 SSMH #F3 SSMH #D5 SSMH #I3 SSMH #D4 SSMH #I2 SSMH #E4 SSMH #D3 SSMH #C3 SSMH #I1 SSMH #E3 SSMH #F2 SSMH #E2 SSMH #D2 SSMH #G11 SSMH #F1 SSMH #B7 SSMH #B6 SSMH #M1 SSMH #B8 SSMH #C2 SSMH #D1 SSMH #B9 SSMH #B5 SSMH #J1 SSMH #B10 SSMH #K1 SSMH #G10 SSMH #E1 SSMH #N1 SSMH #A1 SSMH #A4 SSMH #A5 SSMH #B4 SSMH #A6 SSMH #B3 SSMH #B2 SSMH #B1 SSMH #C1 SSMH #A7 SDLN SEE SHEET PUBLIC 15 18.1 SSLN SEE SHEET PUBLIC G 31 SDLN SEE SHEET PUBLIC 5 18.1 SDLN SEE SHEET PUBLIC 2 17.2 SSLN SEE SHEET PUBLIC E 26 SSLN SEE SHEET PUBLIC A 22.2 SDLN SEE SHEET PUBLIC 12 21.2 SSLN SEE SHEET PUBLIC B 22.1 SSLN SEE SHEET PUBLIC B 28.1 SSLN SEE SHEET PUBLIC C 27.2 SSLN SEE SHEET PUBLIC B 28.1 SSLN SEE SHEET PUBLIC C 27.1 SSLN SEE SHEET PUBLIC C 23 SSLN SEE SHEET PUBLIC H 24 SSLN SEE SHEET PUBLIC I 25 SSLN SEE SHEET PUBLIC D 30.1 SDLN SEE SHEET PUBLIC 2 17.1 SDLN SEE SHEET PUBLIC 5 13 SDLN SEE SHEET PUBLIC 1 9.1 SDLN SEE SHEET PUBLIC 9 15.2 SDLN SEE SHEET PUBLIC 3 14.2 SDLN SEE SHEET PUBLIC 1 14.1 SDLN SEE SHEET PUBLIC 8 12 SDLN SEE SHEET PUBLIC 7 11 SDLN SEE SHEET PUBLIC 1 10 SDLN SEE SHEET PUBLIC 10 12 SDLN SEE SHEET PUBLIC 1 9.1 SDLN SEE SHEET PUBLIC 3 15.3 SSLN SEE SHEET PUBLIC A 28.2 SDLN SEE SHEET PUBLIC 4 16 SSMH #F4 SDLN SEE SHEET PUBLIC 3 15.2 S D S D S D S S S S S S S S S S SD W W W W W W W W WWWWW W W W W W W W W SSLN SEE SHEET PUBLIC D 29 SSLN SEE SHEET PUBLIC E 31 SSLN SEE SHEET PUBLIC F 29 SDMH #14A SSMH #F6 SSLN SEE SHEET PUBLIC F 32 SDMH #15H SSMH #G8 SDMH #15D SSLN SEE SHEET PUBLIC M 33.1 SDLN SEE SHEET PUBLIC 15 20.1 SDMH #15E FORCE MAIN BY OTHERS W W W W W S D SD SD S D SSLN SEE SHEET PUBLIC C 28.1 SSLN SEE SHEET PUBLIC J 22.1 SDMH #4G SDLN SEE SHEET PUBLIC 14 19 SDMH #2H SDLN SEE SHEET PUBLIC 18 18.2 SDLN SEE SHEET PUBLIC 17 18.2 SDLN SEE SHEET PUBLIC 16 18.2 SDLN SEE SHEET PUBLIC 13 21.2 SDLN SEE SHEET PUBLIC 11 21.2 SDMH #16A SDMH #15F SDMH #15G SDMH #3G S D SD S D S D SD SD S S SS SS SS S S S S SDMH #15C SDMH #15B SDMH #15A SDMH #3A SDMH #1C SSMH #G7 SSMH #G6 SSMH #G5 SSMH #A2SSMH #K2 SSMH #A3 SDLN SEE SHEET PUBLIC 15 20.2 SSLN SEE SHEET PUBLIC G 33.2 SDLN SEE SHEET PUBLIC 6 20.1 F M F M F M F M XW W W W X W SEE WT-1 THROUGH WT-4 FOR ROY ROGERS 20" WATERLINE SSLN SEE SHEET PUBLIC L 26 SSMH #E5 SDMH #5C FM FM FM F M F M F M F M F M S D S D S D Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 8 ) C O M P . d w g - S H E E T : 8 Ap r . 1 8 , 1 7 - 9: 5 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 8 COMPOSITE UTILITY PLAN SCALE 1 INCH = 100 FEET 100 50 1000 PROPOSED THRUST BLOCK EX THRUST BLOCK PROPOSED AIR RELEASE VALVE EX AIR RELEASE VALVE PROPOSED BLOW-OFF EX BLOW-OFF PROPOSED WATER VALVE EX WATER VALVE PROPOSED WATER METER EX WATER METER PROPOSED FIRE HYDRANT EX FIRE HYDRANT PROPOSED STORM CLEANOUT EX STORM CLEANOUT EX CATCH BASIN PROPOSED SANITARY CLEANOUT EX SANITARY CLEANOUT EX STORM MANHOLE PROPOSED CATCH BASIN PROPOSED STORM MANHOLE EX SANITARY MANHOLE PROPOSED SANITARY MANHOLE EX BURIED POWER LINE EX GAS LINE PROPOSED WATER LINE EX WATER LINE EX STORM DRAIN PROPOSED STORM DRAIN EX SANITARY SEWER PROPOSED SANITARY SEWER EASEMENT LINES EX OVERHEAD POWER LINE EX TELEPHONE LINE EX CABLE TV LINE EX GAS VALVE EX CABLE RISER EX TELEPHONE RISERTR C HY D DYH D C D S C S XCOM XE XW XG LEGEND XOH XSD SS W XSS SD SW SABRINA AVENUE S W S A B R I N A A V E N U E 19+0 0 8+ 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 14 + 0 0 15 + 0 0 16 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 S D S D S D SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD TRACT W 91 92 82 83 79 80 81 68 67 66 65 64 90 8988868587 63 62 61 31 32 84 SDMH 1L SDMH 1I SDMH 1J SDMH 1H SDMH 1G SDMH 1KSDMH 3H SDCI 1K.1 SDCI 1K.2 SDCI 1G.1 SDCI 1G.2 SS SDLN-1 1A 2 (TYP) (TYP) 3A 3B 3C 3D 1 1 1C 1 1C 1A (TYP) 1A (TYP) 22 2 22 2 3 (TYP) 1A (TYP) POSSIBLE FUTURE SW SABRINA AVENUE W W W W W W W W W W W W W W W SD SD SDCB 1L.1 SDCI 1L.2 SDMH 4A SDCI 4A.1 SDCI 4A.2 4+09 5+00 6+00 7+00 8+00 9+00 10+00 11+ 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 SDMH 9A SDMH 2A SDCI 2A.16 + 0 0 7 + 0 0 8+0 0 9+0 010+0011+00 12 + 0 0 SDMH 1F 1 SDCB 2A.2 B F P G E 50 4 PGE 644 W 6 (TYP) SD 115.00' SLOPE TRAN. SEE DET. THIS SHT. #06D078 #06D077 #06D058 #06D057 #06D054 #06D039 #06D080C #06D079C #06D055C #06D056C 220 230 240 250 260 270 280 290 220 230 240 250 260 270 280 290 4+08 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 265.20 LF 18" (PVC) @ S=0.0050 116.41 LF 18" (PVC) @ S=0.0050 87.62 LF 18" (PVC) @ S=0.0050 108.26 LF 18" (PVC) @ S=0.0050 31.81 LF 18" (PVC) @ S=0.0050 IN T E R S E C T I O N ST A = 1 6 + 2 1 . 4 1 ( P U M P K I N V A L L E Y ) ST A = 9 + 3 8 . 6 7 ( S A B R I N A ) EL E V = 2 5 8 . 7 5 IN T E R S E C T I O N ST A = 8 + 7 6 . 5 9 ( A P P L E G R O V E ) ST A = 1 1 + 4 7 . 9 2 ( S A B R I N A ) EL E V = 2 6 1 . 6 6 1.54% -1.00% -2.50% PVI STA: 13+77.58 PVI ELEV: 259.69 K: 20.00 LVC: 23.05 BV C S : 1 3 + 6 6 . 0 6 BV C E : 2 5 9 . 8 0 EV C S : 1 3 + 8 9 . 1 0 EV C E : 2 5 9 . 4 4 CLASS 'B' GRANULAR BACKFILL & BEDDING PVI STA: 11+47.92 PVI ELEV: 261.98 K: 38.74 LVC: 98.56 BV C S : 1 0 + 9 8 . 6 4 BV C E : 2 6 1 . 2 2 EV C S : 1 1 + 9 7 . 2 0 EV C E : 2 6 1 . 4 9 HIGH PT. STA: 11+58.46 HIGH PT ELEV: 261.68 2.50% 1.94% PVI STA = 7+02.67 ELEV = 256.90 PV I S T A = 6 + 8 1 . 4 2 EL E V = 2 5 6 . 3 7 PVI STA: 4+57.26 PVI ELEV: 252.02 K: 20.00 LVC: 82.43 BV C S : 4 + 1 6 . 0 5 BV C E : 2 5 2 . 9 2 EV C S : 4 + 9 8 . 4 8 EV C E : 2 5 2 . 8 2 LOW PT. STA: 4+59.68 LOW PT ELEV: 252.44 POSSIBLE FUTURE SW SABRINA AVENUE CENTERLINE ALIGNMENT IN T E R S E C T I O N ST A = 1 8 + 5 6 . 5 5 ( S A T S U M A ) ST A = 7 + 0 8 . 6 7 ( S A B R I N A ) EL E V = 2 5 7 . 0 5 SD M H 1 F ST A = 1 3 + 7 5 . 5 1 , 6 . 0 0 ' R (S A B R I N A ) 18 " I E I N = 2 4 6 . 6 9 ( N W ) 12 " I E I N = 2 5 2 . 2 4 ( N E ) 24 " I E O U T = 2 4 6 . 4 9 ( S E ) ST A = 5 + 5 7 . 4 7 ( S D L N - 1 ) RI M = 2 5 9 . 5 6 SD M H 1 G ST A = 1 3 + 4 3 . 1 5 , 6 . 0 0 ' R (S A B R I N A ) 18 " I E I N = 2 4 7 . 0 5 ( N W ) 10 " I E I N = 2 5 3 . 0 0 ( W ) 10 " I E I N = 2 5 3 . 0 0 ( N E ) 18 " I E O U T = 2 4 6 . 8 5 ( S E ) ST A = 5 + 8 9 . 2 8 ( S D L N - 1 ) RI M = 2 5 9 . 8 8 SD M H 1 H ST A = 1 2 + 3 2 . 8 5 , 3 . 3 6 ' R (S A B R I N A ) 18 " I E I N = 2 4 7 . 7 9 ( N W ) 18 " I E O U T = 2 4 7 . 5 9 ( S E ) ST A = 6 + 9 7 . 5 4 ( S D L N - 1 ) RI M = 2 6 1 . 0 6 SD M H 1 I ST A = 1 1 + 4 4 . 0 0 , 3 . 8 1 ' R (S A B R I N A ) 18 " I E I N = 2 4 8 . 4 2 ( W ) 12 " I E I N = 2 5 3 . 7 7 ( N E ) 18 " I E O U T = 2 4 8 . 2 2 ( S E ) ST A = 7 + 8 5 . 1 6 ( S D L N - 1 ) RI M = 2 6 1 . 5 7 SD M H 1 J ST A = 1 0 + 2 5 . 9 5 , 1 . 9 0 ' R (S A B R I N A ) 18 " I E I N = 2 4 9 . 2 1 ( W ) 18 " I E O U T = 2 4 9 . 0 1 ( E ) ST A = 9 + 0 1 . 5 7 ( S D L N - 1 ) RI M = 2 6 0 . 0 6 SD M H 1 K ST A = 7 + 6 0 . 2 3 , 6 . 0 0 ' R (S A B R I N A ) 18 " I E I N = 2 5 0 . 7 3 ( N W ) 10 " I E I N = 2 5 0 . 8 3 ( N ) 10 " I E I N = 2 5 0 . 8 3 ( S ) 18 " I E O U T = 2 5 0 . 5 3 ( E ) ST A = 1 1 + 6 6 . 7 8 ( S D L N - 1 ) RI M = 2 5 5 . 9 1 IN T E R S E C T I O N ST A = 1 9 + 1 3 . 2 4 ( A U B E R G I N E ) ST A = 1 3 + 7 7 . 6 3 ( S A B R I N A ) EL E V = 2 5 9 . 6 5 PVI STA: 7+54.39 PVI ELEV: 255.91 K: 5.00 LVC: 20.22 BV C S : 7 + 4 4 . 2 8 BV C E : 2 5 6 . 1 6 EV C S : 7 + 6 4 . 5 0 EV C E : 2 5 6 . 0 6 LOW PT. STA: 7+56.78 LOW PT ELEV: 256.00 #0 6 D 0 7 8 #0 6 D 0 7 7 #0 6 D 0 5 8 #0 6 D 0 5 7 #0 6 D 0 5 4 #0 6 D 0 3 9 24 9 . 7 4 25 0 . 1 5 25 0 . 0 7 24 9 . 9 3 24 8 . 1 3 24 8 . 2 1 24 7 . 6 1 25 2 . 9 2 24 7 . 6 9 26 1 . 6 7 24 7 . 0 4 24 7 . 3 0 24 6 . 3 5 25 2 . 2 0 25 2 . 7 0 24 6 . 4 7 24 6 . 0 4 25 1 . 5 5 24 6 . 0 9 0.0056 0.0034 0.0034 0.0073 0.0094 2.50% TRAVEL 12' SWTRAVEL 12' 5' 58' R.O.W. 36' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - SW SABRINA AVENUE PARKING ON BOTH SIDES PUE 6' A PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 2 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' BIKE 6' BIKE 6' SDCI 1K.1 7+56.78, 19.50' L (SABRINA) RIM/TC = 256.80 10" IE OUT = 251.31 25.73 LF (ASTM D3034) @S=0.0187 SDCI 1K.2 7+56.78, 19.50' R (SABRINA) RIM/TC = 256.09 10" IE OUT = 251.30 13.93 LF (ASTM D3034) @S=0.0334 SDCI 1G.1 13+27.81, 19.50' L (SABRINA) RIM/TC = 260.19 10" IE OUT = 254.00 29.92 LF (ASTM D3034) @S=0.0334 SDCI 1G.2 13+26.93, 19.50' R (SABRINA) RIM/TC = 260.20 10" IE OUT = 256.43 20.62 LF (ASTM D3034) @S=0.1664 SDMH 1F PLAN 24" OUT S IE: 246.49 48" SD 1F RIM: 259.56 18" IN N IE: 246.69 12" IN NE IE: 252.24 4.47' 1.75' 1.67' SDMH 12C PLAN 24" OUT S IE: 246.49 72" SD 12C RIM: 240.78 24" IN NE IE: 246.69 SDMH 12D PLAN 10" IN SW IE: 234.01 48" SD 12D RIM: 239.40 24" IN NW IE: 246.69 4.12' 3.83' 4.79'2.60' 0.68' 0.65' 2.68'24" OUT S IE: 222.09 10" IN SE IE: 234.01 24" IN N IE: 222.29 *REFER TO SHEET 9.2 FOR MANHOLE LOCATION *REFER TO SHEET 9.2 FOR MANHOLE LOCATION SDMH 1A PLAN 24" OUT SW IE: 232.20 48" SD 1A RIM: 243.49 12" IN SE IE: 232.30 2.69' 1.53' 1.84' 24" IN N IE: 232.30 232.00 235.00 240.00 SDMH 1A ROLLOUT DETAIL 10" IN SW IE: 235.20 10" IN SW IE: 236.20 0.06' 0.47' 24" IN N IE: 232.30 10" IN SW IE: 236.20 12" IN SE IE: 232.30 10" IN SW IE: 235.20 24" OUT SW IE: 232.20 1.18' *REFER TO SHEET 9.2 FOR MANHOLE LOCATION *REFER TO SHEET 9.2 FOR MANHOLE LOCATION Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 9 ) S T - S A B R I N A . d w g - S H E E T : 9. 1 Ap r . 1 8 , 1 7 - 9: 5 5 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 9.1 SW SABRINA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SABRINA AVE - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 9.2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 84 11+48.29 SDLN-1 41.00 0.0200 251.76 D3034 85 11+06.83 SDLN-1 41.00 0.0287 251.91 D3034 86 10+93.33 SDLN-1 41.00 0.0357 252.13 D3034 87 10+29.78 SDLN-1 41.00 0.0689 253.17 D3034 88 10+04.22 SDLN-1 41.00 0.0822 253.59 D3034 89 9+35.11 SDLN-1 40.49 0.1190 254.69 D3034 90 9+09.63 SDLN-1 38.38 0.1387 255.07 D3034 91 8+63.70 SDLN-1 42.23 0.1564 255.94 D3034 92 8+29.12 SDLN-1 43.03 0.1689 256.45 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 84 7+71.67, 18.00' LT 16.00 85 7+97.67, 18.00' LT 16.00 86 8+55.67, 18.00' LT 16.00 87 8+81.67, 18.00' LT 16.00 88 9+45.67, 18.00' LT 16.00 89 9+71.67, 18.00' LT 16.00 90 10+25.30, 18.00' LT 16.00 91 10+49.44, 18.00' LT 16.00 92 10+89.57, 18.00' LT 16.00 GENERAL NOTES: 1.CONSTRUCT SW SABRINA 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."POSSIBLE FUTURE SW SABRINA AVENUE" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT AU B E R G I N E T E R SE E S H E E T 1 7 . 1 A P P L E G R O V E T E R S E E S H E E T 1 6 PUMPKIN VALLEY TER SEE SHEET 15.2 SATSUMA AVE SEE SHEET 14.2 SATSUMA AVE SEE SHEET 14.2 INLET DATA: 3A 3B 3C 3D INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010. INSIDE DROP PER CWS DWG NO. 080. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 1C 6 2.50%2.50% CL FULL CROWN STA: 8+71.80 TOC LT ELEV: 257.73 FULL SHED STA: 7+56.80 TOC LT ELEV: 256.83 2.50% 2.50% CL CROSS SLOPE TRANSITION DETAIL #06D001 #06D203FM #06D039 #06D006 #06D079C #06D080C #06D055C #06D056C 222.11 232.56 232.70 228.50 228.50 228.49 232.07 235.97 232.11 231.94 235.97 231.94232.11232.07 251.55 246.04 246.09 251.75 0.0700 7+60.69 13.26 250.90 0.0528 260.12 255.83 0.1203 0.1455 255.71 0.0347 251.3 0.0824 253.0 0.1258 254.3 0.1476 254.9 42.1 41.7 41.4 41.9 41.2 42.4 40.7 41.8 41.1 S D 2 + 0 0 S S S S S S S S S S S S S S S D S D S D SD SD SD SD SD SD SD S D S D S S S S S S S S S S S S S S S S S S 21 22 23 TRACT T SW SABRINA AVENUE 30 SDMH 1E SDMH 1D SDMH 1B SDMH 12C SDMH 12D SDMH 12B SDSP 12A SD SDCI 1C.2 SDCI 1C.1 SDCB 12D.1 SDCB 12D.2 SDLN-1 1C 1 1C 1A 1 1 5D 5C 3A 4A 2 (TYP) 1A (TYP) 2 2 2 2 2 3 (TYP) 1 + 8 0 1 + 0 0 6.00' PUE DETENTION POND (REFER TO WQ SWALE SHEET 21) WATER QUA L I T Y S W A L E DETENTION POND 12 11 11 EXISTING SW SABRINA AVENUE W W SDCI 1B.1SDCI 1B.2 CL STA: 20+71.33 (SABRINA) END CONSTRUCTION ROAD AND UTILITY IMPROVEMENTS SOUTH OF THIS POINT UNDER SEPARATE PERMIT SDLN-13 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 1+002+003+00 4+00 5+00 PATH 30.00' SEWER EASEMENT SD SD SD SD SD S D S D SD SD SD SD INSTALL 6" REINFORCED CONCRETE SIDEWALK SECTIONS ALIGNING WITH MAINTENANCE ACCESS W W W W W W W W W INSTALL 6" REINFORCED CONCRETE SIDEWALK SECTIONS ALIGNING WITH MAINTENANCE ACCESS S D S D SD SD SD SD SD SD S S SS SS SS SS SS SS SDMH 1C 1 W W W SDMH 1A SDSP 13A SDCB 1A.1 SDCB 1A.2 5B 5A 1+00 2+ 0 0 3+00 3+38 6 (TYP) S D SDMH 13A W W #06D037 #06D038 #06D034 #06D036C #06D035C #06D019 #06D07C #06D006 #06D08C #06D203FM #06D002C #06D001 #06D003C 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 76.12 LF 24" (ASTM F679) @ S=0.0050 103.20 LF 24" (ASTM F679) @ S=0.0050 96.12 LF 24" (AST M F 6 7 9 ) @ S=0.0250 121.53 LF 24" (ASTM F679) @ S=0.0030 88.85 L F 2 4 " ( A S T M F 6 7 9 ) @ S=0 . 0 7 0 0 IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( H O L L Y R I D G E ) ST A = 1 7 + 1 8 . 9 1 ( S A B R I N A ) EL E V = 2 5 0 . 1 3 -5.63% -2.14% 8.01% -1.83%1.76%1.00% -2.15% PV I S T A = 1 9 + 3 3 . 9 4 EL E V = 2 4 0 . 2 9 PV I S T A = 2 0 + 7 1 . 3 3 EL E V = 2 4 0 . 2 0 PV I S T A = 2 3 + 5 8 . 2 9 EL E V = 2 5 5 . 1 3 PVI STA: 18+69.00 PVI ELEV: 241.68 K: 20.00 LVC: 69.76 BV C S : 1 8 + 3 4 . 1 2 BV C E : 2 4 3 . 6 5 EV C S : 1 9 + 0 3 . 8 8 EV C E : 2 4 0 . 9 3 PVI STA: 20+03.80 PVI ELEV: 239.01 K: 25.00 LVC: 89.78 BV C S : 1 9 + 5 8 . 9 1 BV C E : 2 3 9 . 8 3 EV C S : 2 0 + 4 8 . 6 9 EV C E : 2 3 9 . 8 0 LOW PT. STA: 20+04.60 LOW PT ELEV: 239.42 PVI STA: 21+86.15 PVI ELEV: 241.35 K: 17.70 LVC: 124.00 BV C S : 2 1 + 2 4 . 1 5 BV C E : 2 4 0 . 7 3 EV C S : 2 2 + 4 8 . 1 5 EV C E : 2 4 6 . 3 1 PVI STA: 16+55.53 PVI ELEV: 253.70 K: 20.00 LVC: 69.59 BV C S : 1 6 + 2 0 . 7 3 BV C E : 2 5 4 . 4 5 EV C S : 1 6 + 9 0 . 3 3 EV C E : 2 5 1 . 7 4 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING EN D C O N S T R U C T I O N (S A B R I N A ) ROADWAY AND UTILITIES CONSTRUCTED UNDER SEPARATE PERMIT SD M H 1 2 C - F L O W C O N T R O L M A N H O L E ST A = 1 9 + 0 9 . 9 3 , 1 . 2 0 ' R (S A B R I N A ) 24 " I E I N = 2 2 8 . 5 0 ( N E ) 24 " I E I N = 2 2 8 . 5 0 ( N W ) 24 " I E O U T = 2 2 8 . 5 0 ( S ) ST A = 1 + 7 9 . 9 7 ( S D L N - 1 3 ) RI M = 2 4 0 . 7 8 SD M H 1 A ST A = 1 8 + 3 4 . 7 4 , 6 . 0 0 ' R (S A B R I N A ) 12 " I E I N = 2 3 2 . 3 0 ( S E ) 10 " I E I N = 2 3 5 . 2 0 ( S W ) 24 " I E I N = 2 3 2 . 3 0 ( N ) 10 " I E I N = 2 3 6 . 2 0 ( S E ) 24 " I E O U T = 2 3 2 . 2 0 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 ) RI M = 2 4 3 . 4 9 SD M H 1 B ST A = 1 7 + 1 3 . 2 2 , 6 . 0 0 ' R (S A B R I N A ) 24 " I E I N = 2 3 6 . 6 0 ( N ) 12 " I E I N = 2 3 5 . 0 3 ( E ) 12 " I E I N = 2 3 2 . 8 6 ( N W ) 12 " I E I N = 2 3 6 . 6 0 ( E ) 24 " I E O U T = 2 3 2 . 6 6 ( S ) ST A = 2 + 2 1 . 5 3 ( S D L N - 1 ) RI M = 2 5 0 . 3 4 SD M H 1 D ST A = 1 5 + 5 6 . 1 1 , 4 . 4 3 ' R (S A B R I N A ) 24 " I E I N = 2 4 5 . 3 9 ( N ) 24 " I E O U T = 2 4 5 . 1 9 ( S ) ST A = 3 + 7 8 . 1 5 ( S D L N - 1 ) RI M = 2 5 5 . 7 5 SD M H 1 E ST A = 1 4 + 5 1 . 5 7 , 2 . 8 1 ' R (S A B R I N A ) 24 " I E I N = 2 4 6 . 1 1 ( N W ) 24 " I E O U T = 2 4 5 . 9 1 ( S ) ST A = 4 + 8 1 . 3 5 ( S D L N - 1 ) RI M = 2 5 8 . 0 4 PIPE DISSIPATOR, SEE STORM NOTE 13 60.50 LF 24" (ASTM F679) @ S=0.0990 SD M H 1 C ST A = 1 6 + 5 2 . 7 1 , 6 . 0 0 ' R (S A B R I N A ) 24 " I E I N = 2 4 2 . 7 9 ( N ) 10 " I E I N = 2 4 7 . 0 0 ( W ) 10 " I E I N = 2 4 7 . 0 0 ( E ) 24 " I E O U T = 2 4 2 . 5 9 ( S ) ST A = 2 + 8 2 . 0 3 ( S D L N - 1 ) RI M = 2 5 3 . 3 7 SD M H 1 2 D ST A = 1 9 + 9 9 . 0 3 , 1 . 4 9 ' R (S A B R I N A ) 24 " I E I N = 2 2 2 . 2 8 ( N ) 10 " I E I N = 2 3 4 . 0 1 ( W ) 10 " I E I N = 2 3 4 . 0 1 ( S E ) 24 " I E O U T = 2 2 2 . 0 8 ( S ) ST A = 3 + 2 6 . 1 7 ( S D L N - 1 2 ) RI M = 2 3 9 . 4 0 #0 6 D 0 3 8 #0 6 D 0 3 7 #0 6 D 0 3 4 #0 6 D 0 1 9 #0 6 D 0 0 6 #0 6 D 2 0 3 F M #0 6 D 0 0 1 24 5 . 5 4 24 5 . 4 2 24 4 . 9 7 24 4 . 7 8 24 3 . 5 7 24 8 . 9 1 24 7 . 4 9 24 3 . 4 4 23 8 . 1 1 23 9 . 3 8 23 2 . 6 6 24 0 . 7 8 23 2 . 4 7 23 2 . 1 1 23 2 . 0 7 23 5 . 9 7 23 1 . 9 4 22 2 . 1 1 23 2 . 5 6 23 2 . 7 0 0.0066 0.0876 0.0042 0.0123 0.0033 0.072 0 SDCI 1C.2 16+52.71, 19.50' L (SABRINA) RIM/TC = 253.58 10" IE OUT = 247.60 25.50 LF (ASTM D3034) @S=0.0235 SDCB 1A.1 18+47.45, 16.34' L (SABRINA) RIM = 242.62 10" IE OUT = 239.00 25.70 LF (PVC) @S=0.1091 SDCB 1A.2 18+49.16, 15.96' R (SABRINA) RIM = 242.54 10" IE OUT = 236.00 17.52 LF (PVC) @S=0.0460 SDCB 12D.1 20+04.60, 10.50' L (SABRINA) RIM = 239.21 10" IE OUT = 236.15 13.22 LF (PVC C900) @S=0.1619 SDCB 12D.2 20+04.60, 10.50' R (SABRINA) RIM = 239.21 10" IE OUT = 236.15 10.60 LF (PVC C900) @S=0.2020 SDCI 1C.1 16+52.71, 19.50' R (SABRINA) RIM/TC = 253.58 10" IE OUT = 247.40 13.50 LF (ASTM D3034) @S=0.0296 2.50% TRAVEL 12' SWTRAVEL 12' 6' 44' R.O.W. 24' PAVEMENT LC R/W N.T.S. NEIGHBORHOOD ROUTE - SW SABRINA AVENUE NO PARKING ON BOTH SIDES PUE 6' A3 2.50% R/W SW 13' 2 DTL112.5' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX. 0.50'0.50' SDMH 1B PLAN 12" IN NW IE: 232.86 12" IN E IE: 235.03 24" OUT S IE: 232.66 60" SD 1B RIM: 250.34 230.00 0.79' 24" IN N IE: 236.60 12" IN SE IE: 236.60 24" OUT S IE: 232.66 24" IN N IE: 236.60 12" IN E IE: 235.03 12" IN SE IE: 236.60 235.00 240.00 2.25' 1.72' 4.94' SDMH 1B ROLLOUT DETAIL 12" IN NW IE: 232.86 SDMH 1C PLAN 10" IN W IE: 247.00 10" IN E IE: 247.00 24" OUT S IE: 242.89 48" SD 1C RIM: 253.37 24" IN N IE: 242.79 1.66' 1.60' 1.70' 1.65' SDMH 1D PLAN 24" OUT S IE: 245.19 48" SD 1D RIM: 255.75 24" IN N IE: 245.39 3.67' 4.71' SDMH 1E PLAN 24" OUT S IE: 245.91 48" SD 1E RIM: 258.04 24" IN N IE: 246.11 3.86' 4.52' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 9 ) S T - S A B R I N A . d w g - S H E E T : 9. 2 Ap r . 1 8 , 1 7 - 9: 5 6 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 9.2 SW SABRINA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SABRINA AVE - PLAN SCALE: 1" = 40'PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 22 15+67.78, 18.00' LT 16.00 23 15+43.13, 18.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT GENERAL NOTES: 1.CONSTRUCT SW SABRINA AVE PER TYPICAL STREET SECTIONS A, SHEET 9.1 AND A3, SHEET 9.2. 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. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SA B R I N A A V E SE E S H E E T 9 . 1 HOLLY RIDGE LN SEE SHEET 13 INLET DATA: 4A 5A STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 22 3+40.83 SDLN-1 35.00 0.1059 249.66 D3034 23 3+84.79 SDLN-1 35.00 0.1453 251.26 D3034 30 4+38.23 SDLN-1 35.00 0.1539 251.83 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270 AND NOTCH WEIR WALL PER WEIR PLATE DETAIL, SHEET DTL5. INLET PIPES ARE NOT RADIAL TO MANHOLE. USE OVERSIZE CORE HOLES PER DETAIL ON SHEET DTL5 INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010. INSIDE DROP PER CWS DWG NO. 080. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. ARCH CULVERT AND FOOTINGS. REFER TO SHEET 7. CONSTRUCT 5.00' WIDE X 10.00' LONG X 1.5' THICK RIP-RAP OUTFALL WITHIN ARCH CULVERT PER SHEET DTL5. INSTALL DISSIPATION TEE AT OUTFLOW PIPE, RUN PIPE ALONG LENGTH OF CULVERT WALL. REFER TO DETAIL PER SHEET DTL6. STORM NOTES: 1 2 3 4 1A STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 1C 5 11 SDLN-3 SEE SHEET 15.3 12 3A 5B 13 5C 5D 6 #06D036C #06D035C #06D008C #06D007C #06D002C #06D003C #06D037 #06D038 #06D034 #06D019 245.54 245.42 247.49 243.44 248.91 243.57 238.11 240.78 232.66 239.38 232.47 238.11 232.66 232.47 240.78 239.38 249.44 0.0370 248.57 0.0431 238.40 0.0934 242.50 236.34 0.2723 239.07 235.46 0.2736 239.11 244.97 244.78 1A 2 (TYP) (TYP) SW FOREST HOLLOW STREET SW S A T S U M A A V E N U E S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 11 + 0 0 12 + 0 0 1+ 0 0 2+ 0 0 138 137 136 135 134 133 132 131 144 151145146 139 147 140 148 141 TR A C T B B 142 149143 150 TRACT AA SDMH 1T SDCI 1S.2 SDCI 1S.1 SDMH 1SSDCB 1P.1 SDMH 1RSDMH 1P SDCI 1Q.1 SDCI 1Q.2 SDMH 1Q 24+29 19+00 20+00 21+00 22+00 23+00 24+00 SD L N - 1 2 (TYP) 6.00' PUE 6.00' PUE 6.00' PUE1A (TYP) 1A (TYP) 1A (TYP) 3 (TYP) 3 (TYP) 3A 3B 3C 3D 2 2 POSSIBLE FUTURE SW FOREST HOLLOW STREET 1 11 1 SW SCHOLLS FERRY R O A D (POSSIBLE FUTURE I N F R A S T R U C T U R E ) W W W W W W W W W W W W 1 2 2 2 SDLN-1 SW FOREST HOLLOW STREET 6 (TYP) 6 (TYP) 75.00' SLOPE TRAN. SEE DET. THIS SHT. S D S D S D S D S D S D 1A (TYP) #06D103 #06D104C #06D101 #06D106 #06D107 #06D108C #06D109C #06D110 #06D105C SDCI 1Q.1 10+77.65, 15.50' L (FOREST HOLLOW) RIM/TC = 301.77 10" IE OUT = 296.93 34.85 LF (PVC) @S=0.0153 SDCI 1Q.2 10+77.65, 15.50' R (FOREST HOLLOW) RIM/TC = 301.51 10" IE OUT = 296.81 31.07 LF (PVC) @S=0.0133 SDCI 1S.1 14+67.00, 15.50' L (FOREST HOLLOW) RIM/TC = 311.68 10" IE OUT = 306.83 21.09 LF (ASTM D3034) @S=0.0312 SDCI 1S.2 14+67.04, 15.50' R (FOREST HOLLOW) RIM/TC = 311.70 10" IE OUT = 306.85 16.12 LF (ASTM D3034) @S=0.0424 265 270 280 290 300 310 320 330 340 265 270 280 290 300 310 320 330 340 6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 43.82 LF 12" (PVC) @ S=0.0096 176.74 LF 12" (PVC) @ S=0.0189 231.09 LF 12" (PV C ) @ S=0.0279 82.47 LF 12" (PVC ) @ S=0.0288 IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( A P P L E G R O V E ) ( F O R E S T H O L L O W ) FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING -2.50%-2.00% 2.78% 2.89% PV I S T A = 9 + 9 4 . 0 0 EL E V = 3 0 2 . 3 3 PV I S T A = 1 4 + 2 6 . 5 6 EL E V = 3 1 0 . 3 6 PV I S T A = 1 5 + 7 1 . 0 4 EL E V = 3 1 4 . 5 4 PVI STA: 10+81.43 PVI ELEV: 300.78 K: 20.00 LVC: 95.53 BV C S : 1 0 + 3 3 . 6 6 BV C E : 3 0 1 . 7 4 EV C S : 1 1 + 2 9 . 1 9 EV C E : 3 0 2 . 1 1 LOW PT. STA: 10+73.66 LOW PT ELEV: 301.34 POSSIBLE FUTURE SW FOREST HOLLOW STREET CENTERLINE ALIGNMENT IN T E R S E C T I O N ST A = 1 1 + 6 2 . 5 5 ( S A T S U M A ) ST A = 1 0 + 0 0 . 0 0 ( F O R E S T H O L L O W ) EL E V = 3 0 2 . 4 8 2.00% 7.65% 2.50% PV I S T A = 7 + 0 0 . 3 7 EL E V = 2 8 7 . 7 6 PV I S T A = 9 + 9 4 . 0 0 EL E V = 3 0 2 . 3 3 PVI STA: 7+99.99 PVI ELEV: 289.75 K: 30.00 LVC: 169.44 BV C S : 7 + 1 5 . 2 7 BV C E : 2 8 8 . 0 5 EV C S : 8 + 8 4 . 7 1 EV C E : 2 9 6 . 2 3 PVI STA: 9+50.00 PVI ELEV: 301.23 K: 10.00 LVC: 51.52 BV C S : 9 + 2 4 . 2 4 BV C E : 2 9 9 . 2 6 EV C S : 9 + 7 5 . 7 6 EV C E : 3 0 1 . 8 7 EN D S T R E E T C O N S T R U C T I O N SD M H 1 P ST A = 1 0 + 0 6 . 0 0 , 3 . 0 6 ' L (F O R E S T H O L L O W ) 12 " I E I N = 2 9 4 . 3 6 ( E ) 10 " I E I N = 2 9 7 . 4 4 ( N ) 12 " I E O U T = 2 9 4 . 1 6 ( S ) ST A = 1 8 + 9 9 . 0 0 ( S D L N - 1 ) RI M = 3 0 2 . 4 8 SD M H 1 Q ST A = 1 0 + 4 9 . 0 7 , 4 . 9 9 ' R (F O R E S T H O L L O W ) 12 " I E I N = 2 9 4 . 9 8 ( E ) 10 " I E I N = 2 9 6 . 4 0 ( N E ) 10 " I E I N = 2 9 6 . 4 0 ( E ) 12 " I E O U T = 2 9 4 . 7 8 ( W ) ST A = 1 9 + 4 2 . 8 2 ( S D L N - 1 ) RI M = 3 0 1 . 3 9 SD M H 1 R ST A = 1 2 + 2 5 . 6 5 , 3 . 0 0 ' R (F O R E S T H O L L O W ) 12 " I E I N = 2 9 8 . 5 2 ( E ) 4" I E I N = 2 9 8 . 5 2 ( S ) 12 " I E O U T = 2 9 8 . 3 2 ( W ) ST A = 2 1 + 1 9 . 5 6 ( S D L N - 1 ) RI M = 3 0 4 . 7 3 SD M H 1 S ST A = 1 4 + 5 6 . 8 6 , 3 . 0 0 ' R (F O R E S T H O L L O W ) 12 " I E I N = 3 0 5 . 1 8 ( E ) 10 " I E I N = 3 0 6 . 1 7 ( N E ) 10 " I E I N = 3 0 6 . 1 7 ( S E ) 6" I E I N = 3 0 5 . 1 8 ( N ) 12 " I E O U T = 3 0 4 . 9 8 ( W ) ST A = 2 3 + 5 0 . 6 5 ( S D L N - 1 ) RI M = 3 1 1 . 1 6 SD M H 1 T ST A = 1 5 + 3 9 . 3 3 , 3 . 0 0 ' R (F O R E S T H O L L O W ) 12 " I E O U T = 3 0 7 . 5 5 ( W ) ST A = 2 4 + 3 3 . 1 2 ( S D L N - 1 ) RI M = 3 1 3 . 5 6 #0 6 D 1 0 1 #0 6 D 1 0 3 #0 6 D 1 0 6 #0 6 D 1 0 7 #0 6 D 1 1 0 30 2 . 3 4 29 3 . 9 2 29 3 . 7 2 30 1 . 4 6 29 4 . 7 4 29 6 . 0 9 29 6 . 0 9 29 4 . 5 8 29 8 . 3 2 29 8 . 6 7 29 8 . 1 9 31 1 . 2 8 30 4 . 8 9 30 5 . 7 0 30 5 . 8 9 30 4 . 6 5 31 3 . 6 7 0.0192 0.0277 0.0321 0.0160 18 + 9 6 . 4 6 19 + 3 8 . 6 3 21 + 1 5 . 3 7 23 + 4 6 . 4 6 24 + 2 8 . 9 3 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW FOREST HOLLOW STREET PARKING ON BOTH SIDES PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 0 ) S T - F O R E S T H O L L O W . d w g - S H E E T : 10 Ap r . 1 8 , 1 7 - 9: 5 7 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 10 SW FOREST HOLLOW ST STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW FOREST HOLLOW ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW FOREST HOLLOW ST - PLAN SCALE: 1" = 40' PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 131 13+53.82, 14.00' RT 16.00 132 13+27.82, 14.00' RT 16.00 133 12+85.82, 14.00' RT 16.00 134 12+37.33, 14.00' RT 16.00 135 11+96.25, 14.00' RT 16.00 136 11+46.83, 14.00' RT 16.00 137 11+05.88, 14.00' RT 16.00 138 10+60.14, 14.00' RT 16.00 INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT 3B 3C GENERAL NOTES: 1.CONSTRUCT SW FOREST HOLLOW ST PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."POSSIBLE FUTURE SW FOREST HOLLOW STREET" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SATSUMA AVE SEE SHEET 14.1 APPLE GROVE TER SEE SHEET 16 3D STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 131 22+39.54 SDLN-1 27.67 0.0534 303.60 D3034 132 22+15.65 SDLN-1 27.60 0.0538 302.94 D3034 133 21+49.60 SDLN-1 27.42 0.0543 301.10 D3034 134 SDMH 1T 28.00 0.0621 300.26 D3034 135 20+64.11 SDLN-1 26.23 0.0456 298.72 D3034 136 20+24.52 SDLN-1 26.96 0.0303 297.59 D3034 137 19+74.15 SDLN-1 28.04 0.0359 296.83 D3034 139 19+53.17 SDLN-1 35.19 0.0422 296.91 D3034 140 19+81.63 SDLN-1 33.82 0.0271 296.88 D3034 141 20+21.53 SDLN-1 35.01 0.0243 297.57 D3034 142 20+61.97 SDLN-1 35.78 0.0329 298.66 D3034 143 21+01.46 SDLN-1 34.96 0.0427 299.72 D3034 144 21+39.42 SDLN-1 34.49 0.0436 300.83 D3034 145 21+79.62 SDLN-1 34.51 0.0429 301.93 D3034 146 22+18.73 SDLN-1 34.40 0.0430 303.02 D3034 147 22+59.46 SDLN-1 34.27 0.0430 304.15 D3034 148 22+98.97 SDLN-1 34.15 0.0503 305.50 D3034 149 SDMH 1U 34.00 0.0513 306.92 D3034 150 23+97.23 SDLN-1 34.00 0.0381 308.06 D3034 151 24+30.04 SDLN-1 34.00 0.0383 309.01 D3034 PRIVATE DRIVEWAY STATIONS LOT#STREET STATION WIDTH 139 10+62.01, 14.00' LT 16.00 140 11+04.64, 14.00' LT 16.00 141 11+44.43, 14.00' LT 16.00 142 11+83.58, 14.00' LT 16.00 143 12+22.62, 14.00' LT 16.00 144 12+61.76, 14.00' LT 16.00 145 13+01.75, 14.00' LT 16.00 146 13+41.75, 14.00' LT 16.00 147 13+81.75, 14.00' LT 16.00 148 14+21.75, 14.00' LT 16.00 149 14+76.75, 14.00' LT 16.00 150 15+16.75, 14.00' LT 16.00 151 15+57.80, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 6 2.50%2.50% CL FULL CROWN STA: 11+18.00 TOC LT ELEV: 301.94 FULL SHED STA: 10+43.00 TOC LT ELEV: 302.30 CL 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL FLAT CROSS SLOPE STA: 10+77.65 TOC LT ELEV: 301.76 CL 2.50%0.00% TOC RT ELEV: 301.45 #06D105C #06D104C #06D109C #06D108C 0.0322 302.9 296.60 0.0143 301.88 296.34 0.0080 306.26 0.0284 306.27 0.0248 0.0263 302.0 0.0744 301.6 0.0562 299.0 0.0616 300.4 0.0363 297.7 0.0340 296.6 0.0798 298.3 0.0663 298.3 0.0469 298.3 20+56.7 0.0430 299.0 20+95.6 0.0662 300.6 0.0590 301.3 0.0611 302.5 0.0678 303.8 22+53.7 0.0748 305.2 0.0655 305.9 0.0817 308.1 0.0797 309.7 20+15.4 19+77.4 19+50.8 19+69.6 20+20.5 20+60.0 21+44.8 22+10.7 20+35.3 36.8 36.0 36.3 36.2 36.0 36.4 36.0 36.9 37.9 37.7 37.6 37.5 28.1 27.4 28.4 28.8 29.1 28.9 20+34.1 21+74.7 22+14.1 22+94.5 23+92.8 SW SHADOW TRAIL STREET S D S D S D S D SD SD SD SD SD SD S D S S S S S S S S S S S S S S S S S S S S S S 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 3 + 0 0 4 + 0 0 13 + 0 0 14 + 0 0 51 129127126125124 123122 128 130 121 114118115 119 116 120 113117 50 SDCI 4H.1 SDCI 4H.2 SDMH 4H SDMH 7C SDMH 4F SDMH 7B SDCI 1O.2 SDMH 1O SDCI 7A.1 SDCI 7A.2SDMH 1N SDMH 7A 4+54 1+00 2+00 3+00 4+00 SD S S S S S S SS SS 2 (TYP) SDLN-7 6.00' PUE 6.00' PUE 3A 1A (TYP) 3B SDMH 4G SD L N - 1 S D L N - 4 2 (TYP) 3 (TYP) 3 (TYP) 1A (TYP) 1A (TYP) 2 2 1 2 2 21 1 POSSIBLE FUTURE SW SHADOW TRAIL STREET W W W W W W W W W W W W W 1 SDCB 1O.1 6 (TYP) 6 (TYP) 50.00' SLOPE TRAN. SEE DET. 2 THIS SHT. 85.00' SLOPE TRAN. SEE DET. 1 THIS SHT. #06D095C #06D092 #06D094C #06D093 #06D096 #06D097 SDCI 7A.1 10+45.89, 15.50' L (SHADOW TRAIL) RIM/TC = 284.43 10" IE OUT = 279.80 19.92 LF (PVC) @S=0.0462 SDCI 7A.2 10+45.89, 15.50' R (SHADOW TRAIL) RIM/TC = 283.92 10" IE OUT = 279.25 11.10 LF (PVC) @S=0.0333 250 260 270 280 290 300 310 320 330 250 260 270 280 290 300 310 320 330 6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 39.32 LF 12" PVC (PVC) @ S=0.0053 193.18 LF 12" PV C ( P V C ) @ S=0.0288 121.19 LF 1 2 " P V C ( P V C ) @ S=0.0440 IN T E R S E C T I O N ST A = 1 3 + 9 2 . 5 5 ( S A T S U M A ) ( S H A D O W T R A I L ) IN T E R S E C T I O N ST A = 3 + 3 2 . 4 2 ( A P P L E G R O V E ) ( S H A D O W T R A I L ) FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 3.17% 2.50% PV I S T A = 7 + 0 0 . 0 0 EL E V = 2 7 6 . 1 1 PV I S T A = 8 + 0 5 . 7 1 EL E V = 2 7 9 . 4 6 3.17% 2.50% PV I S T A = 7 + 0 0 . 0 0 EL E V = 2 7 6 . 1 1 PV I S T A = 8 + 0 5 . 7 1 EL E V = 2 7 9 . 4 6 PVI STA = 9+94.00 ELEV = 284.17 2.50% 2.50% 5.00% 2.00% 2.12%-2.50% -1.50% PV I S T A = 1 0 + 0 0 . 0 0 EL E V = 2 8 4 . 3 2 PV I S T A = 1 4 + 4 6 . 5 6 EL E V = 2 9 8 . 8 9 PVI STA = 14+32.56 ELEV = 298.54 PVI STA = 10+11.94 ELEV = 284.02 PVI STA: 13+78.92 PVI ELEV: 297.47 K: 20.00 LVC: 59.95 BV C S : 1 3 + 4 8 . 9 4 BV C E : 2 9 5 . 9 7 EV C S : 1 4 + 0 8 . 8 9 EV C E : 2 9 8 . 0 7 PVI STA: 11+32.55 PVI ELEV: 285.15 K: 14.00 LVC: 40.25 BV C S : 1 1 + 1 2 . 4 2 BV C E : 2 8 4 . 7 3 EV C S : 1 1 + 5 2 . 6 7 EV C E : 2 8 6 . 1 6 PVI STA: 10+51.31 PVI ELEV: 283.43 K: 20.00 LVC: 72.46 BV C S : 1 0 + 1 5 . 0 8 BV C E : 2 8 3 . 9 7 EV C S : 1 0 + 8 7 . 5 4 EV C E : 2 8 4 . 2 0 LOW PT. STA: 10+45.08 LOW PT ELEV: 283.75 POSSIBLE FUTURE SW SHADOW TRAIL STREET CENTERLINE ALIGNMENT CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 N ST A = 1 0 + 0 6 . 0 0 , 4 . 4 1 ' R (S H A D O W T R A I L ) 12 " I E I N = 2 7 7 . 5 0 ( N ) 12 " I E I N = 2 7 7 . 5 0 ( E ) 12 " I E O U T = 2 7 7 . 3 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 7 ) RI M = 2 8 3 . 9 5 SD M H 7 A ST A = 1 0 + 4 5 . 3 2 , 4 . 4 1 ' R (S H A D O W T R A I L ) 12 " I E I N = 2 7 7 . 9 1 ( E ) 10 " I E I N = 2 7 8 . 8 8 ( N ) 10 " I E I N = 2 7 8 . 8 8 ( S ) 12 " I E O U T = 2 7 7 . 7 1 ( W ) ST A = 1 + 3 9 . 3 2 ( S D L N - 7 ) RI M = 2 8 3 . 6 6 SD M H 7 B ST A = 1 2 + 3 8 . 4 6 , 3 . 0 0 ' R (S H A D O W T R A I L ) 12 " I E I N = 2 8 4 . 6 7 ( E ) 12 " I E O U T = 2 8 3 . 4 7 ( W ) ST A = 3 + 3 2 . 5 0 ( S D L N - 7 ) RI M = 2 9 0 . 3 9 SD M H 7 C ST A = 1 3 + 5 9 . 7 5 , 2 . 9 7 ' R (S H A D O W T R A I L ) 4" I E I N = 2 9 0 . 2 0 ( N ) 12 " I E O U T = 2 9 0 . 0 0 ( W ) ST A = 4 + 5 3 . 6 9 ( S D L N - 7 ) RI M = 2 9 6 . 4 2 #0 6 D 0 9 2 #0 6 D 0 9 3 #0 6 D 0 9 6 #0 6 D 0 9 7 27 6 . 8 3 27 6 . 8 3 27 6 . 5 5 27 7 . 3 9 27 8 . 4 3 27 8 . 3 4 27 7 . 2 1 28 4 . 0 0 28 2 . 8 9 28 9 . 9 5 28 9 . 5 8 0.0100 0.0285 0.0462 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW SHADOW TRAIL STREET PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 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. 0.50'0.50' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 1 ) S T - S H A D O W T R A I L . d w g - S H E E T : 11 Ap r . 1 8 , 1 7 - 9: 5 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 11 SW SHADOW TRAIL ST STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SHADOW TRAIL ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SHADOW TRAIL ST - PLAN SCALE: 1" = 40' INLET DATA: 3A GENERAL NOTES: 1.CONSTRUCT SW SHADOW TRAIL ST PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."POSSIBLE FUTURE SW SHADOW TRAIL STREET" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B APPLE GROVE TER SEE SHEET 16 APPLE GROVE TER SEE SHEET 16 SATSUMA AVE SEE SHEET 14.1 SATSUMA AVE SEE SHEET 14.1 GR A N I T A L N SE E S H E E T 1 9 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 114 4+40.56 SDLN-7 27.98 0.0550 291.21 D3034 115 4+02.64 SDLN-7 27.86 0.0472 289.32 D3034 116 3+49.69 SDLN-7 27.71 0.0355 286.66 D3034 117 3+13.14 SDLN-7 27.17 0.0632 284.88 D3034 118 2+63.64 SDLN-7 27.30 0.0206 282.30 D3034 119 2+24.42 SDLN-7 29.22 0.0200 281.19 D3034 120 1+77.09 SDLN-7 29.11 0.0269 280.03 D3034 122 1+48.93 SDLN-7 34.71 0.0387 279.78 D3034 123 1+80.47 SDLN-7 32.81 0.0212 280.04 D3034 124 2+21.19 SDLN-7 32.69 0.0200 281.17 D3034 125 2+61.03 SDLN-7 34.64 0.0200 282.36 D3034 126 3+00.78 SDLN-7 35.13 0.0394 284.19 D3034 127 3+38.56 SDLN-7 34.17 0.0279 286.14 D3034 128 3+78.73 SDLN-7 34.22 0.0341 288.12 D3034 129 4+18.86 SDLN-7 34.09 0.0411 290.12 D3034 130 SDMH 7C 33.97 0.0468 291.79 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 113 13+99.82, 14.00' RT 16.00 114 13+73.82, 14.00' RT 16.00 115 13+25.82, 14.00' RT 16.00 116 12+85.82, 14.00' RT 16.00 117 12+37.18, 14.00' RT 16.00 118 11+95.75, 14.00' RT 16.00 119 11+45.94, 14.00' RT 16.00 120 11+06.79, 14.00' RT 16.00 121 10+60.43, 14.00' RT 16.00 122 10+61.64, 14.00' LT 16.00 123 11+03.33, 14.00' LT 16.00 124 11+44.98, 14.00' LT 16.00 125 11+84.10, 14.00' LT 16.00 126 12+22.87, 14.00' LT 16.00 127 12+61.76, 14.00' LT 16.00 128 13+01.75, 14.00' LT 16.00 129 13+41.75, 14.00' LT 16.00 130 13+67.75, 14.00' LT 16.00 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 6 2.50%2.50% CL FULL CROWN STA: 11+28.00 TOC LT ELEV: 285.25 FULL SHED STA: 10+43.00 TOC LT ELEV: 284.48 CL 2.50% 2.50% 1 2.50%2.50% CL FULL CROWN STA: 13+45.74 TOC LT ELEV: 295.92 FLAT CROSS SLOPE STA: 13+70.74 TOC LT ELEV: 297.36 CL FULL SHED STA: 13+95.74 TOC LT ELEV: 298.49 CL 2.50%0.00% 2.50% 2.50% 2 TOC RT ELEV: 297.05 TOC RT ELEV: 297.87 CROSS SLOPE TRANSITION DETAIL CROSS SLOPE TRANSITION DETAIL 0.0544 291.0 #06D095C #06D094C 278.64 0.0100 284.64 278.49 0.0180 0.0599 289.4 0.0422 286.4 0.0298 283.6 0.0148 281.7 0.0065 280.4 0.0416 280.1 0.0876 281.1 0.0678 281.2 0.0639 282.3 0.0655 283.6 0.0771 285.3 0.0741 287.4 0.0713 289.1 0.0657 290.7 0.0454 291.6 4+20.0 30.5 30.5 30.7 30.1 30.0 32.3 32.4 35.2 34.9 35.6 37.1 37.8 36.9 36.4 36.2 36.4 SW AMELIA STREET S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 6+ 0 0 16 + 0 0 14 + 0 0 104 111107110106109 105 112108 96 102 101 100 98 97 9394 95 99 58 39 38 103 57 SDMH 2G SDCI 4E.1 SDCI 4E.2 SDMH 4E SDMH 10A SDMH 4DSDMH 8C SDCI 1M.2SDCB 1M.1 SDMH 8B SDMH 1M SDCI 8A.2 SDCI 8A.1 SDMH 8A 5+38 1 + 0 0 2+00 3+00 4+00 5+00 1+00 SDCI 4D.1 SDCI 4D.2 3A 2 (TYP) SDLN-8 6.00' PUE SDCB 10A.1 SDCI 2G.1 SDCB 2G.2 6.00' PUE SD L N - 1 SD L N - 4 SDLN-10 SD L N - 2 6.00' PUE 6.00' PUE1A (TYP) 3B 1A (TYP) 1A (TYP)2 (TYP) 3 (TYP) 3 (TYP) 1A (TYP) 1A (TYP) 4A 3C 3+ 0 0 2 2 POSSIBLE FUTURE SW AMELIA STREET 1 1 1 11 2 2 2 W W W W W W W W W W W W W W 5 W W W W W 2 6 (TYP) 6 (TYP) FULL SHED SEE DET. B1 THIS SHT. 50.00' SLOPE TRAN. SEE DET. 2 THIS SHT. 65.00' SLOPE TRAN. SEE DET. 1 THIS SHT. #06D085 #06D086C #06D087C #06D088 #06D089 #06D064 #06D066C #06D067C #06D065 #06D084 SDCI 8A.1 10+46.87, 15.50' L (AMELIA) RIM/TC = 267.93 10" IE OUT = 262.82 20.31 LF (PVC) @S=0.0197 SDCI 8A.2 10+47.60, 15.51' R (AMELIA) RIM/TC = 267.40 10" IE OUT = 262.85 11.83 LF (PVC) @S=0.0368 SDCI 4D.2 15+39.10, 15.50' R (AMELIA) RIM/TC = 284.40 10" IE OUT = 281.46 31.00 LF (PVC) @S=0.0200 SDCI 4D.1 15+38.98, 15.50' L (AMELIA) RIM/TC = 284.94 10 IE IN = 280.84 31.00 LF (PVC) @S=0.0200 12" IE OUT = 280.64 43.34 LF (PVC) @S=0.0378 235 240 250 260 270 280 290 300 310 320 235 240 250 260 270 280 290 300 310 320 6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 45.42 LF 12" (PVC) @ S=0.0050 208.81 LF 12" (PVC) @ S=0.0184 183.79 LF 1 2 " ( P V C ) @ S=0.0449 99.80 LF 12" (PVC) @ S=0.0200 IN T E R S E C T I O N ST A = 5 + 6 9 . 9 1 ( A P P L E G R O V E ) ( A M E L I A ) IN T E R S E C T I O N ST A = 1 7 + 2 4 . 4 7 ( A U B E R G I N E ) ST A = 1 3 + 8 2 . 6 7 ( A M E L I A ) EL E V = 2 8 7 . 8 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE -2.50% -2.50% 2.50% 0.50% 5.00% 2.50%-1.55%6.14% 2.00% -1.55%2.13% PVI STA = 9+94.00 ELEV = 267.89 PV I S T A = 1 0 + 1 3 . 4 7 EL E V = 2 6 7 . 7 0 PV I S T A = 1 5 + 0 8 . 7 9 EL E V = 2 8 4 . 6 5 PV I S T A = 1 7 + 2 4 . 4 8 EL E V = 2 8 7 . 8 8 PV I S T A = 1 4 + 9 4 . 7 9 EL E V = 2 8 5 . 0 0 PVI STA = 14+80.79 ELEV = 284.65 PVI STA: 14+21.01 PVI ELEV: 283.45 K: 20.00 LVC: 60.03 BV C S : 1 3 + 9 0 . 9 9 BV C E : 2 8 1 . 9 5 EV C S : 1 4 + 5 1 . 0 2 EV C E : 2 8 4 . 0 5 PVI STA: 16+04.86 PVI ELEV: 287.28 K: 12.00 LVC: 67.72 BV C S : 1 5 + 7 1 . 0 1 BV C E : 2 8 5 . 2 0 EV C S : 1 6 + 3 8 . 7 2 EV C E : 2 8 7 . 4 5 PVI STA: 11+29.13 PVI ELEV: 268.86 K: 13.00 LVC: 37.30 BV C S : 1 1 + 1 0 . 4 8 BV C E : 2 6 8 . 4 6 EV C S : 1 1 + 4 7 . 7 8 EV C E : 2 6 9 . 7 9 SD M H 1 0 A ST A = 1 5 + 9 9 . 5 8 , 3 . 0 0 ' R (A M E L I A ) 10 " I E I N = 2 8 1 . 2 0 ( N ) 12 " I E O U T = 2 8 1 . 0 0 ( W ) ST A = 1 + 9 9 . 8 0 ( S D L N - 1 0 ) RI M = 2 8 6 . 5 5 SD M H 4 D ST A = 1 4 + 9 9 . 7 9 , 3 . 0 0 ' R (A M E L I A ) 12 " I E I N = 2 7 9 . 0 0 ( N ) 12 " I E I N = 2 7 9 . 0 0 ( E ) 12 " I E I N = 2 7 9 . 0 0 ( N E ) 12 " I E O U T = 2 7 8 . 8 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 0 ) RI M = 2 8 4 . 7 4 SD M H 8 C ST A = 1 4 + 3 5 . 9 6 , 3 . 0 0 ' R (A M E L I A ) 12 " I E O U T = 2 7 7 . 1 6 ( W ) ST A = 5 + 3 8 . 0 2 ( S D L N - 8 ) RI M = 2 8 3 . 6 0 SD M H 8 B ST A = 1 2 + 5 2 . 1 2 , 2 . 9 1 ' R (A M E L I A ) 12 " I E I N = 2 6 8 . 9 0 ( E ) 4" I E I N = 2 6 8 . 9 0 ( N ) 12 " I E O U T = 2 6 5 . 7 6 ( W ) ST A = 3 + 5 4 . 2 3 ( S D L N - 8 ) RI M = 2 7 4 . 9 5 SD M H 8 A ST A = 1 0 + 4 3 . 2 9 , 4 . 4 9 ' R (A M E L I A ) 12 " I E I N = 2 6 1 . 9 2 ( E ) 10 " I E I N = 2 6 2 . 4 2 ( N ) 10 " I E I N = 2 6 2 . 4 2 ( S ) 12 " I E O U T = 2 6 1 . 7 2 ( N W ) ST A = 1 + 4 5 . 4 2 ( S D L N - 8 ) RI M = 2 6 7 . 1 6 SD M H 1 M ST A = 1 0 + 0 6 . 0 0 , 2 1 . 4 5 ' L (A M E L I A ) 12 " I E I N = 2 6 1 . 4 9 ( N ) 12 " I E I N = 2 6 1 . 4 9 ( S E ) 10 " I E I N = 2 6 2 . 5 0 ( N E ) 10 " I E I N = 2 6 4 . 1 4 ( W ) 12 " I E O U T = 2 6 1 . 2 9 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 8 ) RI M = 2 6 9 . 0 5 CLASS 'B' GRANULAR BACKFILL & BEDDING IN T E R S E C T I O N ST A = 1 6 + 2 2 . 5 5 ( S A T S U M A ) ST A = 1 0 + 0 0 . 0 0 ( A M E L I A ) EL E V = 2 6 8 . 0 4 PVI STA: 10+49.06 PVI ELEV: 267.15 K: 5.00 LVC: 18.40 BV C S : 1 0 + 3 9 . 8 6 BV C E : 2 6 7 . 2 9 EV C S : 1 0 + 5 8 . 2 6 EV C E : 2 6 7 . 3 4 LOW PT. STA: 10+47.60 LOW PT ELEV: 267.23 PVI STA: 15+51.37 PVI ELEV: 283.99 K: 5.00 LVC: 38.45 BV C S : 1 5 + 3 2 . 1 4 BV C E : 2 8 4 . 2 9 EV C S : 1 5 + 7 0 . 5 9 EV C E : 2 8 5 . 1 7 LOW PT. STA: 15+39.87 LOW PT ELEV: 284.23 #0 6 D 0 8 4 #0 6 D 0 8 5 #0 6 D 0 8 8 #0 6 D 0 8 9 #0 6 D 0 6 4 #0 6 D 0 6 5 26 9 . 2 2 26 1 . 1 6 26 1 . 1 4 26 2 . 2 8 26 3 . 5 2 26 0 . 9 1 26 2 . 2 0 26 2 . 2 6 26 8 . 7 7 26 8 . 5 8 28 3 . 7 0 27 7 . 0 0 27 8 . 8 1 27 8 . 7 2 27 8 . 6 2 27 8 . 5 7 28 0 . 5 8 0.0137 0.0446 0.0190 27 7 . 0 5 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW AMELIA STREET (FULL SHED) PUE 6' B1 PLANT. 5.5' R/W PUE 6' PLANT. 5.5' SW 5' 1 DTL1 5' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MAX. 0.50'0.50' 2.50% 5:1 MAX . 270 280 290 300 310 320 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW AMELIA STREET PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 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. 0.50'0.50' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 2 ) S T - A M E L I A . d w g - S H E E T : 12 Ap r . 1 8 , 1 7 - 9: 5 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 12 SW AMELIA ST STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW AMELIA ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW AMELIA ST - PLAN SCALE: 1" = 40' INLET DATA: 3A GENERAL NOTES: 1.CONSTRUCT SW AMELIA ST PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4."POSSIBLE FUTURE SW AMELIA STREET" STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 5.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B APPLE GROVE TER SEE SHEET 16 AUBERGINE TER SEE SHEET 17 AUBERGINE TER SEE SHEET 17 APPLE GROVE TER SEE SHEET 16 SATSUMA AVE SEE SHEET 14.1 SATSUMA AVE SEE SHEET 14.2 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 93 14+31.82, 14.00' RT 16.00 94 14+05.82, 14.00' RT 16.00 95 13+63.82, 14.00' RT 16.00 96 13+21.82, 14.00' RT 16.00 97 12+36.79, 14.00' RT 16.00 98 13+00.12, 14.00' RT 16.00 99 11+70.00, 14.00' RT 16.00 100 11+44.52, 14.00' RT 16.00 101 10+88.11, 14.00' RT 16.00 102 10+62.52, 14.00' RT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 103 10+61.40, 14.00' LT 16.00 104 10+87.94, 14.00' LT 16.00 105 11+44.04, 14.00' LT 16.00 106 11+70.46, 14.00' LT 16.00 107 12+30.97, 14.00' LT 16.00 108 12+56.28, 14.00' LT 16.00 109 13+09.75, 14.00' LT 16.00 110 13+57.75, 14.00' LT 16.00 111 13+97.75, 14.00' LT 16.00 112 14+23.75, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 16+07.06, 14.00' LT (AMELIA) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 5 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 4 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 93 5+25.89 SDLN-8 28.00 0.0648 278.68 D3034 94 4+85.40 SDLN-8 28.00 0.0673 276.93 D3034 95 4+41.87 SDLN-8 28.00 0.0593 274.75 D3034 96 4+01.35 SDLN-8 28.00 0.0518 272.72 D3034 97 3+58.01 SDLN-8 28.00 0.0435 270.54 D3034 98 3+15.29 SDLN-8 27.03 0.1151 268.40 D3034 99 2+67.23 SDLN-8 29.27 0.0520 265.93 D3034 100 2+24.94 SDLN-8 30.19 0.0200 264.23 D3034 101 1+80.86 SDLN-8 29.00 0.0311 263.72 D3034 102 1+56.89 SDLN-8 27.53 0.0404 263.49 D3034 103 1+59.89 SDLN-8 34.43 0.0304 263.48 D3034 104 1+83.98 SDLN-8 32.88 0.0257 263.72 D3034 105 2+31.88 SDLN-8 31.84 0.0200 264.39 D3034 106 2+64.23 SDLN-8 32.66 0.0480 265.92 D3034 107 3+18.29 SDLN-8 34.94 0.0923 268.57 D3034 108 SDMH 8B 34.11 0.0377 270.19 D3034 109 3+91.30 SDLN-8 34.00 0.0412 272.22 D3034 110 4+29.80 SDLN-8 34.00 0.0471 274.15 D3034 111 4+77.80 SDLN-8 34.00 0.0543 276.55 D3034 112 5+17.80 SDLN-8 34.00 0.0547 278.36 D3034 ALLEY 1 SEE SHEET 19 6 2.50%2.50%CL FULL CROWN STA: 11+08.00 TOC LT ELEV: 268.52 FULL SHED STA: 10+43.00 TOC LT ELEV: 267.98 CL 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL 1 2.50%2.50%CL FULL CROWN STA: 14+05.73 TOC LT ELEV: 282.72 FLAT CROSS SLOPE STA: 14+30.73 TOC LT ELEV: 283.94 CL FULL SHED STA: 14+55.73 TOC LT ELEV: 284.88 CL 2.50%0.00% 2.50% 2.50% TOC RT ELEV: 283.63 TOC RT ELEV: 284.26 2 3C 4A 5+25.0 30.6 0.0391 277.9 #06D087C #06D086C #06D066C #06D067C 262.36 0.0098 262.38 0.0084 280.66 0.0100 284.51 280.41 0.0100 285.17 279.54 0.0207 0.1565 279.7 0.0758 275.3 0.0671 273.2 0.0641 271.2 0.1263 269.0 0.0771 266.9 0.0453 265.2 0.0260 263.6 0.0373 263.6 0.0504 264.4 0.0624 265.2 0.0307 264.9 0.0637 266.7 0.0365 269.9 0.0313 272.0 0.0569 276.8 4+84.5 30.2 4+40.5 30.2 3+99.5 30.7 30.3 3+14.0 28.8 31.4 32.7 1+78.9 28.3 1+59.0 28.2 37.6 36.2 35.4 36.1 38.2 36.7 3+92.5 37.3 4+29.0 36.9 37.0 37.3 SW HOLLY RIDGE LANE SD SD SD SD SD SD SD SD SD SS S S S S S S S S S S S S S S S S SS SS 2+00 3+00 4+00 17 + 0 0 18 + 0 0 5+ 0 0 6+ 0 0 SS SS SS 203 192021 17 1 2 18 15 16 202 201 SDMH 1B 1+ 0 0 2+ 0 0 3+00 4+00 5 + 0 0 S D S D S S SDCI 1B.1 SDCI 1B.2 SDCI 1C.2 SDMH 1A 3A 1A 2 (TYP) (TYP) 1A (TYP) 6.00' PUE 6.00' PUE 6.00' PUE SDLN-5SD L N - 1 SDMH 15H SD L N - 1 6 SD L N - 6 3 4A 1A (TYP) (TYP) 1A (TYP) 2 2 2 2 W W W W W W W W W W 1C SDMH 6A SDMH 5A 1 15 W S D S D S D S D S S SDMH 5B 6 (TYP) W W S D S D SD W W SDCI 5C.2 SDMH 5C SDCI 5C.1 TRACT J 200 199 S S S S 50.00' SLOPE TRAN. SEE DET. 1, THIS SHT. 50.00' SLOPE TRAN. SEE DET. 2, THIS SHT. #06D020C #06D022 #06D019 #06D021C #06D023 SDCI 1B.1 1+41.50, 15.99' R (HOLLY RIDGE) RIM/TC = 249.64 10 IE IN = 245.96 32.46 LF (PVC C900) @S=0.0193 12" IE OUT = 245.76 51.96 LF (PVC) @S=0.1762 SDCI 1B.2 1+48.33, 16.00' L (HOLLY RIDGE) RIM/TC = 250.34 10" IE OUT = 246.58 32.46 LF (PVC C900) @S=0.0193 210 220 230 240 250 260 270 280 290 300 210 220 230 240 250 260 270 280 290 300 0+50 1+00 2+00 3+00 4+00 5+00 6+00 -2.50%-1.50% 2.00% 3.20% 2.50% 2.50% 10.00 % PV I S T A = 1 + 0 0 . 0 0 EL E V = 2 5 0 . 1 3 PV I S T A = 1 + 1 4 . 0 0 EL E V = 2 4 9 . 7 8 PV I S T A = 4 + 1 7 . 3 4 EL E V = 2 6 4 . 4 6 PV I S T A = 4 + 8 0 . 0 4 EL E V = 2 6 6 . 0 3 PV I S T A = 5 + 3 9 . 0 5 EL E V = 2 6 7 . 9 2 PV I S T A = 5 + 6 9 . 8 9 EL E V = 2 6 8 . 6 9 PVI STA: 2+90.01 PVI ELEV: 261.91 K: 20.00 LVC: 159.99 BV C S : 2 + 1 0 . 0 2 BV C E : 2 5 3 . 9 1 EV C S : 3 + 7 0 . 0 1 EV C E : 2 6 3 . 5 1 PVI STA: 1+61.62 PVI ELEV: 249.07 K: 5.00 LVC: 57.51 BV C S : 1 + 3 2 . 8 6 BV C E : 2 4 9 . 5 0 EV C S : 1 + 9 0 . 3 7 EV C E : 2 5 1 . 9 5 LOW PT. STA: 1+40.36 LOW PT ELEV: 249.45 112.1 4 L F 1 2 " ( P V C ) @ S=0 . 1 1 0 3 229.14 LF 1 2 " ( P V C ) @ S=0.0472 IN T E R S E C T I O N ST A = 1 7 + 8 1 . 9 1 ( S A B R I N A ) ( H O L L Y R I D G E ) IN T E R S E C T I O N ST A = 5 + 2 1 . 8 3 ( B E A C H P L U M ) ST A = 4 + 3 1 . 3 4 ( H O L L Y R I D G E ) EL E V = 2 6 4 . 8 1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SD M H 1 B ST A = 0 + 9 4 . 0 0 , 5 . 6 9 ' L (H O L L Y R I D G E ) 24 " I E I N = 2 3 6 . 6 0 ( N ) 12 " I E I N = 2 3 5 . 0 3 ( E ) 12 " I E I N = 2 3 2 . 8 6 ( N W ) 12 " I E I N = 2 3 6 . 6 0 ( E ) 24 " I E O U T = 2 3 2 . 6 6 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 5 ) RI M = 2 5 0 . 3 4 SD M H 5 A ST A = 2 + 0 5 . 9 1 , 4 . 6 1 ' R (H O L L Y R I D G E ) 12 " I E I N = 2 4 7 . 6 0 ( N E ) 12 " I E O U T = 2 4 7 . 4 0 ( W ) ST A = 2 + 1 2 . 1 4 ( S D L N - 5 ) RI M = 2 5 3 . 4 0 SD M H 5 B ST A = 4 + 3 4 . 4 1 , 3 . 7 7 ' R (H O L L Y R I D G E ) 12 " I E I N = 2 5 8 . 6 2 ( N W ) 12 " I E I N = 2 5 8 . 6 2 ( N E ) 12 " I E O U T = 2 5 8 . 4 2 ( S W ) ST A = 4 + 4 1 . 2 7 ( S D L N - 5 ) RI M = 2 6 4 . 7 4 #0 6 D 0 1 9 #0 6 D 0 2 2 #0 6 D 0 2 3 23 8 . 1 1 23 9 . 3 8 23 2 . 7 1 24 0 . 7 8 23 2 . 4 7 24 7 . 3 7 24 7 . 1 1 25 8 . 2 1 25 8 . 2 3 25 8 . 0 8 0.068 7 0.0467 100.09 LF 12" PVC @ 0.0113 CAP STORMLINE STUB AT ROY ROGERS STA=1+00.09 IE=259.75 0.0152 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW HOLLY RIDGE LANE PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 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. 0.50'0.50' SDMH 1B PLAN 12" IN NW IE: 232.86 12" IN E IE: 235.03 24" OUT S IE: 232.66 60" SD 1B RIM: 250.34 230.00 0.78' 24" IN N IE: 236.60 12" IN SE IE: 236.60 24" OUT S IE: 232.66 24" IN N IE: 236.60 12" IN E IE: 235.03 12" IN SE IE: 236.60 235.00 240.00 2.25' 1.64' 4.94' SDMH 1B ROLLOUT DETAIL 12" IN NW IE: 232.86 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 3 ) S T - H O L L Y R I D G E . d w g - S H E E T : 13 Ap r . 1 8 , 1 7 - 9: 5 9 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 13 SW HOLLY RIDGE LN STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW HOLLY RIDGE LN - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW HOLLY RIDGE LN - PLAN SCALE: 1" = 40' INLET DATA: 4A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3A GENERAL NOTES: 1.CONSTRUCT SW HOLLY RIDGE LN PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. CALABASH TER SEE SHEET 20 BEACH PLUM TER SEE SHEET 18 BEACH PLUM TER SEE SHEET 18 SABRINA AVE SEE SHEET 9.2 SABRINA AVE SEE SHEET 9.2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 17 3+68.94 SDLN-5 34.25 0.0705 258.95 D3034 18 3+25.21 SDLN-5 33.93 0.0489 256.90 D3034 19 2+90.16 SDLN-5 33.67 0.0200 254.88 D3034 20 2+44.37 SDLN-5 33.34 0.0200 253.52 C900 21 1+65.73 SDLN-5 27.41 0.1412 246.40 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 17 3+71.70, 14.00' LT 16.00 18 3+41.66, 14.00' LT 16.00 19 2+97.89, 14.00' LT 16.00 20 2+55.65, 14.00' LT 16.00 21 2+11.12, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 3+14.48, 14.00' RT (HOLLY RIDGE) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SEE SHEET L1.06. 1A 2 3 5 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 60" STORM MANHOLE PER CWS DWG NO. 010. INSIDE DROP PER CWS 080. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (CG-48) PER CWS DWG NO. 340. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 4 1C 6 2.50%2.50% CL FULL CROWN STA: 1+96.58 TOC LT ELEV: 252.68 FLAT CROSS SLOPE STA: 1+71.58 TOC LT ELEV: 250.84 CL FULL SHED STA: 1+46.58 TOC LT ELEV: 250.24 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL1 2.50%2.50% CL FULL CROWN STA: 3+39.28 TOC LT ELEV: 262.73 FLAT CROSS SLOPE STA: 3+64.28 TOC LT ELEV: 263.79 CL FULL SHED STA: 3+89.28 TOC LT ELEV: 264.63 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL2 TOC RT ELEV: 250.53 TOC RT ELEV: 249.62 TOC RT ELEV: 263.48 TOC RT ELEV: 264.01 36.7 0.1108 259.1 #06D020C #06D021C #06D019 239.38 240.78 232.47 232.71 238.11 240.78 239.38 232.71 238.11 232.47 249.85 0.0132 246.20 1+46.3 31.3 245.97 0.0925 31.3 0.0132 SW SATSUMA AVENUE SW SATSUMA AVENUE S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S SS SS SS 11+00 12+00 13+0014+0015+0016+0017+00 10 + 0 0 1 1 + 0 0 10 + 0 0 1 1 + 0 0 10 + 0 0 1 1 + 0 0 103 104 121 120 102 101 138 137123 122 139 140 SDCB 1P.1 SDMH 1P SDCI 1Q.1SDCI 1Q.2 SDMH 1Q SDCI 1O.2 SDCB 1O.1 SDMH 1O SDCI 7A.1 SDCI 7A.2 SDMH 1N SDMH 7A SDCI 1M.2 SDCB 1M.1 SDMH 1M SDCI 8A.2 SDCI 8A.1 SDMH 8A 14+00 15+00 16+00 17+00 18+00 19 + 0 0 2 0 + 0 0 SDLN-1 S D L N - 1 S D L N - 7 S D L N - 8 SDLN-1 8.00' PUE 8.00' PUE 8.00' PUE 8.00' PUE 2 (TYP) 2 (TYP) 1A (TYP) 1A (TYP) 1A (TYP) 1A (TYP) 1A (TYP) 1A (TYP) 3A 3B 5C 5A 5B 222 W W WWWWWWWW W W W 1 1 1 1 F M F M F M F M F M F M F M F M F M F M F M F M F M F M 50.00' SLOPE TRAN. SEE DET. THIS SHT. S D S D S D #06D090C #06D084 #06D091C #06D092 #06D099C #06D098 #06D100C #06D101 #06D102C 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 1M.2 15+81.27, 19.50' L (SATSUMA) RIM/TC = 270.57 10" IE OUT = 265.61 24.00 LF (PVC) @S=0.1295 SDCI 1O.2 13+48.96, 19.50' L (SATSUMA) RIM/TC = 286.82 10" IE OUT = 281.83 14.00 LF (PVC) @S=0.0304 230 240 250 260 270 280 290 300 310 320 330 230 240 250 260 270 280 290 300 310 320 330 9+5010+0011+0012+0013+0014+0015+0016+0017+00 193.19 L F 1 2 " ( P V C ) @ S=0.07 1 4 44.29 LF 1 2 " ( P V C ) @ S=0.06 0 3 204.14 L F 1 2 " ( P V C ) @ S=0.0 7 7 4 240.45 LF 1 2 " ( P V C ) @ S=0.0420 -2.50% -9.37% -10.6 3 % -5.00% -5.00% -2.50% -5.20% PV I S T A = 1 0 + 1 8 . 1 5 EL E V = 3 0 9 . 0 0 PV I S T A = 1 1 + 3 9 . 7 6 EL E V = 3 0 3 . 6 2 PVI STA: 13+40.11 PVI ELEV: 286.94 K: 13.40 LVC: 75.47 BV C S : 1 3 + 0 2 . 3 8 BV C E : 2 9 0 . 9 5 EV C S : 1 3 + 7 7 . 8 5 EV C E : 2 8 5 . 0 5 PVI STA: 15+89.37 PVI ELEV: 269.59 K: 13.40 LVC: 63.27 BV C S : 1 5 + 5 7 . 7 3 BV C E : 2 7 2 . 5 6 EV C S : 1 6 + 2 1 . 0 0 EV C E : 2 6 8 . 1 2 PVI STA: 12+21.81 PVI ELEV: 299.52 K: 20.00 LVC: 112.64 BV C S : 1 1 + 6 5 . 4 9 BV C E : 3 0 2 . 3 3 EV C S : 1 2 + 7 8 . 1 3 EV C E : 2 9 3 . 5 3 PVI STA: 14+77.45 PVI ELEV: 280.07 K: 20.00 LVC: 87.31 BV C S : 1 4 + 3 3 . 7 9 BV C E : 2 8 2 . 2 6 EV C S : 1 5 + 2 1 . 1 0 EV C E : 2 7 5 . 9 9 PVI STA: 10+52.97 PVI ELEV: 308.13 K: 5.00 LVC: 13.48 BV C S : 1 0 + 4 6 . 2 3 BV C E : 3 0 8 . 3 0 EV C S : 1 0 + 5 9 . 7 1 EV C E : 3 0 7 . 7 8 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( A M E L I A ) ST A = 1 6 + 2 2 . 5 5 ( S A T S U M A ) EL E V = 2 6 8 . 0 4 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( S H A D O W T R A I L ) ST A = 1 3 + 9 2 . 5 5 ( S A T S U M A ) EL E V = 2 8 4 . 3 2 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 (F O R E S T H O L L O W ) ST A = 1 1 + 6 2 . 5 5 (S A T S U M A ) EL E V = 3 0 2 . 4 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE BE G I N S T R E E T C O N S T R U C T I O N SD M H 1 M ST A = 1 6 + 0 1 . 1 1 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 6 1 . 4 9 ( N ) 12 " I E I N = 2 6 1 . 4 9 ( S E ) 10 " I E I N = 2 6 2 . 5 0 ( N E ) 10 " I E I N = 2 6 4 . 1 4 ( W ) 12 " I E O U T = 2 6 1 . 2 9 ( S ) ST A = 1 4 + 5 7 . 3 9 ( S D L N - 1 ) RI M = 2 6 9 . 0 5 SD M H 1 N ST A = 1 3 + 9 6 . 9 7 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 7 7 . 5 0 ( N ) 12 " I E I N = 2 7 7 . 5 0 ( E ) 12 " I E O U T = 2 7 7 . 3 0 ( S ) ST A = 1 6 + 6 1 . 5 3 ( S D L N - 1 ) RI M = 2 8 3 . 9 5 SD M H 1 O ST A = 1 3 + 5 2 . 6 8 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 8 0 . 3 7 ( N ) 10 " I E I N = 2 8 1 . 5 5 ( W ) 10 " I E I N = 2 8 1 . 4 0 ( E ) 12 " I E O U T = 2 8 0 . 1 7 ( S ) ST A = 1 7 + 0 5 . 8 2 ( S D L N - 1 ) RI M = 2 8 6 . 4 0 SD M H 1 P ST A = 1 1 + 5 9 . 4 9 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 9 4 . 3 6 ( E ) 10 " I E I N = 2 9 7 . 4 4 ( N ) 12 " I E O U T = 2 9 4 . 1 6 ( S ) ST A = 1 8 + 9 9 . 0 0 ( S D L N - 1 ) RI M = 3 0 2 . 4 8 SANITARY F O R C E M A I N BY OTHERS #0 6 D 0 8 4 #0 6 D 0 9 2 #0 6 D 0 9 8 #0 6 D 1 0 1 26 9 . 2 2 26 1 . 1 6 26 1 . 1 4 26 2 . 2 8 26 3 . 5 2 26 0 . 9 1 27 6 . 8 3 27 6 . 8 3 27 6 . 5 5 28 6 . 5 6 28 0 . 2 1 28 1 . 2 0 28 1 . 0 1 27 9 . 8 3 30 2 . 3 4 29 3 . 9 2 29 3 . 7 2 0.0437 0.0754 0.0677 0.0708 190.64 18 + 9 6 . 4 6 230 240 250 260 270 280 290 300 310 320 330 230 240 250 260 270 280 290 300 310 320 330 9+5010+0011+0012+0013+0014+0015+0016+0017+00 2.50% TRAVEL 12' SWTRAVEL 18' 5' 41' R.O.W. 24' PAVEMENT LC N.T.S. NEIGHBORHOOD ROUTE - SW SATSUMA AVENUE PUE 8' A2 PLANT. 5.5' 2.50% PUE 6' PLANT. 5.5' SW 5' 2 DTL1 5' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' TRAVEL 6' 58' FUTURE R.O.W. R/W FUTURE R/W R/W STANDARD CURB PER DETAIL 125, SHEET DTL1. SDCB 1M.1 16+01.11, 4.50' R (SATSUMA) RIM = 269.09 10" IE OUT = 264.20 10.50 LF (PVC) @S=0.0057 SDCB 1O.1 13+51.30, 4.50' R (SATSUMA) RIM = 286.53 10" IE OUT = 281.66 10.59 LF (PVC) @S=0.0105 SDCB 1P.1 11+21.30, 16.50' L (SATSUMA) RIM = 304.22 10" IE OUT = 299.72 39.60 LF (PVC) @S=0.0576 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 4 ) S T - S A T S U M A . d w g - S H E E T : 14 . 1 Ap r . 1 8 , 1 7 - 10 : 1 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 14.1 SW SATSUMA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SATSUMA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SATSUMA AVE - PLAN SCALE: 1" = 40' FOREST HOLLOW ST SEE SHEET 10 SA T S U M A A V E SE E S H E E T 1 4 . 2 INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B GENERAL NOTES: 1.CONSTRUCT SW SATSUMA AVE PER TYPICAL STREET SECTION A2, 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. SHADOW TRAIL ST SEE SHEET 11 AMELIA ST SEE SHEET 12 CATCH BASIN DATA: 5A 5B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 5 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. 1A 2 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 121 15+55.94 SDLN-1 31.00 0.0563 271.11 D3034 138 17+85.97 SDLN-1 31.00 0.0403 287.59 D3034 5C 2.50%2.50% CL FULL CROWN STA: 11+19.71 TOC LT ELEV: 304.67 FULL SHED STA: 10+69.71 TOC LT ELEV: 308.09 CL 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL FLAT CROSS SLOPE STA: 10+94.71 TOC LT ELEV: 306.38 CL 2.50%0.00% TOC RT ELEV: 306.31 TOC RT ELEV: 307.61 TOC RT ELEV: 305.01 15+67.5 0.0943 272.9 #06D091C #06D100C #06D090C #06D099C #06D102C 263.54 0.0500 281.15 0.0143 263.66 0.0190 281.31 0.0103 298.62 0.0278 41.77 18+01.0 0.0679 289.5 33.2 32.6 SW SATSUMA AVENUE S D S D S D S D S D SD SD SD SD SD SD SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SS 17+0018+0019+0020+0021+0022+00 7+ 0 0 8+ 0 0 10 + 0 0 11 + 0 0 84 102 101 82 837678798081 85 77 SDCI 1L.2 SDCB 1L.1 SDMH 1L SDMH 1K SDMH 3H SDMH 3F 1 1 + 0 0 12 + 0 0 13+00 SDCI 1K.1SDCI 1K.2 13+47 9 + 0 0 10+00 11+00 12+00 13+00 SDLN-1 SD L N - 1 SDLN-3 SD L N - 3 SDCI 3F.2 8.00' PUE 8.00' PUE2 (TYP) 1A (TYP) 1A (TYP) 1A (TYP) 1A 22 3C 3A 5B 3 (TYP) W W W WWWWWWWW W W SD SD SDMH 3G SDCI 3G.2 SDCB 3G.1 3B 5A1 1 1 1 F M F M F M 6 (TYP) FM FM FM FM FM FM FM FM #06D121 #06D126C #06D124 #06D125C #06D127 #06D082C #06D081 #06D083C #06D078 6A SDCB 3F.3 S D S D S D S D S D SD SD SD SD SD SD SD SD SDCI 3F.1 SDCI 3G.2 20+50.11, 19.50' L (SATSUMA) RIM/TC = 248.20 10" IE OUT = 243.35 13.50 LF (PVC) @S=0.1133 SDCI 1L.2 18+08.30, 19.50' L (SATSUMA) RIM/TC = 259.43 10" IE OUT = 254.58 35.89 LF (PVC) @S=0.0483 SDCI 3F.1 22+86.64, 6.00' L (SATSUMA) RIM/TC = 240.51 10" IE OUT = 236.73 18.50 LF (PVC C900) @S=0.0200 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 17+0018+0019+0020+0021+0022+0023+00 240.45 LF 1 2 " ( P V C ) @ S=0.0420 50.17 LF 18" (PVC) @ S=0.0050 218.03 LF 12" (PVC C 9 0 0 ) @ S=0.0246 IN T E R S E C T I O N ST A = 1 0 + 0 0 . 0 0 ( C L E M E N T I N E ) ( S A T S U M A ) IN T E R S E C T I O N ST A = 7 + 0 8 . 6 7 ( S A B R I N A ) ST A = 1 8 + 5 6 . 5 5 ( S A T S U M A ) EL E V = 2 5 7 . 1 8 1.50% 2.50% -4.64% PVI STA = 22+55.95 ELEV = 239.99 PV I S T A = 2 2 + 7 1 . 1 4 EL E V = 2 4 0 . 3 7 PVI STA: 22+33.93 PVI ELEV: 239.66 K: 5.00 LVC: 30.74 BV C S : 2 2 + 1 8 . 5 6 BV C E : 2 4 0 . 3 7 EV C S : 2 2 + 4 9 . 3 0 EV C E : 2 3 9 . 8 9 LOW PT. STA: 22+41.78 LOW PT ELEV: 239.83 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 129.55 LF 1 2 " ( P V C ) @ S=0.0475 SD M H 3 F ST A = 2 2 + 6 8 . 1 4 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 3 6 . 3 6 ( N ) 10 " I E I N = 2 3 6 . 3 6 ( S ) 10 " I E I N = 2 3 6 . 3 6 ( N E ) 12 " I E O U T = 2 3 6 . 2 6 ( E ) ST A = 9 + 8 7 . 6 5 ( S D L N - 3 ) RI M = 2 4 0 . 2 8 SD M H 3 G ST A = 2 0 + 5 0 . 1 1 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 4 1 . 8 2 ( N ) 10 " I E I N = 2 4 1 . 8 2 ( E ) 10 " I E I N = 2 4 3 . 1 5 ( W ) 12 " I E O U T = 2 4 1 . 7 2 ( S ) ST A = 1 2 + 0 5 . 6 8 ( S D L N - 3 ) RI M = 2 4 8 . 0 5 SD M H 3 H ST A = 1 9 + 2 0 . 5 6 , 6 . 0 0 ' L (S A T S U M A ) 4" I E I N = 2 4 8 . 1 7 ( E ) 12 " I E O U T = 2 4 7 . 9 7 ( S ) ST A = 1 3 + 3 5 . 2 4 ( S D L N - 3 ) RI M = 2 5 4 . 0 6 SD M H 1 L ST A = 1 8 + 4 1 . 5 5 , 6 . 0 0 ' L (S A T S U M A ) 12 " I E I N = 2 5 1 . 1 8 ( N ) 10 " I E I N = 2 5 2 . 8 5 ( N ) 10 " I E I N = 2 5 2 . 7 5 ( W ) 18 " I E O U T = 2 5 0 . 9 8 ( S E ) ST A = 1 2 + 1 6 . 9 4 ( S D L N - 1 ) RI M = 2 5 7 . 7 3 SD M H 1 K ST A = 1 8 + 6 2 . 5 5 , 5 1 . 5 6 ' L (S A T S U M A ) 18 " I E I N = 2 5 0 . 7 3 ( N W ) 10 " I E I N = 2 5 0 . 8 3 ( N ) 10 " I E I N = 2 5 0 . 8 3 ( S ) 18 " I E O U T = 2 5 0 . 5 3 ( E ) ST A = 1 1 + 6 6 . 7 8 ( S D L N - 1 ) RI M = 2 5 5 . 9 1 SANITARY F O R C E M A I N BY OTHER S #0 6 D 1 2 1 #0 6 D 1 2 4 #0 6 D 1 2 7 #0 6 D 0 7 8 #0 6 D 0 8 1 23 9 . 7 3 23 6 . 0 8 23 6 . 1 0 23 6 . 0 7 23 5 . 9 8 24 8 . 1 5 24 2 . 8 6 24 1 . 6 1 24 8 . 0 2 24 7 . 8 2 24 9 . 9 3 25 0 . 0 1 25 0 . 1 5 24 9 . 7 9 25 0 . 3 5 25 2 . 0 1 25 2 . 4 8 25 0 . 1 9 0.0254 0.0463 0.0052 0.0437 13 + 4 6 . 8 6 12 + 1 7 . 3 1 9+ 9 9 . 2 7 200 210 220 230 240 250 260 270 280 200 210 220 230 240 250 260 270 280 17+0018+0019+0020+0021+0022+0023+00 SDCB 3G.1 20+50.11, 6.00' R (SATSUMA) RIM = 248.04 10" IE OUT = 243.21 12.00 LF (PVC) @S=0.0050 SDCB 1L.1 18+41.57, 4.50' R (SATSUMA) RIM = 257.70 10" IE OUT = 252.81 10.50 LF (PVC) @S=0.0057 SDCB 3F.3 22+41.78, 4.50' R (SATSUMA) RIM = 240.04 10" IE OUT = 237.28 10.50 LF (PVC C900) @S=0.0223 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 4 ) S T - S A T S U M A . d w g - S H E E T : 14 . 2 Ap r . 1 8 , 1 7 - 10 : 1 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 14.2 SW SATSUMA AVE STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SATSUMA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SATSUMA AVE - PLAN SCALE: 1" = 40' INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW SATSUMA AVE PER TYPICAL STREET SECTION A2, SHEET 14.1. 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. SABRINA AVE SEE SHEET 9.1 CLEMENTINE ST SEE SHEET 15.2 SA T S U M A A V E SE E S H E E T 1 4 . 1 CATCH BASIN DATA: 5A 5B STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 77 10+70.06 SDLN-3 31.00 0.0200 239.26 C900 78 11+14.18 SDLN-3 31.00 0.0200 240.34 C900 79 11+54.15 SDLN-3 31.00 0.0257 241.50 D3034 80 11+96.08 SDLN-3 31.00 0.0554 243.45 D3034 81 12+42.06 SDLN-3 31.00 0.0414 245.08 D3034 82 12+80.62 SDLN-3 31.00 0.0401 246.87 D3034 83 SDMH 3H 31.00 0.0200 248.84 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 76 22+10.71, 18.00' LT 16.00 77 21+62.71, 18.00' LT 16.00 78 21+22.71, 18.00' LT 16.00 79 20+82.71, 18.00' LT 16.00 80 20+34.71, 18.00' LT 16.00 81 19+94.71, 18.00' LT 16.00 82 19+46.71, 18.00' LT 16.00 83 19+20.71, 18.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL LYNCH STYLE CATCH BASIN PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 5 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 3B 3C 6 11+66.0 32.4 0.0630 242.7 #06D125C #06D083C #06D082C #06D126C 236.29 0.0103 242.27 248.37 0.0333 243.52 0.0055 12+03.5 31.9 0.0805 244.2 12+53.5 32.0 0.0582 245.7 12+92.5 32.5 0.0598 247.6 32.9 0.0441 249.5 253.22 0.0705 252.47 0.0128 6A 22+44.24 239.55 237.85 0.1029 #06D112C 6 S W C L E M E N T I N E S T R E E T S D SD SD S S S S 7+00 8+00 9+00 10+00 22 + 0 0 TRACT V POSSIBLE FUTURE SW CLEMENTINE STREET W SW CLEMENTINE STREET 1 0 + 0 0 F M #0 6 D 1 2 1 225 230 240 250 260 270 225 230 240 250 260 270 7+00 8+00 9+00 10+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINEPOSSIBLE FUTURE SW CLEMENTINE STREET CENTERLINE ALIGNMENT 1.01%-0.50% 4.13% PVI STA = 7+00.00 ELEV = 234.23 PVI STA = 10+00.00 ELEV = 240.37 PVI STA: 8+16.46 PVI ELEV: 239.05 K: 20.00 LVC: 62.53 BV C S : 7 + 8 5 . 1 9 BV C E : 2 3 7 . 7 5 EV C S : 8 + 4 7 . 7 3 EV C E : 2 3 9 . 3 6 PVI STA: 9+65.11 PVI ELEV: 240.54 K: 20.00 LVC: 30.03 BV C S : 9 + 5 0 . 0 9 BV C E : 2 4 0 . 3 9 EV C S : 9 + 8 0 . 1 2 EV C E : 2 4 0 . 4 7 HIGH PT. STA: 9+70.19 HIGH PT ELEV: 240.49 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 5 ) S T - C L E M E N T I N E . d w g - S H E E T : 15 . 1 Ap r . 1 8 , 1 7 - 10 : 1 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 15.1 SW CLEMENTINE ST STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW CLEMENTINE ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW CLEMENTINE ST - PLAN SCALE: 1" = 40' CL E M E N T I N E S T SE E S H E E T 1 5 . 2 GENERAL NOTES: 1.THIS STREET EXTENSION WILL NOT BE CONSTRUCTED UNDER THIS PERMIT AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. SATSUMA AVE SEE SHEET 14.2 B F SW C L E M E N T I N E S T R E E T S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD S S SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS 10 + 0 0 11 + 0 0 1 2 + 0 0 13+00 14+00 15+00 16+00 18+0019+0020+0021+0022+00 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 82 837678798081 71 69 68 67 66 65 6470 77 73 74 75 TRACT V 72 SDMH 3B SDMH 3C SDMH 3D SDMH 3E SDMH 3F SDCI 3F.2 2 (TYP) 1A (TYP) 2+891+00 2+00 2 (TYP) 3 (TYP) 3 (TYP) 1A (TYP) 6.00' PUE 6.00' PUE 6.00' PUE 3D 3E 3A 1A (TYP) SDLN-9SDLN-3 SD L N - 3 SDLN-3 SD L N - 1 1A (TYP) 2 2 2 2 SW PUMPKIN VALLEY TERRACE WWWWWWWW W W W W W SD SD 1 1 1 1 1 1 SDCI 3E.2 SDCI 3E.1 3B3C S S 5 SS SD 6 + 0 0 7+00 8+ 0 0 9 + 0 0 10+00 11+00 12+00 13+00 13+47 SDMH 9A F M TRACT X 6 (TYP) 6 (TYP) PIPE STUB FOR FUTURE PARK DEVELOPMENT 35.45 LF 6" (PVC) @ S=0.0722 FM FM FM FM FM FM FM FM #06D123C #06D121 #06D120C #06D119C #06D118 #06D117 #06D116 #06D112 SDCI 3B.2 SDCI 3B.1 #06D114C #06D113C #06D115 SDCI 3F.2 10+26.38, 22.38' L (CLEMENTINE) RIM/TC = 240.38 10" IE OUT = 236.98 28.13 LF (PVC C900) @S=0.0222 SDCI 3B.1 13+66.14, 15.50' L (PUMPKIN VALLEY) RIM/TC = 244.79 10" IE OUT = 239.54 18.38 LF (ASTM D3034) @S=0.1975 SDCI 3B.2 13+66.14, 15.50' R (PUMPKIN VALLEY) RIM/TC = 244.79 10" IE OUT = 239.54 22.14 LF (ASTM D3034) @S=0.1640 SDCI 3E.1 11+17.83, 15.50' L (CLEMENTINE) RIM/TC = 239.98 10" IE OUT = 237.42 34.79 LF (PVC C900) @S=0.0159 SDCI 3E.2 11+14.78, 15.50' R (CLEMENTINE) RIM/TC = 239.98 10" IE OUT = 237.42 40.05 LF (PVC C900) @S=0.0138 205 210 220 230 240 250 260 205 210 220 230 240 250 260 9+75 10+00 11+00 12+00 12+60 -0.50%0.50% PV I S T A = 9 + 8 2 . 8 5 EL E V = 2 4 0 . 4 5 PVI STA: 11+17.86 PVI ELEV: 239.78 K: 20.00 LVC: 19.92 BV C S : 1 1 + 0 7 . 9 0 BV C E : 2 3 9 . 8 3 EV C S : 1 1 + 2 7 . 8 2 EV C E : 2 3 9 . 8 3 LOW PT. STA: 11+17.83 LOW PT ELEV: 239.81 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE IN T E R S E C T I O N ST A = 2 2 + 7 1 . 1 4 ( S A T S U M A ) ST A = 1 0 + 0 0 . 0 0 ( C L E M E N T I N E ) EL E V = 2 4 0 . 3 7 BE G I N S T R E E T C O N S T R U C T I O N ST A = 9 + 9 4 . 0 0 ( C L E M E N T I N E ) EL E V = 2 4 0 . 4 0 SD M H 3 F ST A = 1 0 + 0 6 . 0 0 , 3 . 0 0 ' L (C L E M E N T I N E ) 12 " I E I N = 2 3 6 . 3 6 ( N ) 10 " I E I N = 2 3 6 . 3 6 ( S ) 10 " I E I N = 2 3 6 . 3 6 ( N E ) 12 " I E O U T = 2 3 6 . 2 6 ( E ) ST A = 9 + 8 7 . 6 5 ( S D L N - 3 ) RI M = 2 4 0 . 2 8 SD M H 3 E ST A = 1 1 + 5 0 . 3 0 , 3 . 0 0 ' L (C L E M E N T I N E ) 12 " I E I N = 2 3 5 . 8 2 ( W ) 10 " I E I N = 2 3 6 . 8 7 ( W ) 10 " I E I N = 2 3 6 . 8 7 ( S W ) 4" I E I N = 2 3 5 . 8 2 ( N ) 4" I E I N = 2 3 5 . 8 2 ( S ) 12 " I E O U T = 2 3 5 . 7 2 ( E ) ST A = 8 + 4 3 . 3 5 ( S D L N - 3 ) RI M = 2 3 9 . 8 8 SD M H 3 D ST A = 1 2 + 0 4 . 3 5 , 0 . 8 8 ' R (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 5 . 5 6 ( W ) 12 " I E O U T = 2 3 5 . 4 6 ( N E ) ST A = 7 + 9 0 . 1 7 ( S D L N - 3 ) RI M = 2 4 0 . 1 9 CLASS 'B' GRANULAR BACKFILL & BEDDING 55.31 LF 12" (PVC C900) @ S=0.0030 53.18 LF 12" (PVC C900) @ S=0.0030 144.30 LF 12" (PVC C900) @ S=0.0030 #0 6 D 1 2 1 #0 6 D 1 1 8 #0 6 D 1 1 7 23 9 . 7 3 23 6 . 0 8 23 6 . 1 0 23 6 . 0 7 23 6 . 0 3 8+ 5 5 . 0 23 6 . 7 4 23 5 . 9 2 23 5 . 4 0 23 5 . 2 6 0.0017 0.0060 9+ 9 9 . 2 7 8+ 5 4 . 9 7 8+ 0 1 . 7 9 23 5 . 7 8 0.0036 205 210 220 230 240 250 260 270 280 205 210 220 230 240 250 260 270 280 12+60 13+00 14+00 15+00 16+00 16+70 2.00%2.50% 8.92% PVI STA = 16+07.55 ELEV = 258.40 PV I S T A = 1 6 + 2 1 . 5 5 EL E V = 2 5 8 . 7 5 PVI STA:14+97.98 PVI ELEV:256.21 K:23.29 LVC:161.06 BV C S : 1 4 + 1 7 . 4 4 BV C E : 2 4 9 . 0 3 EV C S : 1 5 + 7 8 . 5 1 EV C E : 2 5 7 . 8 2 PVI STA:13+25.36 PVI ELEV:240.82 K:14.00 LVC:117.83 BV C S : 1 2 + 6 6 . 4 5 BV C E : 2 4 0 . 5 2 EV C S : 1 3 + 8 4 . 2 7 EV C E : 2 4 6 . 0 7 IN T E R S E C T I O N ST A = 9 + 3 8 . 6 7 ( S A B R I N A ) (P U M P K I N V A L L E Y ) FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SD M H 3 C ST A = 1 2 + 6 2 . 5 4 , 3 . 0 0 ' L (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 5 . 3 0 ( S W ) 6" I E I N = 2 3 5 . 9 0 ( S E ) 12 " I E O U T = 2 3 5 . 2 0 ( N ) ST A = 7 + 3 4 . 8 6 ( S D L N - 3 ) RI M = 2 4 0 . 4 5 SD M H 3 B ST A = 1 3 + 5 2 . 6 7 , 3 . 0 0 ' L (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 4 . 9 3 ( S ) 12 " I E I N = 2 3 7 . 5 0 ( N ) 10 " I E I N = 2 3 5 . 9 0 ( N W ) 10 " I E I N = 2 3 5 . 9 0 ( N E ) 12 " I E O U T = 2 3 4 . 7 0 ( E ) ST A = 6 + 4 5 . 1 0 ( S D L N - 3 ) RI M = 2 4 3 . 5 7 CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 9 A ST A = 1 5 + 4 9 . 3 9 , 3 . 0 0 ' L (P U M P K I N V A L L E Y ) 6" I E I N = 2 5 0 . 8 0 ( W ) 12 " I E O U T = 2 5 0 . 6 0 ( S ) ST A = 2 + 9 6 . 7 3 ( S D L N - 9 ) RI M = 2 5 6 . 9 9 89.76 LF 12" (PVC) @ S=0.0030 196.73 L F 1 2 " ( P V C ) @ S=0.06 6 6 #0 6 D 1 1 6 #0 6 D 1 1 2 #0 6 D 1 1 5 23 5 . 0 6 23 4 . 9 9 24 4 . 1 3 23 7 . 2 6 25 0 . 0 0 24 9 . 4 9 0.0020 97.93 0.0649 188.55 7+ 4 6 . 4 8 6+ 4 8 . 5 5 13 + 6 1 . 0 , 2 . 8 ' L 2+ 8 8 . 5 5 23 4 . 7 9 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW CLEMENTINE STREET & SW PUMPKIN VALLEY TERRACE PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 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. 0.50'0.50' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 5 ) S T - C L E M E N T I N E . d w g - S H E E T : 15 . 2 Ap r . 1 8 , 1 7 - 10 : 1 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 15.2 SW CLEMENTINE ST & SW PUMPKIN VALLEY TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW CLEMENTINE ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW CLEMENTINE ST & SW PUMPKIN VALLEY TER - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 9.1 SA T S U M A A V E SE E S H E E T 1 4 . 1 INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B 3C SW PUMPKIN VALLEY TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.CONSTRUCT SW CLEMENTINE ST & SW PUMPKIN VALLEY TER PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 64 SDMH 9A 28.00 0.0536 252.30 D3034 65 2+49.25 SDLN-9 28.00 0.0922 250.27 D3034 66 2+11.78 SDLN-9 28.00 0.0995 247.98 D3034 67 1+60.73 SDLN-9 28.00 0.0777 243.97 D3034 68 1+24.01 SDLN-9 28.00 0.0497 240.74 D3034 69 6+55.64 SDLN-3 27.95 0.1119 238.34 D3034 70 7+12.38 SDLN-3 27.69 0.0281 236.16 D3034 71 SDMH 3D 28.00 0.0200 236.39 D3034 72 7+57.83 SDLN-3 38.71 0.0200 236.39 D3034 73 7+80.39 SDLN-3 36.05 0.0200 236.40 D3034 74 8+13.06 SDLN-3 36.06 0.0200 236.60 C900 75 SDMH 3D 34.00 0.0200 236.78 C900 76 9+44.94 SDLN-3 28.00 0.0200 236.98 C900 TRACT X 2+04.07 SDLN-9 31.67 0.0200 245.31 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 64 15+57.25, 14.00' LT 16.00 65 15+31.39, 14.00' LT 16.00 66 14+83.39, 14.00' LT 16.00 67 14+43.39, 14.00' LT 16.00 68 13+95.39, 14.00' LT 16.00 69 13+54.39, 14.00' LT 16.00 70 13+15.39, 14.00' LT 16.00 71 12+66.62, 14.00' LT 16.00 72 12+42.60, 14.00' LT 16.00 73 12+19.32, 14.00' LT 16.00 74 11+91.95, 14.00' LT 16.00 75 11+63.00, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 10+74.01, 14.00' RT (CLEMENTINE) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSIDE DROP PER CWS 080. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 3D 3E SDLN-3 SEE SHEET 15.3 1C 5 6 2+41.0 28.8 0.0728 248.8 #06D123C #06D120C #06D119C #06D114C #06D113C 236.61 0.0192 239.82 237.07 0.0083 237.06 0.0080 13.8 18.5 29.7 0.0616 251.8 2+03.5 28.7 0.0825 246.7 1+52.0 28.6 0.0874 243.5 1+18.0 28.9 0.0634 240.6 6+68.0 28.3 0.1443 239.2 7+24.0 28.3 0.0705 237.3 1+98.0 34.5 0.1036 247.5 244.63 238.03 0.1151 244.90 237.77 0.1355 200 210 220 230 240 250 260 200 210 220 230 240 250 260 0+751+002+003+004+005+006+006+75 FINISH GRADE @ STORM PIPE CENTERLINE EXISTING GROUND @ STORM PIPE CENTERLINE SD M H 3 B ST A = 1 3 + 5 2 . 6 7 , 3 . 0 0 ' L (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 4 . 9 3 ( S ) 12 " I E I N = 2 3 7 . 5 0 ( N ) 10 " I E I N = 2 3 5 . 9 0 ( N W ) 10 " I E I N = 2 3 5 . 9 0 ( N E ) 12 " I E O U T = 2 3 4 . 7 0 ( E ) ST A = 6 + 4 5 . 1 0 ( S D L N - 3 ) RI M = 2 4 3 . 5 7 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING 241.69 LF 12" (PVC) @ S=0.0030 303.41 LF 12" (PVC) @ S=0.0030 SD M H 3 A ST A = 1 4 + 0 1 . 0 5 , 1 1 8 . 3 9 ' R (S A B R I N A ) 6" I E I N = 2 4 7 . 8 0 ( N ) 12 " I E I N = 2 3 3 . 9 7 ( W ) 12 " I E O U T = 2 3 3 . 7 7 ( S E ) ST A = 4 + 0 3 . 4 1 ( S D L N - 3 ) RI M = 2 5 1 . 2 7 SD M H 1 B ST A = 1 7 + 1 3 . 2 2 , 6 . 0 0 ' R (S A B R I N A ) 24 " I E I N = 2 3 6 . 6 0 ( N ) 12 " I E I N = 2 3 5 . 0 3 ( E ) 12 " I E I N = 2 3 2 . 8 6 ( N W ) 12 " I E I N = 2 3 6 . 6 0 ( E ) 24 " I E O U T = 2 3 2 . 6 6 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 3 ) RI M = 2 5 0 . 3 4 #0 6 D 1 1 2 #0 6 D 1 1 1 #0 6 D 0 1 9 24 4 . 1 3 23 7 . 2 6 25 2 . 6 8 24 7 . 6 4 23 3 . 8 1 23 3 . 6 0 23 8 . 1 1 23 9 . 3 8 23 2 . 6 6 24 0 . 7 8 23 2 . 4 7 0.0037 237.75 311.41 13 + 6 1 . 0 , 2 . 8 ' L 6+ 4 8 . 5 5 13 + 9 3 . 0 , 1 1 9 . 4 ' R 4+ 1 0 . 8 0 S W S A B R I N A A V E N U E SW P U M P K I N V A L L E Y T E R R A C E S D S D S D S D S D S D S D S D S D SD SD SS SS S S S S S S S S S S S S 12+00 13 + 0 0 14 + 0 0 1 4 + 0 0 1 5 + 0 0 16 + 0 0 17 + 0 0 TRACT T 30 TRACT W 71 69 68 70 73 74 72 SDMH SD 2 (T Y P ) 1 + 0 0 SD L N - 3 SDLN-3SDMH 3B 1 W 1 S S W W W W W W S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S D S D S D S D S D 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+00 6+00 7 + 0 0 8+ 0 0 SDMH 3A SDMH 1B SDMH 1C 1 30.00' EASEMENT SDMH 1D SDMH 1E SDMH 1F PIPE STUB FOR FUTURE PARK DEVELOPMENT PIPE STUB FOR FUTURE PARK DEVELOPMENT PIPE STUB FOR FUTURE PARK DEVELOPMENT SD 18.07 LF 6" (PVC) @ S=0.0626 7 9 . 4 5 L F 6 " ( P V C ) @ S = 0 . 0 4 0 3 35.45 LF 6" (PVC) @ S=0.0722 SDCI 3B.2 SDCI 3B.1 #06D113C#06D114C #06D112 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 5 ) S T - C L E M E N T I N E . d w g - S H E E T : 15 . 3 Ap r . 1 8 , 1 7 - 10 : 1 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 15.3 SDLN-3 STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SDLN-3 - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 9.2 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER SDLN-3 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INSTALL STORM MANHOLE PER CWS DWG NO. 010. STORM NOTES: 1 SABRINA AVE SEE SHEET 9.1 PUMPKIN VALLEY TER SEE SHEET 15.2 SW APPLE GROVE TERRACE SW APPLE GROVE TERRACE S D S D SD SD S D SD SD SD SD SD SD SD SD S D SD SS SS SS SS SS SS S S S S S S S S S S S S S S 1+002+00 3+00 4+00 5+006+007+00 8+0 0 14 + 0 0 14 + 0 0 15 + 0 0 11 + 0 0 12+ 0 0 14 + 0 0 15 + 0 0 58 63 62 61 60 59 TRACT AA 57 55 54 53 52 111 112 113 50 92 51 56 TRACT BB 131 93 94 49 130 SDMH 1T SDCI 4H.1 SDCI 4H.2SDMH 4H SDMH 4F SDCI 4E.1 SDCI 4E.2 SDMH 4E SDMH 4D SDMH 8C SDMH 4C SDMH 4B SDMH 1I SDCI 4A.1 SDCI 4A.2 SDMH 4A S D S D S S S S S S S S S S S S 2+ 0 0 6.00' PUE 6.00' PUE 3A1A 2 (TYP) (TYP) 3B 1 2 (TYP) 3C 3D 1 1 1 1 1 1 1 SDMH 4G 1 3F 3E 1A (TYP) 1A (TYP) 1A (TYP) 222 22 2 2 22 2 2 3 1A (TYP) (TYP) 5 W W W W W WSDLN-4 W W W W W W W W W W W W SDCI 1S.2 SDMH 1S SDCI 1S.1 SDCI 4D.2 SDCI 4D.1 W 6 (TYP) 1 + 0 0 2+0 0 3+00 4+00 5+00 6+00 6+92 50.00' SLOPE TRAN. SEE DET. THIS SHT. #06D061C #06D058 #06D060C #06D059 #06D062 #06D063 #06D064 #06D070C #06D068 #06D069C #06D071 #06D072 #06D074 #06D075C #06D076C 220 230 240 250 260 270 280 290 300 310 320 330 340 220 230 240 250 260 270 280 290 300 310 320 330 340 0+501+002+003+004+005+006+007+008+009+009+25 106.86 L F 1 2 " ( P V C ) @ S=0.06 5 5 41.49 LF 12" (PVC) @ S=0.024199.19 LF 1 2 " ( P V C ) @ S=0.06 6 5 57.47 L F 1 2 " ( P V C ) @ S=0. 1 0 0 9 106.48 L F 1 2 " ( P V C ) @ S=0. 0 9 8 9 44.92 LF 12" (PVC) @ S=0.0162 2.50% 1.60% -5.00% -11.9 0 % -5.00% -5.00% -5.00% -6.45% -2.50%-2.00% -8.03% PV I S T A = 1 + 0 0 . 0 0 EL E V = 3 1 0 . 3 6 PV I S T A = 3 + 3 2 . 3 5 EL E V = 2 9 8 . 8 9 PV I S T A = 5 + 7 0 . 2 2 EL E V = 2 8 5 . 0 0 PV I S T A = 8 + 5 9 . 9 7 EL E V = 2 6 1 . 2 6 PV I S T A = 8 + 7 6 . 5 8 EL E V = 2 6 1 . 6 8 PVI STA: 5+15.57 PVI ELEV: 287.73 K: 20.69 LVC: 30.00 BV C S : 5 + 0 0 . 5 7 BV C E : 2 8 8 . 7 0 EV C S : 5 + 3 0 . 5 7 EV C E : 2 8 6 . 9 8 PVI STA: 2+68.90 PVI ELEV: 302.06 K: 14.00 LVC: 42.36 BV C S : 2 + 4 7 . 7 2 BV C E : 3 0 3 . 7 6 EV C S : 2 + 9 0 . 0 8 EV C E : 3 0 1 . 0 0 PVI STA: 8+23.27 PVI ELEV: 260.68 K: 5.00 LVC: 67.50 BV C S : 7 + 8 9 . 5 2 BV C E : 2 6 4 . 6 9 EV C S : 8 + 5 7 . 0 2 EV C E : 2 6 1 . 2 2 LOW PT. STA: 8+49.02 LOW PT ELEV: 261.15 PVI STA: 3+77.83 PVI ELEV: 296.62 K: 20.00 LVC: 29.00 BV C S : 3 + 6 3 . 3 3 BV C E : 2 9 7 . 3 4 EV C S : 3 + 9 2 . 3 3 EV C E : 2 9 5 . 6 8 PVI STA: 1+88.38 PVI ELEV: 308.53 K: 16.00 LVC: 96.41 BV C S : 1 + 4 0 . 1 7 BV C E : 3 0 9 . 4 9 EV C S : 2 + 3 6 . 5 8 EV C E : 3 0 4 . 6 6 PVI STA: 6+54.11 PVI ELEV: 280.81 K: 20.00 LVC: 138.00 BV C S : 5 + 8 5 . 1 1 BV C E : 2 8 4 . 2 6 EV C S : 7 + 2 3 . 1 1 EV C E : 2 7 2 . 5 9 IN T E R S E C T I O N ST A = 1 4 + 2 6 . 5 6 ( F O R E S T H O L L O W ) ( A P P L E G R O V E ) IN T E R S E C T I O N ST A = 1 4 + 4 6 . 5 6 ( S H A D O W T R A I L ) ST A = 2 + 9 8 . 2 9 ( A P P L E G R O V E ) EL E V = 3 0 0 . 5 9 IN T E R S E C T I O N ST A = 1 4 + 9 4 . 7 9 ( A M E L I A ) ST A = 5 + 6 9 . 9 1 ( A P P L E G R O V E ) EL E V = 2 8 5 . 0 2 IN T E R S E C T I O N ST A = 1 1 + 4 7 . 9 2 ( S A B R I N A ) ( A P P L E G R O V E ) FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 89.06 LF 1 2 " ( P V C ) @ S=0.051 6 CLASS 'B' GRANULAR BACKFILL & BEDDING 46.40 LF 1 2 " ( P V C ) @ S=0.05 9 8 SD M H 4 H ST A = 2 + 8 9 . 2 0 , 3 . 0 4 ' L (A P P L E G R O V E ) 10 " I E I N = 2 9 5 . 1 8 ( W ) 10 " I E I N = 2 9 5 . 1 8 ( N E ) 12 " I E O U T = 2 9 4 . 9 8 ( S ) ST A = 6 + 9 1 . 8 7 ( S D L N - 4 ) RI M = 3 0 0 . 9 7 SD M H 4 G ST A = 3 + 3 5 . 5 9 , 4 . 1 7 ' L (A P P L E G R O V E ) 12 " I E I N = 2 9 2 . 2 0 ( N ) 12 " I E I N = 2 9 2 . 2 0 ( E ) 12 " I E O U T = 2 9 2 . 0 0 ( S ) ST A = 6 + 4 5 . 4 7 ( S D L N - 4 ) RI M = 2 9 8 . 6 2 SD M H 4 E ST A = 5 + 3 1 . 4 1 , 5 . 6 3 ' L (A P P L E G R O V E ) 12 " I E I N = 2 8 0 . 2 0 ( N ) 10 " I E I N = 2 8 0 . 2 0 ( W ) 10 " I E I N = 2 8 0 . 2 0 ( N E ) 12 " I E O U T = 2 8 0 . 0 0 ( S ) ST A = 4 + 4 9 . 5 5 ( S D L N - 4 ) RI M = 2 8 6 . 8 3 SD M H 4 D ST A = 5 + 7 2 . 9 0 , 5 . 0 0 ' L (A P P L E G R O V E ) 12 " I E I N = 2 7 9 . 0 0 ( N ) 12 " I E I N = 2 7 9 . 0 0 ( E ) 12 " I E I N = 2 7 9 . 0 0 ( N E ) 12 " I E O U T = 2 7 8 . 8 0 ( S ) ST A = 4 + 0 8 . 0 7 ( S D L N - 4 ) RI M = 2 8 4 . 7 4 SD M H 4 C ST A = 6 + 7 2 . 0 9 , 5 . 0 0 ' L (A P P L E G R O V E ) 12 " I E I N = 2 7 2 . 2 0 ( N ) 4" I E I N = 2 7 2 . 2 0 ( E ) 12 " I E O U T = 2 7 2 . 0 0 ( S ) ST A = 3 + 0 8 . 8 7 ( S D L N - 4 ) RI M = 2 7 7 . 9 2 SD M H 4 B ST A = 7 + 2 8 . 8 9 , 1 . 4 6 ' L (A P P L E G R O V E ) 12 " I E I N = 2 6 6 . 2 0 ( N ) 12 " I E O U T = 2 6 5 . 2 3 ( S ) ST A = 2 + 5 1 . 4 0 ( S D L N - 4 ) RI M = 2 7 1 . 8 8 SD M H 4 A ST A = 8 + 3 5 . 4 4 , 0 . 5 8 ' L (A P P L E G R O V E ) 12 " I E I N = 2 5 4 . 7 0 ( N ) 10 " I E I N = 2 5 4 . 7 0 ( E ) 10 " I E I N = 2 5 4 . 7 0 ( N W ) 12 " I E O U T = 2 5 4 . 5 0 ( S W ) ST A = 1 + 4 4 . 9 2 ( S D L N - 4 ) RI M = 2 6 1 . 3 3 SD M H 1 I ST A = 8 + 8 0 . 4 1 , 3 . 8 8 ' R (A P P L E G R O V E ) 18 " I E I N = 2 4 8 . 4 2 ( W ) 12 " I E I N = 2 5 3 . 7 7 ( N E ) 18 " I E O U T = 2 4 8 . 2 2 ( S E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 4 ) RI M = 2 6 1 . 5 7 SD M H 4 F ST A = 4 + 2 5 . 4 2 , 3 . 6 8 ' L (A P P L E G R O V E ) 12 " I E I N = 2 8 7 . 4 0 ( N ) 12 " I E O U T = 2 8 7 . 2 0 ( S ) ST A = 5 + 5 6 . 4 1 ( S D L N - 4 ) RI M = 2 9 3 . 4 7 IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( G R A N I T A ) ST A = 3 + 0 1 . 8 8 ( A P P L E G R O V E ) EL E V = 3 0 0 . 4 1 #0 6 D 0 5 8 #0 6 D 0 5 9 #0 6 D 0 6 2 #0 6 D 0 6 3 #0 6 D 0 6 4 #0 6 D 0 6 8 #0 6 D 0 7 1 #0 6 D 0 7 2 #0 6 D 0 7 4 26 1 . 6 7 24 7 . 6 9 25 2 . 9 2 24 7 . 6 1 0.0289 25 4 . 9 8 25 4 . 9 3 25 4 . 2 3 0.095 8 26 5 . 6 9 26 4 . 8 7 0.092 2 27 1 . 5 7 27 1 . 4 2 27 1 . 0 4 0.0706 27 8 . 6 7 27 8 . 6 2 27 8 . 5 7 27 8 . 8 1 28 0 . 3 1 0.0289 0.0646 28 7 . 2 6 28 7 . 1 0 0.0505 29 2 . 1 0 29 1 . 7 9 29 4 . 8 8 0.0582 SDCI 4A.1 8+32.92, 15.50' R (APPLE GROVE) RIM/TC = 262.32 10" IE OUT = 260.46 16.27 LF (ASTM D3034) @S=0.3542 SDCI 4A.2 8+32.90, 15.50' L (APPLE GROVE) RIM/TC = 261.86 10" IE OUT = 260.00 15.14 LF (ASTM D3034) @S=0.3503 SDCI 4E.1 5+25.61, 15.50' R (APPLE GROVE) RIM/TC = 287.41 10" IE OUT = 282.56 21.91 LF (PVC) @S=0.1076 SDCI 4E.2 5+25.70, 15.50' L (APPLE GROVE) RIM/TC = 287.40 10" IE OUT = 282.55 11.41 LF (PVC) @S=0.2062 SDCI 4H.1 2+76.33, 15.50' R (APPLE GROVE) RIM/TC = 301.93 10" IE OUT = 297.08 22.58 LF (PVC) @S=0.0841 SDCI 4H.2 2+76.33, 15.50' L (APPLE GROVE) RIM/TC = 301.93 10" IE OUT = 297.08 17.91 LF (PVC) @S=0.1060 2.50% TRAVEL 14' SWTRAVEL 14' 5' 50' R.O.W. 28' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW APPLE GROVE TERRACE PUE 6' B PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1.CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 6 ) S T - A P P L E G R O V E . d w g - S H E E T : 16 Ap r . 1 8 , 1 7 - 10 : 1 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 16 SW APPLE GROVE TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW APPLE GROVE TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW APPLE GROVE TER - PLAN SCALE: 1" = 40' GENERAL NOTES: 1.CONSTRUCT SW APPLE GROVE TER PER TYPICAL STREET SECTION B, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. INLET DATA: 3A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER 3B 3C AMELIA ST SEE SHEET 12 SABRINA AVE SEE SHEET 9.1 FOREST HOLLOW ST SEE SHEET 10 FOREST HOLLOW ST SEE SHEET 10 AMELIA ST SEE SHEET 12 GRAN I T A L N SEE S H E E T 1 9 SHAD O W T R A I L S T SEE S H E E T 1 1 SA B R I N A A V E SE E S H E E T 9 . 1 3D 3E 3F STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 52 6+03.18 SDLN-4 25.70 0.0780 292.07 D3034 53 5+69.27 SDLN-4 25.97 0.0622 289.93 D3034 54 5+41.89 SDLN-4 30.66 0.0573 288.23 D3034 55 5+05.03 SDLN-4 33.23 0.0746 286.47 D3034 56 4+72.69 SDLN-4 30.66 0.1244 285.63 D3034 57 4+43.47 SDLN-4 29.59 0.1214 283.64 D3034 58 3+44.03 SDLN-4 26.00 0.0696 276.60 D3034 59 SDMH 4C 26.00 0.0450 273.37 D3034 60 2+70.16 SDLN-4 29.70 0.0349 269.38 D3034 61 2+32.51 SDLN-4 32.39 0.0330 264.68 D3034 62 1+91.48 SDLN-4 33.62 0.0213 260.27 D3034 63 1+50.23 SDLN-4 30.88 0.0562 257.21 D3034 113 5+61.85 SDLN-4 35.54 0.0200 288.64 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 58 6+28.94, 14.00' LT 16.00 59 6+54.94, 14.00' LT 16.00 60 6+95.33, 14.00' LT 16.00 61 7+33.86, 14.00' LT 16.00 62 7+72.39, 14.00' LT 16.00 63 8+11.71, 14.00' LT 16.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 3+35.88, 14.00' LT (APPLE GROVE) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. 1A 2 3 5 6 2.50%2.50% CL FULL CROWN STA: 1+89.06 TOC LT ELEV: 307.87 FLAT CROSS SLOPE STA: 1+64.06 TOC LT ELEV: 309.25 CL FULL SHED STA: 1+39.06 TOC LT ELEV: 310.24 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL TOC RT ELEV: 308.94 TOC RT ELEV: 309.62 27.9 0.0755 #06D061C #06D060C #06D070C #06D069C #06D076C #06D075C 256.43 0.0922 261.47 256.04 0.0611 261.54 0.1972 297.20 0.0895 302.11 0.0793 0.0770 290.4 0.0689 288.6 0.0674 286.1 0.0734 284.2 0.0946 283.0 0.0410 275.5 0.0416 272.6 0.0261 268.6 0.0517 265.2 0.0518 261.2 0.0637 257.9 0.0304 289.1 5+70.5 27.6 31.3 31.3 31.0 4+45.0 30.5 28.1 28.1 32.6 34.5 1+90.0 36.7 1+53.5 32.5 5+64.5 36.0 S W A U B E R G I N E T E R R A C E S D S D S D SD SD SD SD SD SD SD SS S S S S S S S S S S S S S S 15+00 16+00 17+ 0 0 1 8 + 0 0 1 9 + 0 0 2+00 13+0 0 14+00 179 184 183 182 181 180 TRACT G 174 178 177 176 175 TRACT F 30 29 35 TRACT H 26 34 63 62 61 60 59 31 32 33 36 37 28 27 173 SDMH 2F SDMH 2E SDMH 2D SDMH SDMH 5F SDMH 2C SDMH 2B SDMH 1G SDMH 1F SDMH 2A 1 + 0 0 2 + 0 0 3 + 0 0 4+00 5+00 SDCI 2C.1 SDCI 2C.2 SDCI 2A.1 SDCB 2A.2 1 1A 2 (TYP) SDLN-2 (TYP) 1 1 1 1 2 (TYP) 3A 5A 3B 3C 2 2 1A (TYP) 1 3 (TYP) 3 (TYP) 6.00' PUE 6.00' PUE W W 1 SDCI 1G.1 SDCI 1G.2 SDCI 5F.2 SDCI 5F.1 W W W W W W W W W 6.00' PUE S D (TYP) 6 (TYP) SS #06D039 #06D040 #06D041C #06D043 #06D042C #06D044 #06D046C #06D047 #06D045C #06D048 #06D049 2.50% TRAVEL 16' SWTRAVEL 16' 5' 54' R.O.W. 32' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW AUBERGINE TERRACE PUE 6' C PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' 210 220 230 240 250 260 270 280 290 210 220 230 240 250 260 270 280 290 14+5015+0016+0017+0018+0019+0019+40 100.61 L F 1 2 " ( P V C ) @ S=0.05 9 6 77.16 LF 1 2 " ( P V C ) @ S=0.06 2 9 47.93 LF 12" PVC @ 0.0447 109.26 LF 1 2 " ( P V C ) @ S=0.057 8 70.35 LF 12" (PV C ) @ S=0.0287 39.64 LF 12" PVC @ 0.0109 2.50%1.60% -6.45% -5.00% -6.51% PV I S T A = 1 9 + 1 3 . 2 4 EL E V = 2 5 9 . 6 5 PVI STA = 18+95.13 ELEV = 259.20 PVI STA: 16+63.75 PVI ELEV: 270.70 K: 20.00 LVC: 29.09 BV C S : 1 6 + 4 9 . 2 0 BV C E : 2 7 1 . 6 4 EV C S : 1 6 + 7 8 . 2 9 EV C E : 2 6 9 . 9 8 PVI STA: 18+71.40 PVI ELEV: 258.82 K: 5.00 LVC: 40.55 BV C S : 1 8 + 5 1 . 1 2 BV C E : 2 6 0 . 1 4 EV C S : 1 8 + 9 1 . 6 7 EV C E : 2 5 9 . 1 4 LOW PT. STA: 18+83.67 LOW PT ELEV: 259.08 PVI STA: 14+49.35 PVI ELEV: 284.54 K: 20.00 LVC: 29.09 EV C S : 1 4 + 6 3 . 8 9 EV C E : 2 8 3 . 6 0 PVI STA: 17+71.76 PVI ELEV: 265.30 K: 20.00 LVC: 30.20 BV C S : 1 7 + 5 6 . 6 6 BV C E : 2 6 6 . 0 6 EV C S : 1 7 + 8 6 . 8 6 EV C E : 2 6 4 . 3 2 IN T E R S E C T I O N ST A = 1 3 + 7 7 . 6 3 ( S A B R I N A ) ( A U B E R G I N E ) IN T E R S E C T I O N ST A = 1 + 0 3 . 0 6 ( B E A C H P L U M ) ST A = 1 7 + 0 9 . 0 3 ( A U B E R G I N E ) EL E V = 2 6 8 . 4 3 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING SD M H 1 F ST A = 1 9 + 1 8 . 4 8 , 3 . 6 0 ' R (A U B E R G I N E ) 18 " I E I N = 2 4 6 . 6 9 ( N W ) 12 " I E I N = 2 5 2 . 2 4 ( N E ) 24 " I E O U T = 2 4 6 . 4 9 ( S E ) ST A = 1 + 0 0 . 0 0 ( S D L N - 2 ) RI M = 2 5 9 . 5 6 SD M H 2 A ST A = 1 8 + 7 9 . 4 2 , 3 . 1 3 ' L (A U B E R G I N E ) 12 " I E I N = 2 5 2 . 8 7 ( N E ) 10 " I E I N = 2 5 2 . 8 7 ( N ) 10 " I E I N = 2 5 2 . 8 7 ( S E ) 12 " I E O U T = 2 5 2 . 6 7 ( S W ) ST A = 1 + 3 9 . 6 4 ( S D L N - 2 ) RI M = 2 5 9 . 0 3 SD M H 2 B ST A = 1 8 + 0 9 . 8 6 , 6 . 0 3 ' L (A U B E R G I N E ) 12 " I E I N = 2 5 5 . 5 9 ( N E ) 6" I E I N = 2 5 5 . 5 9 ( S E ) 12 " I E O U T = 2 5 4 . 8 9 ( S W ) ST A = 2 + 0 9 . 9 8 ( S D L N - 2 ) RI M = 2 6 2 . 7 0 SD M H 2 C ST A = 1 7 + 0 2 . 0 7 , 5 . 2 3 ' L (A U B E R G I N E ) 12 " I E I N = 2 6 2 . 1 1 ( N ) 10 " I E I N = 2 6 3 . 9 4 ( N W ) 10 " I E I N = 2 6 2 . 1 1 ( N E ) 12 " I E O U T = 2 6 1 . 9 1 ( S W ) ST A = 3 + 1 9 . 2 5 ( S D L N - 2 ) RI M = 2 6 8 . 6 6 SD M H 2 D ST A = 1 6 + 5 4 . 8 6 , 3 . 9 0 ' L (A U B E R G I N E ) 12 " I E I N = 2 6 4 . 4 5 ( N ) 12 " I E O U T = 2 6 4 . 2 5 ( S ) ST A = 3 + 6 7 . 1 8 ( S D L N - 2 ) RI M = 2 7 1 . 2 2 SD M H 2 E ST A = 1 5 + 7 8 . 5 7 , 4 . 3 2 ' L (A U B E R G I N E ) 12 " I E I N = 2 6 9 . 5 0 ( N ) 6" I E I N = 2 6 9 . 5 0 ( E ) 4" I E I N = 2 6 9 . 5 0 ( W ) 12 " I E O U T = 2 6 9 . 3 0 ( S ) ST A = 4 + 4 4 . 3 4 ( S D L N - 2 ) RI M = 2 7 6 . 1 1 SD M H 2 F ST A = 1 4 + 7 8 . 2 4 , 3 . 0 0 ' L (A U B E R G I N E ) 12 " I E I N = 2 7 5 . 7 0 ( N ) 6" I E I N = 2 7 5 . 7 0 ( E ) 12 " I E O U T = 2 7 5 . 5 0 ( S ) ST A = 5 + 4 4 . 9 5 ( S D L N - 2 ) RI M = 2 8 2 . 6 2 #0 6 D 0 3 9 #0 6 D 0 4 0 #0 6 D 0 4 3 #0 6 D 0 4 4 #0 6 D 0 4 7 #0 6 D 0 4 8 #0 6 D 0 4 9 24 6 . 0 9 25 1 . 5 5 24 6 . 0 4 0.0267 25 9 . 1 8 25 3 . 0 8 26 1 . 9 0 26 3 . 0 2 26 1 . 8 5 26 1 . 6 5 26 4 . 1 6 26 3 . 9 3 0.0417 0.0609 26 9 . 2 5 26 8 . 9 9 26 9 . 0 2 26 8 . 9 0 0.0596 27 5 . 5 7 27 5 . 3 4 26 2 . 9 0 25 5 . 9 5 SDCI 2A.1 18+70.13, 19.37' R (AUBERGINE) RIM/TC = 259.49 10" IE OUT = 255.76 24.34 LF (ASTM D3034) @S=0.1186 SDCI 2C.1 16+95.28, 17.50' R (AUBERGINE) RIM/TC = 269.19 10" IE OUT = 264.37 23.68 LF (ASTM D3034) @S=0.0179 SDCI 2C.2 16+79.00, 17.50' L (AUBERGINE) RIM/TC = 270.07 10" IE OUT = 262.50 26.94 LF (ASTM D3034) @S=0.0145 SDCB 2A.2 18+81.46, 14.56' L (AUBERGINE) RIM = 258.83 10" IE OUT = 253.54 11.61 LF (ASTM D3034) @S=0.0578 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 7 ) S T - A U B E R G I N E . d w g - S H E E T : 17 . 1 Ap r . 1 8 , 1 7 - 10 : 1 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 17.1 SW AUBERGINE TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW AUBERGINE TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW AUBERGINE TER - PLAN SCALE: 1" = 40' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW AUBERGINE TER PER TYPICAL STREET SECTION C, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. SA B R I N A A V E SE E S H E E T 9 . 2 S A B R I N A A V E S E E S H E E T 9 . 1 B E A C H P L U M T E R S E E S H E E T 1 8 INLET DATA: 3A 3B 3C 5A STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 27 2+36.25 SDLN-2 31.23 0.0948 260.32 D3034 28 SDMH 2B 26.98 0.0860 258.19 D3034 29 1+72.66 SDLN-2 30.18 0.0597 255.72 D3034 31 1+64.79 SDLN-2 35.76 0.0562 255.67 D3034 32 2+42.55 SDLN-2 34.60 0.0369 259.00 D3034 33 3+08.54 SDLN-2 36.93 0.0617 263.82 D3034 34 3+83.96 SDLN-2 35.33 0.0205 266.48 D3034 35 SDMH 2E 37.34 0.0233 270.62 D3034 36 4+98.18 SDLN-2 36.43 0.0283 273.99 D3034 37 5+38.93 SDLN-2 36.16 0.0323 276.56 D3034 174 SDMH 2F 30.08 0.0672 277.97 D3034 175 5+10.97 SDLN-2 29.52 0.0405 274.92 D3034 179 SDMH 2E 28.74 0.0348 270.75 D3034 180 4+22.30 SDLN-2 30.97 0.0312 269.13 D3034 184 3+58.00 SDLN-2 29.47 0.0702 266.16 D3034 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT A U B E R G I N E T E R S E E S H E E T 1 7 . 2 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 27 17+76.49, 16.00' LT 16.00 28 17+99.20, 16.00' LT 16.00 29 18+33.48, 16.00' LT 16.00 30 18+68.81, 16.00' LT 16.00 31 18+02.27, 16.00' RT 16.00 32 17+35.13, 16.00' RT 16.00 33 16+78.95, 16.00' RT 16.00 34 16+08.94, 16.00' RT 16.00 35 15+48.12, 16.00' RT 16.00 36 15+07.41, 16.00' RT 16.00 37 14+67.02, 16.00' RT 16.00 173 14+52.83, 16.00' LT 8.00 174 14+70.54, 16.00' LT 12.00 175 15+08.33, 16.00' LT 12.00 176 15+24.55, 16.00' LT 8.00 177 15+40.21, 16.00' LT 8.00 178 15+54.60, 16.00' LT 8.00 179 15+70.51, 16.00' LT 12.00 180 15+97.74, 16.00' LT 12.00 181 16+12.91, 16.00' LT 8.00 182 16+27.00, 16.00' LT 8.00 183 16+41.08, 16.00' LT 8.00 184 16+57.09, 16.00' LT 12.00 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" (6" FOR TOWNHOMES) PVC STORM SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 3' X 5' ROOT PATH PER DETAIL XXX, SEE SHEET L1.06. 1A 2 3 6 33.4 X 259.6 #06D042C #06D046C #06D045C #06D041C 255.39 0.0945 259.63 263.41 0.0167 262.01 269.89 0.0371 253.36 0.0457 28.7 X 257.6 32.6 X 255.1 35.9 X 255.7 36.3 X 259.3 3+07.0 40.4 X 263.5 0.0252 266.6 0.0341 270.4 0.0172 273.5 0.0100 275.7 0.0407 277.0 0.0503 275.0 0.0733 271.5 0.0664 270.0 0.0553 265.4 38.8 39.3 39.6 38.3 31.9 29.4 34.0 33.4 3+55.5 31.5 SW AUBERGINE TERRACE SD SD SD S S S S S S S S S S S S S S S S S S 10+0011+0012+0013+0014+00 17 + 0 0 169 TRACT E 164 160162 165167168 157 45444342414039 38 166 TRACT D 163 161 TRACT C 159 158 152 TRACT B 156 155 154 153 TRACT A 172173 170171 SDMH 2I SDMH 2G 6+00 7+00 8+00 9+00 9+90 SDCI 2G.1 SDCB 2G.2 SDLN-2 1A (TYP)1A (TYP) 3E 5B1 1 2 (TYP) 2 (TYP) 2 2 3 (TYP) 5 6.00' PUE 6.00' PUE W W SDMH 14A W W W W W W W SD SD SD SD SD SD SD 1 SDMH 2H 0 + 0 0 SDMH 2H 6 (TYP) 6 (TYP) #06D050 #06D051C #06D052 #06D053 2.50% TRAVEL 16' SWTRAVEL 16' 5' 54' R.O.W. 32' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW AUBERGINE TERRACE PUE 6' C PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 DTL15' WIDE CONCRETE SIDEWALK PER DETAIL 120, SHEET DTL1. CONCRETE CURB AND GUTTER PER DETAIL 126, SHEET DTL1. PAVEMENT SECTION 5:1 MA X .5:1 MAX. 0.50'0.50' 245 250 260 270 280 290 300 310 320 330 340 245 250 260 270 280 290 300 310 320 330 340 10+0011+0012+0013+0014+0014+50 66.72 LF 1 2 " ( P V C ) @ S=0.06 0 4 118.10 LF 1 2 " ( P V C ) @ S=0.0449 -7.61% -5.00% -5.91% -5.00% PV I S T A = 1 3 + 4 2 . 6 9 EL E V = 2 8 9 . 8 8 PVI STA: 12+12.20 PVI ELEV: 297.58 K: 20.00 LVC: 34.04 BV C S : 1 1 + 9 5 . 1 8 BV C E : 2 9 8 . 8 8 EV C S : 1 2 + 2 9 . 2 2 EV C E : 2 9 6 . 5 8 PVI STA: 14+49.35 PVI ELEV: 284.54 K: 20.00 LVC: 29.09 BV C S : 1 4 + 3 4 . 8 0 BV C E : 2 8 5 . 2 7 EVCS: 14 + 6 3 . 8 9 EVCE: 28 3 . 6 0 IN T E R S E C T I O N ST A = 3 + 8 0 . 1 4 ( G R A N I T A ) ST A = 1 1 + 4 9 . 6 6 ( A U B E R G I N E ) EL E V = 3 0 2 . 3 4 IN T E R S E C T I O N ST A = 1 7 + 2 4 . 4 7 ( A M E L I A ) ST A = 1 3 + 8 2 . 6 7 ( A U B E R G I N E ) EL E V = 2 8 7 . 8 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING EN D S T R E E T C O N S T R U C T I O N SD M H 2 I ST A = 1 0 + 3 2 . 4 7 , 3 . 0 0 ' L (A U B E R G I N E ) 6" I E I N = 3 0 2 . 1 6 ( E ) 12 " I E O U T = 3 0 1 . 9 6 ( S ) ST A = 9 + 9 0 . 3 5 ( S D L N - 2 ) RI M = 3 1 1 . 2 0 SD M H 2 G ST A = 1 3 + 5 9 . 8 3 , 3 . 0 0 ' L (A U B E R G I N E ) 12 " I E I N = 2 8 1 . 2 0 ( N ) 10 " I E I N = 2 8 1 . 2 0 ( N W ) 10 " I E I N = 2 8 1 . 2 0 ( N E ) 6" I E I N = 2 8 1 . 2 0 ( E ) 12 " I E O U T = 2 8 1 . 0 0 ( S ) ST A = 6 + 6 3 . 0 4 ( S D L N - 2 ) RI M = 2 8 8 . 9 4 SD M H 2 H ST A = 1 2 + 9 3 . 0 6 , 3 . 1 1 ' L (A U B E R G I N E ) 12 " I E I N = 2 8 5 . 4 3 ( N ) 12 " I E I N = 2 8 5 . 4 3 ( E ) 12 " I E O U T = 2 8 5 . 2 3 ( S ) ST A = 7 + 2 9 . 7 7 ( S D L N - 2 ) RI M = 2 9 2 . 7 5 260.58 L F 1 2 " ( P V C ) @ S=0.06 3 4 #0 6 D 0 5 0 #0 6 D 0 5 2 #0 6 D 0 5 3 28 9 . 1 0 28 1 . 3 1 28 1 . 4 3 28 0 . 8 4 28 5 . 8 2 28 5 . 7 5 28 5 . 3 8 0.0440 0.0615 0.0618 30 1 . 8 5 SDCI 2G.1 13+38.82, 17.50' R (AUBERGINE) RIM/TC = 290.23 10" IE OUT = 285.38 29.42 LF (PVC) @S=0.1422 SDCB 2G.2 13+51.69, 14.50' L (AUBERGINE) RIM = 289.06 10" IE OUT = 283.80 14.05 LF (PVC) @S=0.1850 SD S S S S 13 + 0 0 165 167 166 TRACT D 7 + 0 0 SDCB W S D S D 2H SW R O Y R O G E R S R O A D 14 0+00 1+00 1 2H SDMH 2H #06D052 250 260 270 280 290 300 310 250 260 270 280 290 300 310 -0+25 0+00 1+00 1+50 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SD M H 2 H ST A = 1 2 + 9 3 . 0 6 , 3 . 1 1 ' L (A U B E R G I N E ) 12 " I E I N = 2 8 5 . 4 3 ( N ) 12 " I E I N = 2 8 5 . 4 3 ( E ) 12 " I E O U T = 2 8 5 . 2 3 ( S ) ST A = 0 + 0 0 . 0 0 ( S D L N - 1 9 ) RI M = 2 9 2 . 7 5 105.39 LF 12" (PVC) @ S=0.0050 CAP STORMLINE STUB AT ROY ROGERS STA=1+05.39 IE=285.95 CLASS 'B' GRANULAR BACKFILL & BEDDING #0 6 D 0 5 2 28 5 . 8 2 28 5 . 7 5 28 5 . 3 8 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 7 ) S T - A U B E R G I N E . d w g - S H E E T : 17 . 2 Ap r . 1 8 , 1 7 - 10 : 1 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 17.2 SW AUBERGINE TER & TRACT N STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW AUBERGINE TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW AUBERGINE TER - PLAN SCALE: 1" = 40' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW AUBERGINE TER PER TYPICAL STREET SECTION C, 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. AMELIA ST SEE SHEET 12 GRANITA LN SEE SHEET 19 INLET DATA: 3E 5B STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 38 5+78.74 SDLN-2 37.11 0.0718 280.13 D3034 39 6+85.07 SDLN-2 36.14 0.1020 286.69 D3034 40 7+11.31 SDLN-2 36.15 0.0959 287.83 D3034 41 7+41.39 SDLN-2 36.15 0.0814 289.36 D3034 42 7+68.88 SDLN-2 36.09 0.0726 290.78 D3034 43 8+00.97 SDLN-2 36.08 0.0622 292.44 D3034 44 8+32.92 SDLN-2 36.06 0.0532 294.14 D3034 152 SDMH 2I 30.00 0.1513 306.70 D3034 156 9+24.93 SDLN-2 29.98 0.1221 301.72 D3034 157 8+91.17 SDLN-2 29.96 0.1078 299.15 D3034 161 8+22.09 SDLN-2 29.94 0.0793 293.91 D3034 162 7+92.01 SDLN-2 29.92 0.0766 291.92 D3034 165 7+38.26 SDLN-2 29.89 0.0847 288.75 D3034 166 7+08.17 SDLN-2 29.89 0.0935 286.97 D3034 169 SDMH 2G 30.00 0.1063 284.39 D3034 170 6+13.63 SDLN-2 28.68 0.1007 281.92 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 38 14+41.28, 16.00' LT 16.00 152 10+28.47, 16.00' LT 12.00 153 10+45.47, 16.00' LT 10.00 154 10+60.81, 16.00' LT 10.00 155 10+76.14, 16.00' LT 10.00 156 10+93.14, 16.00' LT 12.00 157 11+27.64, 16.00' LT 12.00 158 11+44.64, 16.00' LT 10.00 159 11+59.97, 16.00' LT 10.00 160 11+75.31, 16.00' LT 10.00 161 11+92.31, 16.00' LT 12.00 162 12+26.81, 16.00' LT 12.00 163 12+43.81, 16.00' LT 10.00 164 12+59.14, 16.00' LT 10.00 165 12+75.47, 16.00' LT 12.00 166 13+10.64, 16.00' LT 12.00 167 13+27.64, 16.00' LT 10.00 168 13+43.00, 16.00' LT 10.00 169 13+59.66, 16.00' LT 12.00 170 14+05.25, 16.00' LT 12.00 171 14+21.47, 16.00' LT 8.00 172 14+37.15, 16.00' LT 8.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT A U B E R G I N E T E R S E E S H E E T 1 7 . 1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" (6" FOR TOWNHOMES) PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. CAP STORMLINE STUB FOR STORM UTILITY UPGRADES ALONG ROY ROGERS ROAD. STORM NOTES: 1 2 3 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 11+49.96, 16.00' LT (AUBERGINE) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. ROOT PATHS ALONG FRONTAGE OF ROW HOMES SHALL BE CONSTRUCTED TO LIMITS NOTED ON PLANS. 1A 2 3 5 5 TRACT D - PLAN SCALE: 1" = 40' AUBERGINE TER SEE THIS SHEET AUBERGINE TER SEE THIS SHEET TRACT N - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 14 6 #06D051C 41.4 0.0283 278.6 285.55 0.1496 0.1708 0.0557 285.4 0.0442 286.4 0.0103 287.2 0.0579 290.6 0.0414 292.1 0.1374 306.5 0.1064 301.4 0.0687 298.2 0.0569 293.5 0.0529 291.5 0.0703 286.4 0.1048 284.5 0.0564 280.6 6+89.0 39.2 39.8 40.2 7+66.0 38.4 8+00.0 39.2 31.6 31.5 8+89.5 33.3 32.2 7+90.0 32.3 31.4 7+04.5 32.1 31.1 31.2 SDSW BEACH PLUM TERRACE S D S D S D S D SD SD SD S S S S S S S S S S S S S S SS SS SS SS SS SS SS 2+00 3+00 4+005+006+007+00 8+00 4+ 0 0 1 7 + 0 0 1 8 + 0 0 184 TRACT O TRACT H 209 203210204211205 TRACT L206 207208 26 17 24 25 28 27 18 9 151011121314 16 215 202 201 212 214 213 SDMH 2D SDMH 2B S D S D SD SD 4+0 0 5+ 0 0 6.00' PUE 6.00' PUE 6.00' PUE 1A 2 (TYP) SDLN-5 (TYP) 1 SDMH 5E SDMH 5F SDCB 5D.2 SDCI 5D.1 SDMH 2C SDMH 5D SDMH 5B SDMH 15H SDMH 15F SDMH 15E SDCI 16A.1 SDCI 16A.2 1 1 1 1 1 1 2 (TYP) 3G 3A 5 3D 2 (TYP)1A (TYP) 1A (TYP)5 5 2 1A (TYP) 2 2 2 3 (TYP) 3 (TYP) SDLN-15 W W W W W W W W W W W W W W SDCB 15D.1 SDCI 2C.2 SDCI 2C.1 SDCI 5F.1 SDCI 5F.2 3E 3F W W W W SD SD S D S D SDMH 15G 1 SD 0+00 1+ 0 0 1+ 4 8 6+ 0 0 7+00 8+00 9+009+07 0 + 0 0 0+ 0 0 6 SDCB 15G.1 W SS SS SS 4 + 0 0 5+00 6+00 7+00 8+008+13 6 (TYP) 6 (TYP) W W 1 SDMH 16A SDLN-16 SD SD SD SD SS SDCI 5C.2 SDMH 5C SDCI 5C.1 13C 3B 185 190TRACT J 195 TR A C T I 200 196197 198199 194 193 192 191 189 188 187 186 SS SS 50.00' SLOPE TRAN. SEE DET. 1, SHT. 18.2 50.00' SLOPE TRAN. SEE DET. 2, SHT. 18.2 50.00' SLOPE TRAN. SEE DET. 3, SHT. 18.2 #06D014 #06D015 #06D016 #06D017 #06D018 #06D023 #06D025C #06D024 #06D026C #06D027 #06D028C #06D029C #06D030 #06D033C #06D031 #06D032C 210 220 230 240 250 260 270 280 290 300 210 220 230 240 250 260 270 280 290 300 0+751+002+003+004+005+006+007+008+009+00 82.33 LF 12" (PVC) @ S=0.0100125.91 LF 12" (PVC) @ S=0.0100 47.26 LF 12" (PVC) @ S=0.0128 -2.12% -4.58% -2.50% -1.55%4.34% PV I S T A = 1 + 0 3 . 0 6 EL E V = 2 6 8 . 4 3 PV I S T A = 8 + 7 7 . 2 7 EL E V = 2 4 8 . 5 7 PVI STA: 5+06.41 PVI ELEV: 265.56 K: 20.00 LVC: 49.16 BV C S : 4 + 8 1 . 8 3 BV C E : 2 6 6 . 0 8 EV C S : 5 + 3 0 . 9 9 EV C E : 2 6 4 . 4 3 PVI STA: 2+29.21 PVI ELEV: 271.44 K: 20.00 LVC: 129.14 BV C S : 1 + 6 4 . 6 4 BV C E : 2 6 8 . 6 4 EV C S : 2 + 9 3 . 7 8 EV C E : 2 7 0 . 0 7 HIGH PT. STA: 2+51.34 HIGH PT ELEV: 270.52 IN T E R S E C T I O N ST A = 1 7 + 0 9 . 0 3 ( A U B E R G I N E ) ( B E A C H P L U M ) IN T E R S E C T I O N ST A = 4 + 3 1 . 3 4 ( H O L L Y R I D G E ) ST A = 5 + 2 1 . 8 3 ( B E A C H P L U M ) EL E V = 2 6 4 . 8 3 IN T E R S E C T I O N ST A = 5 + 0 7 . 5 0 ( C A L A B A S H ) ST A = 8 + 4 5 . 1 3 ( B E A C H P L U M ) EL E V = 2 5 0 . 0 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING EN D S T R E E T C O N S T R U C T I O N ST A = 8 + 7 6 . 5 2 ( B E A C H P L U M ) EL E V = 2 4 8 . 6 1 73.15 LF 1 2 " ( P V C ) @ S=0.052 5 77.64 LF 12 " ( P V C ) @ S=0.0431 EN D C O N T S R U C T I O N SD M H 5 F ST A = 1 + 5 4 . 3 6 , 4 . 0 1 ' L (B E A C H P L U M ) 10 " I E I N = 2 6 3 . 4 0 ( S W ) 10 " I E I N = 2 6 3 . 4 0 ( N ) 12 " I E I N = 2 6 3 . 4 0 ( N E ) 12 " I E O U T = 2 6 3 . 2 0 ( S E ) ST A = 8 + 1 2 . 8 2 ( S D L N - 5 ) RI M = 2 6 8 . 3 0 SD M H 5 E ST A = 2 + 3 5 . 9 3 , 2 . 6 8 ' L (B E A C H P L U M ) 12 " I E I N = 2 6 2 . 3 8 ( N W ) 12 " I E O U T = 2 6 2 . 1 8 ( S E ) ST A = 7 + 3 0 . 4 8 ( S D L N - 5 ) RI M = 2 7 0 . 4 0 SD M H 5 D ST A = 3 + 6 2 . 0 2 , 2 . 7 1 ' L (B E A C H P L U M ) 12 " I E I N = 2 6 0 . 9 2 ( N W ) 10 " I E I N = 2 6 1 . 0 0 ( S W ) 10 " I E I N = 2 6 1 . 0 0 ( N ) 12 " I E O U T = 2 6 0 . 7 2 ( S E ) ST A = 6 + 0 4 . 5 7 ( S D L N - 5 ) RI M = 2 6 8 . 5 7 SD M H 5 B ST A = 5 + 2 5 . 6 9 , 2 . 9 7 ' L (B E A C H P L U M ) 12 " I E I N = 2 5 8 . 6 2 ( N W ) 12 " I E I N = 2 5 8 . 6 2 ( N E ) 12 " I E O U T = 2 5 8 . 4 2 ( S W ) ST A = 4 + 4 1 . 2 7 ( S D L N - 5 ) RI M = 2 6 4 . 7 4 SD M H 1 5 E ST A = 8 + 3 7 . 5 1 , 2 . 2 6 ' L (B E A C H P L U M ) 12 " I E I N = 2 4 4 . 1 2 ( N W ) 12 " I E I N = 2 4 4 . 1 2 ( S E ) 12 " I E O U T = 2 4 3 . 9 2 ( S W ) ST A = 6 + 2 7 . 9 0 ( S D L N - 1 5 ) RI M = 2 5 0 . 3 5 SD M H 1 5 F ST A = 7 + 6 4 . 5 4 , 3 . 0 0 ' L (B E A C H P L U M ) 12 " I E I N = 2 4 8 . 1 6 ( N W ) 12 " I E O U T = 2 4 7 . 9 6 ( S E ) ST A = 7 + 0 1 . 0 5 ( S D L N - 1 5 ) RI M = 2 5 3 . 6 7 SD M H 1 5 G ST A = 6 + 8 7 . 0 6 , 0 . 0 0 ' (B E A C H P L U M ) 10 " I E I N = 2 5 1 . 7 1 ( N E ) 12 " I E I N = 2 5 1 . 7 1 ( N W ) 12 " I E O U T = 2 5 1 . 5 1 ( S E ) ST A = 7 + 7 8 . 6 9 ( S D L N - 1 5 ) RI M = 2 5 7 . 2 8 SD M H 1 5 H ST A = 5 + 5 8 . 9 7 , 3 . 0 0 ' L (B E A C H P L U M ) 12 " I E O U T = 2 5 7 . 5 7 ( S E ) ST A = 9 + 0 6 . 8 2 ( S D L N - 1 5 ) RI M = 2 6 3 . 2 2 128.12 LF 1 2 " ( P V C ) @ S=0.0457 SD M H 1 6 A ST A = 8 + 8 1 . 5 0 , 4 . 4 7 ' L (B E A C H P L U M ) 12 " I E I N = 2 4 4 . 4 7 ( E ) 10 " I E I N = 2 4 5 . 1 4 ( W ) 10 " I E I N = 2 4 5 . 6 6 ( N E ) 12 " I E O U T = 2 4 4 . 2 7 ( N W ) ST A = 0 + 4 4 . 2 0 ( S D L N - 1 6 ) RI M = 2 5 1 . 3 0 44.20 LF 12" (PVC C900) @ S=0.0034 116.04 LF 12" (PVC) @ S=0.0111 SD M H 5 C ST A = 4 + 7 8 . 4 1 , 4 . 7 1 ' L (B E A C H P L U M ) 12 " I E I N = 2 5 9 . 4 3 ( N W ) 10 " I E I N = 2 6 0 . 0 0 ( N E ) 10 " I E I N = 2 6 0 . 0 0 ( S W ) 12 " I E O U T = 2 5 9 . 2 3 ( S E ) ST A = 4 + 8 8 . 5 4 ( S D L N - 5 ) RI M = 2 6 6 . 2 3 PVI STA: 1+42.64 PVI ELEV: 267.68 K: 5.00 LVC: 29.42 BV C S : 1 + 2 7 . 9 3 BV C E : 2 6 7 . 9 1 EV C S : 1 + 5 7 . 3 5 EV C E : 2 6 8 . 3 2 LOW PT. STA: 1+35.68 LOW PT ELEV: 267.85 #0 6 D 0 1 5 #0 6 D 0 1 4 #0 6 D 0 1 6 #0 6 D 0 1 7 #0 6 D 0 1 8 #0 6 D 0 2 3 #0 6 D 0 2 4 #0 6 D 0 2 7 #0 6 D 0 3 0 #0 6 D 0 3 1 24 4 . 6 1 24 5 . 2 7 24 5 . 8 0 24 4 . 4 9 24 8 . 8 7 24 4 . 3 5 24 4 . 3 5 24 4 . 1 0 24 7 . 8 0 25 1 . 4 0 25 7 . 3 8 26 3 . 3 9 25 7 . 3 3 25 8 . 2 1 25 8 . 2 3 25 8 . 0 8 25 9 . 3 2 26 0 . 7 3 26 0 . 3 6 4" I E I N = 2 6 2 . 7 3 ( W ) 26 2 . 1 8 26 2 . 0 5 6" I E I N = 2 6 2 . 3 7 ( N E ) 26 3 . 2 6 26 3 . 2 6 26 3 . 2 3 26 3 . 0 6 0.0032 0.0472 0.0417 0.0439 0.0216 0.0089 0.0105 0.0107 2.50% TRAVEL 16' SWTRAVEL 16' 5' 54' R.O.W. 32' PAVEMENT LC R/W N.T.S. LOCAL STREET - SW BEACH PLUM TERRACE PUE 6' C PLANT. 5.5' 2.50% R/W PUE 6' PLANT. 5.5' SW 5' 1 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. 0.50'0.50' SDCI 5C.1 4+78.50, 17.50' R (BEACH PLUM) RIM/TC = 266.28 10" IE OUT = 260.50 22.21 LF (PVC) @S=0.0225 SDCI 5C.2 4+78.36, 17.50' L (BEACH PLUM) RIM/TC = 266.87 10" IE OUT = 260.50 12.79 LF (PVC) @S=0.0391 SDCI 5D.1 3+62.02, 17.48' R (BEACH PLUM) RIM/TC = 268.75 10" IE OUT = 263.83 20.19 LF (PVC) @S=0.1400 SDCI 5F.1 1+42.50, 19.56' R (BEACH PLUM) RIM/TC = 268.12 10" IE OUT = 263.91 26.38 LF (PVC) @S=0.0193 SDCI 16A.1 8+71.49, 17.50' R (BEACH PLUM) RIM/TC = 248.97 10" IE OUT = 245.70 24.12 LF (PVC C900) @S=0.0228 SDCB 5D.2 3+48.89, 14.50' L (BEACH PLUM) RIM = 268.61 10" IE OUT = 263.94 17.58 LF (PVC) @S=0.1670 SDCB 15G.1 6+87.03, 28.51' L (BEACH PLUM) RIM = 257.75 10" IE OUT = 254.92 28.51 LF (PVC) @S=0.1126 SDCI 16A.2 8+73.07, 17.50' L (BEACH PLUM) RIM/TC = 249.43 10" IE OUT = 245.90 15.57 LF (PVC C900) @S=0.0150 SDCI 5F.2 1+35.60, 17.53' L (BEACH PLUM) RIM/TC = 268.61 10" IE OUT = 263.78 23.12 LF (PVC) @S=0.0165 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 8 ) S T - B E A C H P L U M . d w g - S H E E T : 18 . 1 Ap r . 1 8 , 1 7 - 10 : 1 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 18.1 SW BEACH PLUM TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW BEACH PLUM TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW BEACH PLUM TER - PLAN SCALE: 1" = 40' AU B E R G I N E T E R SE E S H E E T 1 7 LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW BEACH PLUM TER PER TYPICAL STREET SECTION C, THIS SHEET. 2.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 3.ITALIC STATION LABELS INDICATE PIPE STATIONING. 4.REFER TO STORM MANHOLE 6C & 15B ROLL OUT DETAILS ON SHEET 18.2. CALABASH TER SEE SHEET 20 HOLLY RIDGE LN SEE SHEET 13 AUBERGINE TER SEE SHEET 17 INLET DATA: 3A 3B 3F 3G STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 24 5+61.88 SDLN-5 39.67 0.0634 263.01 D3034 25 6+13.05 SDLN-5 38.11 0.0760 264.15 D3034 26 6+40.39 SDLN-5 38.90 0.0819 264.71 D3034 185 7+86.36 SDLN-5 35.99 0.0726 265.80 D3034 189 7+24.76 SDLN-5 32.24 0.1086 265.87 D3034 190 6+96.71 SDLN-5 31.26 0.1209 265.87 D3034 194 6+28.33 SDLN-5 31.41 0.0692 263.58 D3034 195 5+94.72 SDLN-5 31.77 0.0967 263.93 D3034 200 5+10.32 SDLN-5 29.87 0.0827 262.39 D3034 201 8+89.31 SDLN-15 32.45 0.0376 258.24 D3034 205 8+22.91 SDLN-15 34.13 0.0328 255.10 D3034 206 7+52.59 SDLN-15 34.66 0.0342 251.82 D3034 210 6+87.64 SDLN-15 32.56 0.0321 248.55 D3034 211 6+61.99 SDLN-15 33.08 0.0381 247.42 D3034 215 0+24.66 SDLN-16 32.19 0.0200 245.10 D3034 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 24 3+99.79, 16.00' RT 16.00 25 3+45.02, 16.00' RT 16.00 26 3+19.23, 16.00' RT 16.00 185 2+29.20, 16.00' LT 12.00 186 2+42.57, 16.00' LT 9.00 187 2+57.07, 16.00' LT 9.00 188 2+76.06, 16.00' LT 8.00 189 2+90.60, 16.00' LT 11.00 190 3+27.05, 16.00' LT 11.00 191 3+41.05, 16.00' LT 9.00 192 3+56.72, 16.00' LT 9.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 193 3+75.23, 16.00' LT 7.00 194 3+90.74, 16.00' LT 12.00 195 4+30.11, 16.00' LT 12.00 196 4+44.99, 16.00' LT 8.00 197 4+59.54, 16.00' LT 8.00 198 4+78.27, 16.00' LT 8.00 199 4+95.42, 16.00' LT 8.00 200 5+11.33, 16.00' LT 12.00 201 5+65.98, 16.00' LT 9.00 202 5+78.65, 16.00' LT 9.00 203 5+93.98, 16.00' LT 9.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 204 6+13.15, 16.00' LT 9.00 205 6+27.81, 16.00' LT 9.00 206 7+09.87, 16.00' LT 11.00 207 7+22.78, 16.00' LT 9.00 208 7+37.73, 16.00' LT 9.00 209 7+56.40, 16.00' LT 9.00 210 7+68.93, 16.00' LT 9.00 211 8+00.71, 16.00' LT 12.00 212 8+14.53, 16.00' LT 9.00 213 8+29.18, 16.00' LT 9.00 214 8+47.38, 16.00' LT 9.00 215 8+60.44, 16.00' LT 11.00 * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" (6" FOR TOWNHOMES) PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG NO. 330. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL INLET CATCH BASIN (G-2) PER ODOT DWG NO. RD364. SEE TABLE, THIS SHEET, FOR CATCH BASIN INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 2 3 5 STREET NOTES: INSTALL STANDARD ADA ACCESSIBLE RAMP PER DETAIL 128, SHEET DTL1. INSTALL MONUMENT BOX TYPE PER DETAIL 170, SHEET DTL2. CONSTRUCT CURB DROP FOR RESIDENTIAL DRIVEWAY WITH 3-FOOT WINGS. SEE TABLE, THIS SHEET, FOR LOCATION AND WIDTH. CONSTRUCT 20' WIDE COMMERCIAL DRIVEWAY PER DETAIL 143, SEE SHEET DTL1. CL STA: 6+85.43, 16.00' LT (BEACH PLUM) CL STA: 8+45.30, 16.00' RT (BEACH PLUM) CONSTRUCT 3' X 5' ROOT PATH PER DETAIL ON SHEET L1.06. ROOT PATHS ALONG FRONTAGE OF ROW HOMES SHALL BE CONSTRUCTED TO LIMITS NOTED ON PLANS. 1A 2 3 5 3C 5 6 3E 6 3D 6 5+63.0 41.7 0.0797 263.6 #06D026C #06D025C #06D029C #06D033C #06D032C #06D028C 16A 5F 248.95 246.01 0.0135 260.36 0.0281 263.52 0.1248 267.55 263.67 0.0155 263.65 0.0190 268.41 263.59 0.1473 SDMH 5D 44.9 0.0432 264.7 29.5 0.0418 245.9 42.7 0.0856 265.1 SDMH 5E 33.9 0.1054 265.9 36.5 0.0297 264.1 34.0 0.0541 263.8 34.2 0.0994 263.9 8+30.0 33.1 0.0698 256.5 32.3 0.0529 252.3 32.0 0.0529 249.1 32.0 0.0487 247.7 6+26.0 35.1 30.8 257.10 255.37 0.1052 6+96, 33.48' 34.80 245.41 0.0058 210 220 230 240 250 260 270 210 220 230 240 250 260 270 -0+25 0+00 1+00 2+00 2+25 CAP STORMLINE STUB AT ROY ROGERS STA=1+32.81 IE=245.00 SD M H 1 6 A ST A = 8 + 8 1 . 5 0 , 4 . 4 7 ' L (B E A C H P L U M ) 12 " I E I N = 2 4 4 . 4 7 ( E ) 10 " I E I N = 2 4 5 . 1 4 ( W ) 10 " I E I N = 2 4 5 . 6 6 ( N E ) 12 " I E O U T = 2 4 4 . 2 7 ( N W ) ST A = 0 + 4 4 . 2 0 ( S D L N - 1 6 ) RI M = 2 5 1 . 3 0 SD M H 1 5 E ST A = 8 + 3 7 . 5 1 , 2 . 2 6 ' L (B E A C H P L U M ) 12 " I E I N = 2 4 4 . 1 2 ( N W ) 12 " I E I N = 2 4 4 . 1 2 ( S E ) 12 " I E O U T = 2 4 3 . 9 2 ( S W ) ST A = 0 + 0 0 . 0 0 ( S D L N - 1 6 ) RI M = 2 5 0 . 3 5 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 104.03 LF 12" (PVC) @ S=0.0051 44.20 LF 12" (PVC C900) @ S=0.0034 #0 6 D 0 1 4 #0 6 D 0 1 5 24 4 . 3 5 24 4 . 3 5 24 4 . 1 0 0.0032 0.0030 24 8 . 8 7 24 4 . 6 1 24 5 . 2 7 24 5 . 8 0 24 4 . 5 244.92 8 + 0 0 TRACT O 211 9 215 212 214 213 SD SD S D 5+00 W S D S D 0 + 0 0 1+00 1+48 6+00 SW R O Y R O G E R S R O A D 15 1 SW B E A C H P L U M T E R R A C E SDMH 16A SDMH 15E SDCI 16A.2 SDCI 16A.1 SDCB 15D.1 SS S S #06D015 #06D014 SD S D S S 2 + 0 0 17+ 0 0 184 183 182 181 TRACT H 27 W W W S D S D 0+00 1+00 1+32 SW R O Y R O G E R S R O A D 15 1 S W B E A C H P L U M T E R R A C E SDCI 5F.1 SDMH 5F SDCI 5F.2 8 + 0 0 8 + 1 3 S S 185 188 187 186 #06D031 230 240 250 260 270 280 290 230 240 250 260 270 280 290 -0+25 0+00 1+00 1+50 SD M H 5 F ST A = 1 + 5 4 . 3 6 , 4 . 0 1 ' L (B E A C H P L U M ) 10 " I E I N = 2 6 3 . 4 0 ( S W ) 10 " I E I N = 2 6 3 . 4 0 ( N ) 12 " I E I N = 2 6 3 . 4 0 ( N E ) 12 " I E O U T = 2 6 3 . 2 0 ( S E ) ST A = 8 + 1 2 . 8 2 ( S D L N - 5 ) RI M = 2 6 8 . 3 0 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE CAP STORMLINE STUB AT ROY ROGERS STA=1+32.50 IE=264.06 CLASS 'B' GRANULAR BACKFILL & BEDDING 132.50 LF 12" (PVC) @ S=0.0050 #0 6 D 0 3 1 26 3 . 2 6 26 3 . 2 6 26 3 . 2 3 26 3 . 0 6 SDMH 16A PLAN SDMH 16A ROLLOUT DETAIL 48" SD 16A RIM: 251.39 12" OUT NW IE: 244.27 12" IN E IE: 244.4710" IN W IE: 245.14 10" IN E IE: 245.66 0.23' 1.19' 1.23' 243.00 12" OUT NW IE: 244.27 245.00 250.00 10" IN W IE: 245.14 10" IN E IE: 245.66 12" IN E IE: 244.47 0.70' 48" SD 5E RIM: 268.75 12" IN NE IE: 263.40 10" IN SW IE: 263.40 10" IN SE IE: 264.83 12" OUT SE IE: 263.20 10" IN N IE: 263.40 1.65' 0.85' 2.66' 2.67' SDMH 5E PLAN SDMH 5E ROLLOUT DETAIL 263.00 12" IN NW IE: 263.40 265.00 270.00 10" IN SE IE: 264.83 0.02' 12" OUT SE IE: 263.20 10" IN SW IE: 263.40 10" IN N IE: 263.40 0.89' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 8 ) S T - B E A C H P L U M . d w g - S H E E T : 18 . 2 Ap r . 1 8 , 1 7 - 10 : 1 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 18.2 TRACTS H & O STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 TRACT O - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' TRACT O - PLAN SCALE: 1" = 40' GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. BEACH PLUM TER SEE SHEET 18.1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL ON SHEET CAP STORMLINE STUB FOR STORM UTILITY UPGRADES ALONG ROY ROGERS ROAD. STORM NOTES: 1 15 TRACT H - PLAN SCALE: 1" = 40' BEACH PLUM TER SEE SHEET 18.1 BEA C H P L U M T E R SEE S H E E T 1 8 . 1 TRACT H - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 2.50%2.50% CL FULL CROWN STA: 6+09.71 TOC LT ELEV: 260.89 FLAT CROSS SLOPE STA: 5+84.71 TOC LT ELEV: 262.39 CL FULL SHED STA: 5+59.71 TOC LT ELEV: 263.89 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL1 TOC RT ELEV: 262.03 TOC RT ELEV: 263.17 2.50%2.50% CL FULL CROWN STA: 4+32.00 TOC LT ELEV: 267.19 FLAT CROSS SLOPE STA: 4+57.00 TOC LT ELEV: 267.02 CL FULL SHED STA: 4+82.00 TOC LT ELEV: 266.85 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL2 TOC RT ELEV: 266.66 TOC RT ELEV: 266.13 2.50%2.50% CL FULL CROWN STA: 1+82.90 TOC LT ELEV: 269.40 FLAT CROSS SLOPE STA: 1+57.90 TOC LT ELEV: 268.77 CL FULL SHED STA: 1+32.90 TOC LT ELEV: 268.64 CL 2.50%0.00% 2.50% 2.50% CROSS SLOPE TRANSITION DETAIL3 TOC RT ELEV: 268.41 #06D015 #06D031 244.61 245.80 244.49 245.27 248.87 245.80 245.27 244.61 244.49 263.26 263.23 263.06 263.26 268.30 NOT BUILT NOT BUILT 263.23 263.06 263.26 263.26 5F 5F 5F S W A P P L E G R O V E T E R R A C E SW AMELIA STREET SW A U B E R G I N E T E R R A C E SD S D S D S D SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S 2+00 3+00 2+ 0 0 3+ 0 0 15+00 16+00 17+00 3 + 0 0 4 + 0 0 5 + 0 0 6+ 0 0 11 + 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 112 113 50 48 47 46 57 55 54 53 52 49 51 56 45 44 43 42 41 40 39 AL L E Y 1 SDCI 4H.1 SDCI 4H.2 SDMH 4H SDMH 4F SDMH 2G SDCI 4E.1 SDCI 4E.2 SDMH 4E SDMH 10A SDMH 4D SDCI 4D.2 SDCI 4D.1 SDMH 8C SD SD SD SD S S S S S S SS SS SS SS SS SDMH 4G SDMH 14A SDCB 10A.1 3.00' PUE 3.00' PUE 3.00' PUE SDLN-14 1 2 (TYP) 6A 10.00' PRIVATE UTILITY EASEMENT W W W W W W W W 1 SDCB 2G.2 SDCI 2G.1 SW GRANITA LANE W W W W W W W W W SD SD SD SD SD S D 1+00 2+00 3+00 3+18 #06D073 #06D072 SDCB 10A.1 3+06.64, 7.50' R (ALLEY 1) RIM = 287.58 10" IE OUT = 282.74 29.52 LF (PVC) @S=0.0522 260 270 280 290 300 310 320 330 340 260 270 280 290 300 310 320 330 340 0+75 1+00 2+00 3+00 4+00 1.19% 5.23% 2.00%-0.68% PV I S T A = 1 + 2 5 . 0 0 EL E V = 2 9 9 . 0 1 PV I S T A = 3 + 5 2 . 6 4 EL E V = 3 0 2 . 5 4 PVI STA:3+41.58 PVI ELEV:302.41 K:3.00 LVC:12.12 BV C S : 3 + 3 5 . 5 2 BV C E : 3 0 2 . 1 0 EV C S : 3 + 4 7 . 6 4 EV C E : 3 0 2 . 4 8 PVI STA: 2+63.13 PVI ELEV: 298.31 K: 5.00 LVC: 29.53 BV C S : 2 + 4 8 . 3 7 BV C E : 2 9 8 . 4 1 EV C S : 2 + 7 7 . 8 9 EV C E : 2 9 9 . 0 8 LOW PT. STA: 2+51.76 LOW PT ELEV: 298.40 SD M H 4 G ST A = 1 + 0 4 . 1 7 , 0 . 4 0 ' L (G R A N I T A ) 12 " I E I N = 2 9 2 . 2 0 ( N ) 12 " I E I N = 2 9 2 . 2 0 ( E ) 12 " I E O U T = 2 9 2 . 0 0 ( S ) ST A = 1 + 0 0 . 1 0 ( S D L N - 1 4 ) RI M = 2 9 8 . 6 2 SD M H 1 4 A ST A = 3 + 2 3 . 2 4 , 5 . 0 0 ' R (G R A N I T A ) 4" I E I N = 2 9 5 . 7 7 ( N ) 12 " I E O U T = 2 9 5 . 5 7 ( W ) ST A = 3 + 1 8 . 4 7 ( S D L N - 1 4 ) RI M = 3 0 1 . 3 3 IN T E R S E C T I O N ST A = 3 + 3 6 . 0 1 ( A P P L E G R O V E ) ST A = 1 + 0 0 . 0 0 ( G R A N I T A ) EL E V = 2 9 8 . 7 1 IN T E R S E C T I O N ST A = 1 1 + 4 9 . 6 6 ( A U B E R G I N E ) ST A = 3 + 8 0 . 1 4 ( G R A N I T A ) EL E V = 3 0 2 . 3 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 218.47 LF 12" PVC (PVC C900) @ S=0.0154 IN T E R S E C T I O N ST A = 1 + 0 0 . 0 0 ( A L L E Y 1 ) ST A = 2 + 6 3 . 1 3 ( G R A N I T A ) EL E V = 2 9 8 . 3 1 PVI STA:1+34.02 PVI ELEV:299.19 K:3.00 LVC:8.03 BV C S : 1 + 3 0 . 0 0 BV C E : 2 9 9 . 1 1 EV C S : 1 + 3 8 . 0 4 EV C E : 2 9 9 . 1 6 #0 6 D 0 7 2 #0 6 D 0 7 3 29 2 . 1 0 29 1 . 7 9 30 1 . 0 8 29 5 . 5 1 29 5 . 2 0 0.0142 TRAVEL 10' TRAVEL 10' 20' TRACT 20' PAVEMENT LC 2.50% 1 DTL1 TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 N.T.S. PRIVATE STREET NO PARKINGG1 PUE 3' PUE 3' LINE PROPERTY LINE PROPERTY N.T.S. PRIVATE STREET - SIDEWALK ONE SIDEG2 2.50% TRAVEL 10' TRAVEL 10' 25' TRACT 20' PAVEMENT LC R/W SW 5' 1 DTL1 PAVEMENT SECTION R/W 5' WIDE CONCRETE SIDEWALK 6" THICK. TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 275 280 290 300 310 320 330 340 275 280 290 300 310 320 330 340 0+751+002+003+003+35 -2.50% -5.00% -2.00% -7.43% PV I S T A = 1 + 0 8 . 5 6 EL E V = 2 9 8 . 1 0 PV I S T A = 3 + 0 8 . 5 8 EL E V = 2 8 7 . 7 3 PVI STA:2+89.95 PVI ELEV:288.10 K:5.00 LVC:27.16 BV C S : 2 + 7 6 . 3 7 BV C E : 2 8 9 . 1 1 EV C S : 3 + 0 3 . 5 3 EV C E : 2 8 7 . 8 3 IN T E R S E C T I O N ST A = 2 + 6 3 . 1 3 ( G R A N I T A ) ST A = 1 + 0 0 . 0 6 ( A L L E Y 1 ) EL E V = 2 9 8 . 3 1 IN T E R S E C T I O N ST A = 1 6 + 0 6 . 7 8 ( A M E L I A ) ST A = 3 + 3 3 . 0 8 ( A L L E Y 1 ) EL E V = 2 8 6 . 8 1 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE PVI STA:2+42.97 PVI ELEV:291.59 K:3.00 LVC:7.29 BV C S : 2 + 3 9 . 3 3 BV C E : 2 9 1 . 7 8 EV C S : 2 + 4 6 . 6 2 EV C E : 2 9 1 . 3 2 PVI STA:1+17.21 PVI ELEV:297.88 K:3.00 LVC:7.51 BV C S : 1 + 1 3 . 4 5 BV C E : 2 9 7 . 9 8 EV C S : 1 + 2 0 . 9 7 EV C E : 2 9 7 . 7 0 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 1 9 ) S T - G R A N I T A . d w g - S H E E T : 19 Ap r . 1 8 , 1 7 - 10 : 1 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 19 SW GRANITA LN STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW GRANITA LN - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW GRANITA LN - PLAN SCALE: 1" = 40' CATCH BASIN DATA: 6A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW GRANITA LN PER TYPICAL STREET SECTION G2, THIS SHEET. 2.CONSTRUCT ALLEY 1 PER TYPICAL STREET SECTION G1, THIS SHEET. 3.REFER TO CR SHEETS FOR CURB RETURN INFORMATION. 4.ITALIC STATION LABELS INDICATE PIPE STATIONING. ALLEY 1 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' AUBERGINE TER SEE SHEET 17 AUBERGINE TER SEE SHEET 17 APPLE GROVE TER SEE SHEET 16 APPLE GROVE TER SEE SHEET 16 AM E L I A S T SE E S H E E T 1 2 SH A D O W T R A I L S T SE E S H E E T 1 1 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 45 SDMH 14A 23.00 0.0573 297.09 D3034 46 2+84.97 SDLN-15 23.00 0.0200 295.76 D3034 47 2+52.97 SDLN-15 23.00 0.0200 295.27 D3034 48 2+20.97 SDLN-15 23.00 0.0200 294.78 D3034 49 1+88.97 SDLN-15 23.00 0.0325 294.57 D3034 50 1+56.97 SDLN-15 23.00 0.0557 294.61 D3034 51 1+27.95 SDLN-15 23.00 0.0947 295.06 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 2 6 0+00.5 00.0 0.0000 000.0 286.07 287.77 3+02.0, 7.2' R 00.0 0.0000 000.0 0+00.5 00.0 0.0000 000.0 0+00.5 00.0 0.0000 000.0 0+00.5 00.0 0.0000 000.0 0+00.5 00.0 0.0000 000.0 0+00.5 00.0 0.0000 000.0 SW H O L L Y R I D G E L A N E SW BEACH PLUM TERRACE SW CALABASH TERRACE S D S D S D S D S S SS SS SS SS SS SS SS SS SS 1+002+003+00 4+0 0 5+ 0 0 3+ 0 0 4+ 0 0 5+006+007+00 8+00 12368 45 7 9 15 10 11 12 13 14 16 215 SDMH 6A S D S D S D S D S D S D S D SD SD S S S S S S S S S S S S SDMH 15D SDCB 15D.1 SDMH 15E 3.00' PUE 3.00' PUE 6A 2 (TYP) 1 W W W W W W W W W W W 1 1 SDMH 15F SDCI 16A.2 SDCI 16A.1 SDMH 15H SDMH 5B S D S D 9+07 5+ 0 0 6+ 0 0 7+00 8+00 9+00 SD SS SS SS SS 1+00 2+00 3+00 3+71 SD L N - 1 5 SDLN-6 SDMH 15G SDCB 15G.1 W SD SS #06D014 #06D012 #06D013 SDCB 15D.1 4+78.85, 7.50' R (CALABASH) RIM = 250.20 10" IE OUT = 247.36 14.01 LF (PVC C900) @S=0.2593 213 220 230 240 250 260 270 280 290 300 213 220 230 240 250 260 270 280 290 300 0+751+002+003+004+005+005+25 2.00%-1.05% -2.00% -3.63% PV I S T A = 1 + 2 4 . 4 2 EL E V = 2 6 1 . 6 6 PV I S T A = 4 + 8 7 . 3 4 EL E V = 2 5 0 . 2 2 PVI STA: 1+30.00 PVI ELEV: 261.77 K: 3.00 LVC: 9.16 BV C S : 1 + 2 5 . 4 2 BV C E : 2 6 1 . 6 8 EV C S : 1 + 3 4 . 5 8 EV C E : 2 6 1 . 7 2 HIGH PT. STA: 1+31.42 HIGH PT ELEV: 261.74 PVI STA: 4+79.26 PVI ELEV: 250.38 K: 5.00 LVC: 8.15 BV C S : 4 + 7 5 . 1 8 BV C E : 2 5 0 . 5 3 EV C S : 4 + 8 3 . 3 4 EV C E : 2 5 0 . 3 0 IN T E R S E C T I O N ST A = 3 + 1 3 . 7 9 ( H O L L Y R I D G E ) ST A = 1 + 0 0 . 0 1 ( C A L A B A S H ) EL E V = 2 6 1 . 2 1 IN T E R S E C T I O N ST A = 8 + 4 5 . 1 3 ( B E A C H P L U M ) ST A = 5 + 0 7 . 5 0 ( C A L A B A S H ) EL E V = 2 5 0 . 0 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SD M H 6 A ST A = 1 + 3 2 . 5 1 , 5 . 6 4 ' L (C A L A B A S H ) 12 " I E O U T = 2 5 5 . 5 0 ( S E ) ST A = 3 + 7 0 . 8 1 ( S D L N - 6 ) RI M = 2 6 1 . 8 8 SD M H 1 5 D ST A = 4 + 0 3 . 2 9 , 4 . 6 4 ' R (C A L A B A S H ) 12 " I E I N = 2 4 6 . 3 7 ( N W ) 12 " I E I N = 2 4 3 . 3 7 ( N E ) 12 " I E O U T = 2 4 3 . 1 7 ( S W ) ST A = 5 + 2 3 . 0 7 ( S D L N - 1 5 ) RI M = 2 5 3 . 0 2 SD M H 1 5 E ST A = 5 + 0 9 . 8 0 , 7 . 6 1 ' L (C A L A B A S H ) 12 " I E I N = 2 4 4 . 1 2 ( N W ) 12 " I E I N = 2 4 4 . 1 2 ( S E ) 12 " I E O U T = 2 4 3 . 9 2 ( S W ) ST A = 6 + 2 7 . 6 3 ( S D L N - 1 5 ) RI M = 2 5 0 . 3 5 CLASS 'B' GRANULAR BACKFILL & BEDDING 107.73 LF 12" (PVC) @ S=0.0051 270.98 LF 12" ( P V C ) @ S=0.0337 PVI STA: 1+80.20 PVI ELEV: 261.24 K: 20.00 LVC: 51.57 BV C S : 1 + 5 4 . 4 2 BV C E : 2 6 1 . 5 2 EV C S : 2 + 0 5 . 9 9 EV C E : 2 6 0 . 3 1 #0 6 D 0 1 4 #0 6 D 0 1 2 #0 6 D 0 1 3 24 5 . 5 3 24 2 . 6 4 24 2 . 4 3 0.0369 24 4 . 3 5 24 4 . 3 5 24 4 . 1 0 0.0136 TRAVEL 10' TRAVEL 10' 21' TRACT 20' PAVEMENT LC 2.50% 1 DTL1TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 PAVEMENT SECTION TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 0.50'0.50' N.T.S. PRIVATE STREETG3 PUE 3' LINE PROPERTY LINE PROPERTY PUE 3' N.T.S. PRIVATE STREET - SIDEWALK ONE SIDEG4 2.50% TRAVEL 10' TRAVEL 10' 25' TRACT 20' PAVEMENT LC R/W SW 5' 1 DTL1 PAVEMENT SECTION R/W 5' WIDE CONCRETE SIDEWALK 6" THICK. TYPE A MOUNTABLE CURB PER DETAIL ON SHEET DTL2 TYPE B MOUNTABLE CURB PER DETAIL ON SHEET DTL2 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 0 ) S T - C A L A B A S H . d w g - S H E E T : 20 . 1 Ap r . 1 8 , 1 7 - 10 : 1 5 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 20.1 SW CALABASH TER STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW CALABASH TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW CALABASH TER - PLAN SCALE: 1" = 40' HOLLY RIDGE LN SEE SHEET 13 PRIVATE DRIVEWAY STATIONS LOT#DELTA STATION WIDTH 1 10+88.23, 14.00' RT 16.00 2 11+48.23, 14.00' RT 16.00 3 12+08.23, 14.00' RT 16.00 4 12+68.24, 14.00' RT 16.00 5 12+98.73, 14.00' RT 16.00 10 13+00.12, 14.00' LT 16.00 11 12+69.71, 14.00' LT 16.00 12 12+09.71, 14.00' LT 16.00 13 11+49.63, 14.00' LT 16.00 14 10+89.71, 14.00' LT 16.00 CATCH BASIN DATA: 6A LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER * NOTE: PRIVATE DRIVEWAYS TO BE BUILT UNDER SEPARATE PERMIT GENERAL NOTES: 1.CONSTRUCT SW CALABASH TER PER TYPICAL STREET SECTION G3 & G4, 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. BE A C H P L U M T E R SE E S H E E T 1 8 STORM LATERAL TABLE LOT#STATION LENGTH SLOPE I.E.MAT. 1 3+67.27 SDLN-6 24.04 0.0561 256.98 D3034 2 3+34.49 SDLN-6 23.08 0.0890 256.58 D3034 3 2+80.51 SDLN-6 21.49 0.1072 255.01 D3034 4 2+47.42 SDLN-6 20.57 0.1074 253.80 D3034 5 2+13.10 SDLN-6 20.67 0.1014 252.53 D3034 6 1+78.75 SDLN-6 22.17 0.0894 251.26 D3034 7 1+44.48 SDLN-6 25.09 0.0749 250.00 D3034 8 1+12.07 SDLN-6 23.36 0.1323 250.12 D3034 9 1+15.07 SDLN-6 10.85 0.1999 249.30 D3034 10 1+52.39 SDLN-6 7.84 0.3208 250.90 D3034 11 1+83.96 SDLN-6 10.20 0.2537 252.04 D3034 12 2+16.10 SDLN-6 11.40 0.2328 253.19 D3034 13 2+50.87 SDLN-6 11.37 0.2386 254.42 D3034 14 2+83.51 SDLN-6 10.44 0.2675 255.60 D3034 15 3+31.49 SDLN-6 9.03 0.2885 257.03 D3034 16 3+64.33 SDLN-6 8.06 0.2417 257.48 D3034 INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL 4" PVC STORM SEWER LATERAL PER CWS DWG NO. 520. SEE TABLE, THIS SHEET, FOR LATERAL INFORMATION. INSTALL PRIVATE LYNCH STYLE AREA DRAIN PER DETAIL ON SHEET DTL5. SEE TABLE THIS SHEET FOR AREA DRAIN INFORMATION. STORM NOTES: 1 2 6 SDLN-15 SEE SHEET 20.2 248.47 0.0863 254.6 0.0890 253.3 0.0925 252.2 0.1012 251.1 0.0639 249.0 0.0539 247.9 0.0813 247.3 0.1802 249.4 0.1756 250.9 0.2134 252.7 0.2206 254.1 0.1948 254.8 0.0978 255.4 0.1479 257.0 23.6 23.1 23.2 23.1 1+41.0 25.4 28.8 10.6 8.9 10.8 11.9 12.4 11.2 10.1 3+63.5 9.6 0.3140 SD S D S D S D SS SS S S S S 3 + 0 0 6 8 4 5 7 SDMH 12D SDHW 13A S D S D S S S S 2 ( T Y P ) W 1+ 0 0 2+ 0 0 3+00 4+00 S D S D S D S D S D S D SD S S S S S S S S S S S S 2 + 0 0 S D L N - 6 SDMH 15A SDMH 15B SDMH 15C 11 1 20.00' EASEMENTSDMH 12C 1 SDMH 1A SDLN-15 SD W W #06D011 #06D010 #06D009 #06D006 205 210 220 230 240 250 260 205 210 220 230 240 250 260 0+75 1+00 2+00 3+00 4+00 4+75 SD M H 1 5 C ST A = 3 + 9 6 . 6 8 ( S D L N - 1 5 ) 12 " I E I N = 2 3 4 . 3 8 ( N E ) 12 " I E O U T = 2 3 4 . 1 8 ( W ) RI M = 2 4 1 . 5 5 SD M H 1 5 B ST A = 2 + 4 0 . 8 5 ( S D L N - 1 5 ) 12 " I E I N = 2 3 3 . 4 0 ( E ) 12 " I E O U T = 2 3 3 . 2 0 ( N W ) RI M = 2 3 8 . 0 0 SD M H 1 5 A ST A = 2 + 0 1 . 0 5 ( S D L N - 1 5 ) 12 " I E I N = 2 3 3 . 0 0 ( S E ) 12 " I E O U T = 2 3 2 . 8 0 ( N W ) RI M = 2 3 8 . 0 0 SD M H 1 A ST A = 1 + 0 0 . 0 0 ( S D L N - 1 5 ) 12 " I E I N = 2 3 2 . 3 0 ( S E ) 10 " I E I N = 2 3 5 . 2 0 ( S W ) 24 " I E I N = 2 3 2 . 3 0 ( N ) 10 " I E I N = 2 3 6 . 2 0 ( S E ) 24 " I E O U T = 2 3 2 . 2 0 ( S W ) RI M = 2 4 3 . 4 9 155.83 LF 12" (PVC) @ S=0.005039.80 LF 12" (PVC) @ S=0.0050101.05 LF 12" (PVC) @ S=0.0050 EXISTING GROUND @ PIPE CENTERLINEFINISH GRADE @ PIPE CENTERLINE CLASS 'A' NATIVE BACKFILL & BEDDING 123.49 L F 1 2 " ( P V C ) @ S=0.0 7 1 2 CLASS 'B' GRANULAR BACKFILL & BEDDINGCLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING #0 6 D 0 0 6 #0 6 D 0 0 9 #0 6 D 0 1 0 #0 6 D 0 1 1 23 2 . 1 1 23 5 . 9 7 23 1 . 9 4 23 2 . 0 7 0.0075 23 2 . 5 8 23 2 . 6 1 23 7 . 5 5 23 3 . 1 0 23 7 . 2 4 23 2 . 8 6 23 4 . 1 2 24 1 . 8 2 23 3 . 9 7 0.0058 0.0672 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 0 ) S T - C A L A B A S H . d w g - S H E E T : 20 . 2 Ap r . 1 8 , 1 7 - 10 : 1 5 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 20.2 SDLN-15 STREET & STORM PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SDLN-15 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SDLN-15 - PLAN SCALE: 1" = 40' LEGEND: SIDEWALK BUILT BY DEVELOPMENT SIDEWALK BUILT BY HOME BUILDER GENERAL NOTES: 1.CONSTRUCT SW CALABASH TER PER TYPICAL STREET SECTION G3 & G4, 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. CA L A B A S H T E R S E E S H E E T 2 0 . 1 INSTALL STORM MANHOLE PER CWS DWG NO. 010. STORM NOTES: 1 SABRINA AVE SEE SHEET 9.2 SABRINA AVE SEE SHEET 9.2 SW S A B R I N A A V E N U E SW HOLLY RIDGE L A N E S D SD SD S D SD SD SD S D S D SS SS SS S S S S S S SS SS SS 17 + 0 0 18 + 0 0 19 + 0 0 SD 1+00 2 + 0 0 3 + 0 0 3 + 7 3 1 + 0 0 2 + 0 0 1+00 1+80 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 230 229 231 232 233 234 2 4 5 2 5 0 2 4 2 2 4 3 2 4 4 2 4 6 2 4 7 2 4 8 2 4 9 2 5 1 2 5 2 2 5 3 2 4 0 2 3 6 2 3 7 2 3 8 2 3 9 2 4 1 2 4 2 235234 236237238 233 23 4233 24 5 24 1 24 2 24 3 24 4 24 6 24 7 SDLN - 1 1 SDLN - 1 3 SD L N - 1 2 SD L N - 1 2 20 21 TRACT T A A STA:1+15.38 STA:1+45.38 STA:1+75.38 STA:2+05.38 STA:2+35.38 STA:2+65.38 2 3 5 23 3 23 4 2 3 0 2 2 9 23 1 2 3 2 8 10 - 1 5 % -10 % INSTALL 12' WIDE WEIR TW=230.95 STA 2+75.45, 6.5' L OC CORE BASE OF WALL AND DAYLIGHT PERF. PIPE S D S D S D S D S D S D S S S S S S 23 0 23 5 24 0 23 1 23 2 23 3 23 4 23 6 23 7 23 8 23 9 241 SD 16 10% 10%FG=237.00 FG=237.00 FG=238.00 FG=238.00 10 220 230 240 250 220 230 240 250 0+251+002+003+003+25 170' CLASS 50 RIP-RAP OUTFALL PROTECTION (12.00' WIDE x 5.00' LONG x 1.5' THICK) SWALE OUTFALL TO POND END OF SWALE ELEV=230.95 PER DETAIL, THIS SHEET. 12" OUTFALL TO SWALE MITRE AND ARMOR OUTFALL PER DETAIL, SHEET DTL5. OUTFALL ELEV=231.80' CONSTRUCT CHECK DAM PER DETAIL, THIS SHEET. FINISH GRADE EXISTING GROUND ELEV:231.80 ELEV:231.65 ELEV:231.50 ELEV:231.35 ELEV:231.20 ELEV:231.09 SWALE WALL STRUCTURE Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 1 ) W Q F A C I L I T Y . d w g - S H E E T : 21 . 1 Ap r . 1 8 , 1 7 - 10 : 1 6 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 21.1 SWALE A-A & B-B PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SWALE A-A & B-B - PLAN SCALE: 1" = 40' NOTES: 1.SWALE LENGTH TO BE 170 FT 2.SWALE SLOPE TO BE 0.5% 3.INSTALL 6 CONCRETE FLOW SPREADERS SPACED AT 30 FT PER DETAIL, THIS SHEET 4.REFER TO STRUCTURAL PLANS FOR WATER QUALITY SWALE RETAINING STRUCTURE DESIGN PROVIDE HIGH DENSITY JUTE MAT (COCONUT FIBER OR GEOJUTE PLUS) WITHIN TREATMENT AREA 1 3 MAX WQ FLOW WIDTH = 12.00' WQ-STORM ELEVATION 1.00' MIN TREATMENT DEPTH: 0.50' (TYPICAL CROSS SECTION) WATER QUALITY SWALE 6" FINISHED GRADE FINISHED GRADE 1" CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SWALE MEDIA SECTION CHECK DAM DETAIL N.T.S. 12" MIN. CAST IN PLACE WALL HEIGHT VARIES BETWEEN 3' TO 6' PER GRADING PLAN SABRINA AVE SEE SHEET 9.2 SABRINA AVE SEE SHEET 9.1 HO L L Y R I D G E L N SE E S H E E T 1 3 SWALE A-A - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 30" MIN AMENDED TOP SOIL MIX, SEEDED AND PLANTED PER LANDSCAPE PLANS 3.00' 3.00' 4" D3034 PERFORATED PIPE WITH DRAIN ROCK AND GEOTEXTILE FABRIC SWALE OUTFALL DETAIL N.T.S. ELEV.=230.95 12.00' WIDE NOTCH IN WALL TOP OF SWALE WALL CORE BASE OF WALL AND DAYLIGHT PERFORATED DRAIN PIPE 1.00' MIN REFER TO STRUCTURAL PLANS FOR REINFORCEMENT DESIGN, TYP. 229.00' BOTTOM OF POND 233.00' TOP OF WALL 1.00' MIN 230.00' ELEV. INSTALL RIP-RAP HEADWALL PER DETAIL, SHEET DTL5. PROVIDE CLASS 50 RIP-RAP OUTLET PROTECTION PER CWS DWG NO. 820. (10.00' LONG x 5.00' WIDE x 1.5' THICK) CONSTRUCT 12' MIN. WIDE PAVED ACCESS ROAD. 3" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8" AGGREGATE BASE (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. 10' WIDE OVERFLOW WITH 10' WIDE WINGS. CONSTRUCTED WITH CLASS 100 RIRAP OVER 8 OZ NONWOVEN GEOTEXTILE FABRIC. INSTALL 3/4"-0 LEVELING COURSE WHEN INSTALLING WOOD CHIP TRAIL ACROSS THE LIMITS OF THE OVERFLOW. STORM NOTES: 8 10 16 SD SW S A B R I N A A V E N U E SW HOLLY RIDGE L A N E S W C A L A B A S H T E R R A C E S D SD SD S D SD SD SD SD SD SD SD S D S D SS SS SS S S S S S S S S S S S S SS SS SS SS SS 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 SD S D S D S D S S S S S S S S 1+00 2 + 0 0 3 + 0 0 3 + 7 3 1 + 0 0 2 + 0 0 3+ 0 0 3+ 3 8 1+00 1+80 2 3 0 2 3 5 2 4 0 2 4 5 2 5 0 2 5 5 230 235 229 231 232 233 234 236237238 2 4 5 2 5 0 2 4 2 2 4 3 2 4 4 2 4 6 2 4 7 2 4 8 2 4 9 2 5 1 2 5 2 2 5 3 2 4 0 2 3 6 2 3 7 2 3 8 2 3 9 2 4 1 2 4 2 235234 236237238 233 23 4233 24 5 24 1 24 2 24 3 24 4 24 6 24 7 SDLN - 1 1 SDLN- 1 3 SD L N - 1 2 SDSP 12A SDMH 12B SDMH 12C 7A 1 SDMH 12D 1A 1 SD L N - 1 2 6 7 1 2 3 4 5 19 20 21 15 16 8 TRACT T 23 5 2 3 3 2 3 4 2 3 0 2 2 9 23 1 23 2 11 SDCB 12D.1 SDCB 12D.2 SDTV 10 10 - 1 5 % -10 % INSTALL 12' WIDE WEIR TW=230.95 STA 2+75.45, 6.5' L OC CORE BASE OF WALL AND DAYLIGHT PERF. PIPE 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 23 0 23 5 24 0 23 1 23 2 23 3 23 4 23 6 23 7 23 8 23 9 241 SD 1 SDMH 13A SDSP 13A 7B SDMH 1A 1 #06D204 #06D006 #06D204 #06D001 #06D203FM #06D004 #06D005F SDSP 12A 1+00.00, 0.00' (SDLN-12) TOP = 237.00 24" IE OUT = 229.00 54.80 LF (D.I.) @S=0.0000 SDSP 13A 1+00.00, 0.00' (SDLN-13) TOP = 232.72 24" IE OUT = 229.00 52.23 LF (ASTM F679) @S=0.0057 195 200 210 220 230 240 195 200 210 220 230 240 0+751+002+003+004+00 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SD M H 1 A ST A = 1 8 + 3 4 . 7 4 , 6 . 0 0 ' R (S A B R I N A ) 12 " I E I N = 2 3 2 . 3 0 ( S E ) 10 " I E I N = 2 3 5 . 2 0 ( S W ) 24 " I E I N = 2 3 2 . 3 0 ( N ) 10 " I E I N = 2 3 6 . 2 0 ( S E ) 24 " I E O U T = 2 3 2 . 2 0 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 1 ) RI M = 2 4 3 . 4 9 52.26 LF 24" (ASTM F679) @ S=0.0023 37.97 LF 12" (ASTM D3034) @ S=0.0247 12" OUTFALL TO SWALE MITRE AND ARMOR OUTFALL PER DETAIL, SHEET 5. OUTFALL ELEV. = 231.80' STA=2+02.50 (SDLN-11) OUTFALL TO WETLAND END OF SWALE ELEV=230.95' STA=3+79.82 (SDLN-11) REFER TO SWALE OUTFALL PER DETAIL ON SHEET 21.1 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 1 ST A = 1 + 5 6 . 2 3 ( S D L N - 1 1 ) RI M = 2 4 0 . 0 0 24 " I E I N 2 3 2 . 0 ( N E ) 12 " I E O U T 2 3 2 . 0 ( N W ) 24 " I E O U T 2 3 3 . 0 ( S W ) 170.00' #0 6 D 0 0 6 DI 195 200 210 220 230 240 195 200 210 220 230 240 0+75 1+00 2+00 3+00 4+00 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SD S P 1 2 A ST A = 1 8 + 0 9 . 5 2 , 8 1 . 4 9 ' R (S A B R I N A ) 24 " I E O U T = 2 2 9 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 2 ) TO P = 2 3 7 . 0 0 SD M H 1 2 B ST A = 1 8 + 6 3 . 6 2 , 7 2 . 2 4 ' R (S A B R I N A ) 24 " I E I N = 2 2 9 . 0 0 ( N ) 24 " I E I N = 2 3 2 . 0 0 ( N E ) 24 " I E O U T = 2 2 8 . 8 0 ( S E ) ST A = 1 + 5 4 . 8 0 ( S D L N - 1 2 ) RI M = 2 3 9 . 3 7 SD M H 1 2 C - F L O W C O N T R O L S T U C T U R E ST A = 1 9 + 0 9 . 9 3 , 1 . 2 0 ' R (S A B R I N A ) 24 " I E I N = 2 2 8 . 5 0 ( N E ) 24 " I E I N = 2 2 8 . 5 0 ( N W ) 24 " I E O U T = 2 2 8 . 5 0 ( S ) ST A = 2 + 3 7 . 3 2 ( S D L N - 1 2 ) RI M = 2 4 0 . 7 8 SD M H 1 2 D ST A = 1 9 + 9 9 . 0 3 , 1 . 4 9 ' R (S A B R I N A ) 24 " I E I N = 2 2 2 . 2 8 ( N ) 10 " I E I N = 2 3 4 . 0 1 ( W ) 10 " I E I N = 2 3 4 . 0 1 ( S E ) 24 " I E O U T = 2 2 2 . 0 8 ( S ) ST A = 3 + 2 6 . 1 7 ( S D L N - 1 2 ) RI M = 2 3 9 . 4 0 54.80 LF 24" (D.I.) @ S=0.0000 88.85 L F 2 4 " ( A S T M F 6 7 9 ) @ S=0 . 0 7 0 0 82.52 LF 24" (ASTM F679) @ S=0.0036 #0 6 D 0 0 5 F #0 6 D 0 0 4 #0 6 D 2 0 3 F M #0 6 D 0 0 1 22 2 . 1 1 23 2 . 5 6 23 2 . 7 0 22 2 . 0 3 0.07 1 9 23 1 . 6 7 195 200 210 220 230 240 250 195 200 210 220 230 240 250 0+501+002+00 27.74 LF 24" ASTM F679 @ 0.0065 SD S P 1 3 A ST A = 1 8 + 7 2 . 7 8 , 6 8 . 0 0 ' L (S A B R I N A ) 24 " I E O U T = 2 2 9 . 0 0 ( S W ) ST A = 1 + 0 0 . 0 0 ( S D L N - 1 3 ) TO P = 2 3 2 . 7 2 SD M H 1 2 C - F L O W C O N T R O L S T U R C T U R E ST A = 1 9 + 0 9 . 9 3 , 1 . 2 0 ' R (S A B R I N A ) 24 " I E I N = 2 2 8 . 5 0 ( N E ) 24 " I E I N = 2 2 8 . 5 0 ( N W ) 24 " I E O U T = 2 2 8 . 5 0 ( S ) ST A = 1 + 7 9 . 9 7 ( S D L N - 1 3 ) RI M = 2 4 0 . 7 8 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SECTION OF PIPE SHALL BE C900 STA: 1+08.58 TO SDSP 13A 52.23 LF 24" (ASTM F679) @ S=0.0057 SD M H 1 3 A ST A = 1 8 + 9 4 . 8 5 , 2 1 . 8 3 ' L (S A B R I N A ) 24 " I E I N = 2 2 8 . 7 0 ( N E ) 24 " I E O U T = 2 2 8 . 6 8 ( S W ) ST A = 1 + 5 2 . 2 3 ( S D L N - 1 3 ) RI M = 2 4 1 . 4 5 #0 6 D 2 0 3 F M #0 6 D 2 0 4 #0 6 D 2 0 4 N 24 0 . 5 9 0.0043 22 8 . 5 7 DI DI Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 1 ) W Q F A C I L I T Y . d w g - S H E E T : 21 . 2 Ap r . 1 8 , 1 7 - 10 : 1 6 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 21.2 WATER QUALITY FACILITY AND OUTFALL TO CREEK PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 WATER QUALITY FACILITY - PLAN SCALE: 1" = 40' STANDPIPE DATA: 7A SABRINA AVE SEE SHEET 9.2 SABRINA AVE SEE SHEET 9.1 HO L L Y R I D G E L N SE E S H E E T 1 3 CA L A B A S H T E R SE E S H E E T 2 0 GENERAL NOTES: 1.ITALIC STATION LABELS INDICATE PIPE STATIONING. 2.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. SDLN-11 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10'SDLN-12 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SDLN-13 - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 7B INSTALL STORM MANHOLE PER CWS DWG NO. 010. INSTALL FLOW CONTROL STRUCTURE PER CWS DWG NO. 270 AND NOTCH WEIR WALL PER WEIR PLATE DETAIL, SHEET DTL5. INLET PIPES ARE NOT RADIAL TO MANHOLE. USE OVERSIZE CORE HOLES PER DETAIL ON SHEET DTL5 INSTALL 30" STANDPIPE PER DETAIL SHEET DTL 6 CONSTRUCT 12' MIN. WIDE PAVED ACCESS ROAD. 3" LEVEL 2, 1/2 DENSE GRADED HMAC OVER 8" AGGREGATE BASE (2" OF 3/4"-0 LEVELING COURSE OVER 6" OF 1-1/2"-0 BASE COURSE). SUBGRADE COMPACTED TO 95% AASHTO T-99. CROSS-SLOPE 3% MAX. INSTALL PRIMARY TREATMENT VAULT PER DETAIL, SHEET DTL9 STORM NOTES: 1A 10 1 11 7 #06D004N #06D204N B F SW SABRINA AVENUE S W S A B R I N A A V E N U E 7+00 8+00 9+00 10+00 11+ 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 18+ 0 0 19+0 0 8+ 0 0 S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S D S D S D SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD 91 92 82 83 79 80 81 68 67 66 65 64 908988868587 63 62 61 31 32 33 84 SSMH SSMH D2 SSMH F1 SSMH B7 SSMH B6 SSMH D1 C2 SSMH B9 SSMH B5 SSMH J1 SSMH B10 SS 2+681+00 2+00 2 (TYP) 1 (TYP) SSLN-J SSL N - B S S L N - B 6 R=317.00 R=317.00 4 3 17 5 5 1 1 1 1 1 1 1 1 W W W W W W W W W W W W W W W 18 SD SD 6.00' PUE 6.00' PUE 5 + 0 0 6 + 0 0 7 + 0 0 8+00 9+0 0 1 0 + 0 0 1 1 + 0 0 1 1 + 4 5 W W 32+0 0 33+00 34 + 0 0 SSMH B8 SSMH C2 12 W TRACT X TRACT W 4 1C 4 SD #SS06D013 #SS06D014 #SS06D005 #SS06D006 #SS06D007 #SS06D027 #SS06D028 #SS06D029 215 220 230 240 250 260 270 280 215 220 230 240 250 260 270 280 6+75 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE 168.00 LF 8" (PVC) @ S=0.0036 92.38 LF 8" (PVC) @ S=0.0050 101.44 LF 8" (PVC) @ S=0.0069 76.19 LF 8" (PVC) @ S=0.0050 73.51 LF 8" (PVC) @ S=0.0044 CLASS 'B' GRANULAR BACKFILL & BEDDING 76.22 LF 8" (PVC) @ S=0.0050 8" DI WATER 18" D.I. WATER 3.00' MIN COVER SS M H C 2 ST A = 7 + 0 6 . 6 7 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 8 . 6 5 ( N ) 8" I E I N = 2 4 8 . 6 5 ( E ) 8" I E O U T = 2 4 8 . 4 5 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - J ) RI M = 2 5 7 . 4 5 SS M H J 1 ST A = 8 + 7 4 . 6 7 , 7 . 0 0 ' L (S A B R I N A ) 4" I E I N = 2 4 9 . 4 5 ( N ) 8" I E O U T = 2 4 9 . 2 5 ( W ) ST A = 2 + 6 8 . 0 0 ( S S L N - J ) RI M = 2 5 7 . 6 2 SS M H B 5 ST A = 9 + 4 9 . 6 7 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 6 . 4 5 ( E ) 4" I E I N = 2 4 6 . 4 5 ( N W ) 8" I E O U T = 2 4 6 . 2 5 ( S ) ST A = 7 + 2 5 . 3 6 ( S S L N - B ) RI M = 2 5 8 . 7 8 SS M H B 6 ST A = 1 0 + 4 0 . 8 3 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 7 . 1 2 ( E ) 8" I E O U T = 2 4 6 . 9 2 ( W ) ST A = 8 + 1 7 . 7 4 ( S S L N - B ) RI M = 2 6 0 . 1 9 SS M H B 7 ST A = 1 1 + 4 0 . 5 4 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 9 . 8 1 ( S E ) 8" I E I N = 2 4 9 . 8 1 ( N E ) 8" I E O U T = 2 4 7 . 8 2 ( W ) ST A = 9 + 1 9 . 1 8 ( S S L N - B ) RI M = 2 6 1 . 3 5 SS M H B 8 ST A = 1 2 + 1 5 . 3 3 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 5 0 . 3 9 ( S E ) 8" I E O U T = 2 5 0 . 1 9 ( N W ) ST A = 9 + 9 5 . 3 9 ( S S L N - B ) RI M = 2 6 1 . 1 3 SS M H B 9 ST A = 1 2 + 9 0 . 0 9 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 5 1 . 0 1 ( S E ) 8" I E O U T = 2 5 0 . 7 7 ( N W ) ST A = 1 0 + 7 1 . 5 8 ( S S L N - B ) RI M = 2 6 0 . 3 8 SS M H B 1 0 ST A = 1 3 + 6 2 . 2 1 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 5 1 . 5 3 ( N E ) 8" I E O U T = 2 5 1 . 3 3 ( N W ) ST A = 1 1 + 4 5 . 0 9 ( S S L N - B ) RI M = 2 5 9 . 7 0 18 I N T E E 0. 0 ° V E R T . D E F L . IE = 2 5 4 . 1 6 13 + 8 3 . 6 4 , 1 2 . 0 0 ' R (S A B R I N A ) 31 + 8 4 . 1 9 ( W A T E R L I N E ) S = 1.6% #S S 0 6 D 0 1 3 #S S 0 6 D 0 1 4 #S S 0 6 D 0 0 5 #S S 0 6 D 0 0 6 #S S 0 6 D 0 0 7 #S S 0 6 D 0 2 7 #S S 0 6 D 0 2 8 #S S 0 6 D 0 2 9 24 7 . 8 5 24 7 . 7 5 24 7 . 5 8 0.0089 24 6 . 0 8 24 6 . 0 5 24 5 . 8 0 0.0042 24 6 . 6 9 24 6 . 4 7 0.0067 26 1 . 4 7 25 2 . 3 0 24 9 . 4 7 24 7 . 3 7 24 9 . 8 9 25 0 . 0 7 0.0069 25 0 . 6 0 25 0 . 7 7 0.0076 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 2 ) S S - S A B R I N A . d w g - S H E E T : 22 . 1 Ap r . 1 8 , 1 7 - 10 : 1 7 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 22.1 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SABRINA AVE - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 22.2 A U B E R G I N E T E R S E E S H E E T 3 0 . 1 A P P L E G R O V E T E R S E E S H E E T 2 9 PUMPKIN VALLEY TER SEE SHEET 28 SATSUMA AVE SEE SHEET 27.2 SATSUMA AVE SEE SHEET 27.1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 84 1+54.16 SSLN-J 28.00 0.0574 250.45 85 2+08.50 SSLN-J 28.00 0.0819 251.33 86 2+31.66 SSLN-J 28.00 0.1004 251.93 87 2+68.00 SSLN-J 28.00 0.1289 252.86 88 SSMH B5 32.98 0.2394 254.35 89 7+55.83 SSLN-B 30.28 0.2919 255.61 90 7+85.97 SSLN-B 30.59 0.3118 256.46 91 8+37.34 SSLN-B 30.52 0.2445 254.88 92 8+71.91 SSLN-B 31.83 0.2426 255.38 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 1" WATER METER FOR IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 9+78.25, 21.00' RT. (SABRINA) INSTALL 8" MJ GATE VALVE STA: 7+02.67, 12.00' RT. (SABRINA) STA: 7+51.67, 12.00' RT. (SABRINA) STA: 11+10.53, 12.00' RT. (SABRINA) STA: 13+29.93, 12.00' RT. (SABRINA) INSTALL 8" MJ TEE STA: 9+33.67, 12.00' RT. (SABRINA) STA: 11+51.13, 12.00' RT. (SABRINA) INSTALL 8" MJ CROSS STA: 7+20.67, 12.00' RT. (SABRINA) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 7+02.67, 12.00' RT. (SABRINA) INSTALL 18" - 11.25° MJ BEND STA: 13+83.64, 4.94' LT. (SABRINA) INSTALL 18" MJ TEE W/ 18" X 8" REDUCER (NORTH) STA: 13+83.6, 12.00' RT. (SABRINA) 3 4 1 5 6 17 18 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ALL JOINTS ON 18" WATER TRANSMISSION LINE ARE TO BE RESTRAINED. 12 1C 1+66.5 27.8 0.1229 251.9 28.2 0.0877 28.5 0.1016 33.7 0.2083 253.1 7+54.5 30.5 0.1999 252.5 SSMH J1 28.4 29.3 29.5 30.58+71.0 7+20.67 S D S D 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 2 + 0 0 S S S S S S S S S S S S S S S D S D SD SD SD SD SD SD SD S D S D S S S S S S S S S S S S S S S S S S 21 22 23 TRACT T TRACT W SW SABRINA AVENUE 30 SSMH K2 SSMH K1 SSMH E1 SSMH A3 SSMH A4 SSMH A7 SSMH A5 SSMH A6 SSMH A8 SD SSLN-K SSLN-A 2 (TYP) 1 (TYP)6.00' PUE 1318 16 1 1 3A 1 1 1 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+77 W W EXISTING SW SABRINA AVENUE REFER TO SHT. 7 FOR WETLAND CROSSING 12 16 W W W W W W W W W 25+00 26+00 27+00 28+0029+0030+00 31+00 19 1717 17 23 S D S D SD SD SD SD SD SD S S SS SS SS SS SS SS 0+001+00 2+00 2+28 SD SD SD SD SD S D S D SD SD CL STA: 20+71.33 (SABRINA) END CONSTRUCTION ROAD AND UTILITY IMPROVEMENTS SOUTH OF THIS POINT UNDER SEPARATE PERMIT W W W 30.00' EASEMENT SSMH G5 SSMH G6 S D W W #SS06D040 #SS06D039 #SS06D038 #SS06D046 #SS06D057 #SS06D058 #SS06D059 #SS06D069 205 210 220 230 240 250 260 270 280 205 210 220 230 240 250 260 270 280 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 108.65 LF 8" (PVC) @ S=0.0230 119.53 LF 8 " ( P V C ) @ S=0.0364 164.85 LF 12" (PVC) @ S=0.0030 61.38 LF 12" (PVC) @ S=0.0031 133.84 LF 12" (PVC C900) @ S=0.0031 89.46 LF 12" (PVC) @ S=0.0032 SS M H A 8 ST A = 2 3 + 3 9 . 4 8 , 7 . 0 0 ' R (S A B R I N A ) 12 " I E O U T = 2 3 6 . 1 7 ( N ) ST A = 1 1 + 7 7 . 0 9 ( S S L N - A ) RI M = 2 5 3 . 4 4 SS M H A 7 ST A = 2 1 + 5 4 . 0 8 , 7 . 8 2 ' R (S A B R I N A ) 12 " I E I N = 2 3 5 . 5 8 ( S ) 12 " I E O U T = 2 3 5 . 3 8 ( N ) ST A = 9 + 8 8 . 7 8 ( S S L N - A ) RI M = 2 4 1 . 0 9 186.00 LF 12" (PVC) @ S=0.0032 CLASS 'B' GRANULAR BACKFILL & BEDDING 18" DI W A T E R 3.00' MIN COVER ROADWAY AND UTILITIES CONSTRUCTED UNDER SEPARATE PERMIT SS M H K 2 ST A = 1 4 + 8 1 . 1 4 , 3 . 8 2 ' L (S A B R I N A ) 8" I E O U T = 2 5 1 . 0 0 ( S ) ST A = 3 + 3 4 . 7 6 ( S S L N - A ) RI M = 2 5 7 . 3 8 SS M H K 1 ST A = 1 5 + 8 8 . 4 6 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 8 . 5 0 ( N ) 4" I E I N = 2 4 8 . 5 0 ( E ) 8" I E O U T = 2 4 8 . 3 0 ( S ) ST A = 4 + 3 7 . 7 0 ( S S L N - A ) RI M = 2 5 5 . 0 1 SS M H A 3 ST A = 1 7 + 0 7 . 9 9 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 3 . 9 4 ( N ) 12 " I E I N = 2 3 3 . 3 8 ( S ) 8" I E I N = 2 3 5 . 1 7 ( E ) 12 " I E O U T = 2 3 3 . 1 8 ( N W ) ST A = 5 + 4 1 . 5 7 ( S S L N - A ) RI M = 2 5 0 . 6 1 SS M H A 4 ST A = 1 8 + 7 2 . 6 8 , 7 . 0 0 ' L (S A B R I N A ) 10 " I E I N = 2 3 4 . 0 8 ( S E ) 12 " I E I N = 2 3 4 . 0 8 ( S ) 12 " I E O U T = 2 3 3 . 8 8 ( N ) ST A = 7 + 0 6 . 4 2 ( S S L N - A ) RI M = 2 4 1 . 7 1 SS M H A 5 ST A = 1 9 + 3 3 . 1 0 , 7 . 0 0 ' L (S A B R I N A ) 12 " I E I N = 2 3 4 . 4 7 ( S ) 12 " I E O U T = 2 3 4 . 2 7 ( N ) ST A = 7 + 6 7 . 8 0 ( S S L N - A ) RI M = 2 4 0 . 1 7 SS M H A 6 ST A = 2 0 + 6 6 . 4 1 , 7 . 0 0 ' L (S A B R I N A ) 12 " I E I N = 2 3 5 . 0 9 ( S ) 12 " I E O U T = 2 3 4 . 8 9 ( N ) ST A = 9 + 0 1 . 6 4 ( S S L N - A ) RI M = 2 3 9 . 9 8 22 . 5 0 ° B E N D 0. 1 ° V E R T . D E F L . IE = 2 3 7 . 6 6 18 + 5 6 . 0 3 , 7 . 0 0 ' R ( S A B R I N A ) 27 + 1 4 . 9 4 ( W A T E R L I N E ) S = 4.8% 22 . 5 0 ° B E N D 0. 4 ° V E R T . D E F L . IE = 2 3 8 . 2 8 18 + 4 3 . 9 6 , 1 2 . 0 0 ' R ( S A B R I N A ) 27 + 2 8 . 0 0 ( W A T E R L I N E ) S = 5.5 % 18 I N X 8 I N T E E 0. 1 ° V E R T . D E F L . IE = 2 4 4 . 9 3 17 + 2 3 . 0 5 , 1 2 . 0 0 ' R ( S A B R I N A ) 28 + 4 8 . 9 2 ( W A T E R L I N E ) S = 5.0%S = 2.6% 11 . 2 5 ° B E N D IE = 2 5 0 . 9 3 15 + 6 2 . 8 9 , 1 1 . 0 4 ' R ( S A B R I N A ) 30 + 0 8 . 1 9 ( W A T E R L I N E ) S = 2.3% 11 . 2 5 ° B E N D 0. 4 ° V E R T . D E F L . IE = 2 5 2 . 3 9 14 + 9 5 . 9 5 , 1 1 . 1 2 ' R ' ( S A B R I N A ) 30 + 7 2 . 7 7 ( W A T E R L I N E ) 11 . 2 5 ° B E N D 1. 4 ° V E R T . D E F L . IE = 2 3 5 . 4 4 19 + 0 0 . 1 8 , 5 . 3 7 ' R ( S A B R I N A ) 26 + 7 1 . 3 1 ( W A T E R L I N E ) 1. 9 ° V E R T . D E F L . IE = 2 4 4 . 9 3 29 + 1 6 . 3 4 ( W A T E R L I N E ) 16 + 5 5 . 6 2 , 1 2 . 0 0 ' ( S A B R I N A ) S = 0.3% 1. 3 ° V E R T . D E F L . IE = 2 3 4 . 9 3 26 + 5 0 . 7 4 ( W A T E R L I N E ) 19 + 2 0 . 9 8 , 7 . 3 7 ' ( S A B R I N A ) S = 1.6% S = 2.4% #S S 0 6 D 0 4 0 #S S 0 6 D 0 3 9 #S S 0 6 D 0 3 8 #S S 0 6 D 0 4 6 #S S 0 6 D 0 5 7 #S S 0 6 D 0 5 8 #S S 0 6 D 0 5 9 #S S 0 6 D 0 6 9 SS L N - K 2+ 2 8 . 1 8 SS L N - K 1+ 1 9 . 5 3 25 0 . 7 4 24 8 . 3 5 24 9 . 2 8 24 8 . 1 3 0.0220 0.0791 23 8 . 6 8 23 5 . 3 6 23 9 . 9 8 23 4 . 7 1 23 4 . 6 1 23 4 . 9 8 0.00300.0022 23 4 . 3 1 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 2 ) S S - S A B R I N A . d w g - S H E E T : 22 . 2 Ap r . 1 8 , 1 7 - 10 : 1 7 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 22.2 SW SABRINA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW SABRINA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SABRINA AVE - PLAN SCALE: 1" = 40' SA B R I N A A V E SE E S H E E T 2 2 . 1 HOLLY RIDGE LN SEE SHEET 26 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 22 SSMH A3 28.00 0.5842 249.26 23 4+52.12 SSLN-A 33.78 0.5381 250.57 30 3+98.67 SSLN-A 32.34 0.5978 251.15 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. INSTALL 48" SANITARY INSIDE DROP MANHOLE WITH BOWL PER CWS DWG NO. 090. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 13+16.83, 7.00' LT. (SABRINA) INSTALL 18" MJ BUTTERFLY VALVE STA: 17+54.30, 12.00' RT. (SABRINA) INSTALL 18" X 8" MJ TEE STA: 17+23.05, 12.00' RT. (SABRINA) INSTALL 18" - 22.5° MJ BEND STA: 18+43.96, 12.00' RT. (SABRINA) 22.5° HORIZ. DEFL. STA: 18+56.03, 7.00' LT. (SABRINA) 22.5° HORIZ. DEFL. INSTALL 18" - 11.25° MJ BEND STA: 14+95.95, 11.12' RT. (SABRINA) 10.2° HORIZ. DEFL. STA: 15+62.89, 11.04' RT. (SABRINA) 10.3° HORIZ. DEFL. STA: 19+00.18, 5.37' RT. (SABRINA) 12.1° HORIZ. DEFL. INSTALL 18" MJ TEE W/ 18" X 8" REDUCER (NORTH) STA: 17+23.05, 12.00' RT. (SABRINA) INSTALL 6" BLOWOFF PER DETAIL NO. 571 STA: 13+16.83, 7.00' LT. (SABRINA) INSTALL 4" PVC SLEEVE FOR POND IRRIGATION PIPE. CROSS UNDER WATERLINE PLACE LOCATOR TAPE 1' ABOVE SLEEVE AND TERMINATE TAPE IN IRRIGATION BOXES AT EITHER END. 13 1 14 16 18 19 12 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ALL JOINTS ON 18" WATER TRANSMISSION LINE ARE TO BE RESTRAINED. 17 23 3A 1+66.5 SSLN-K K1 2+20.0 SSLN-K S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S 10+00 11+00 12+00 13+00 14+00 15+001+ 0 0 2+ 0 0 138 137 136 135 134 133 132 131 144 151 145 146 139 147 140 148 141 TRACT BB142 149 143 150 TRACT AA SSMH C8 SSMH C7 SSMH C5 SSMH C6 1 2 + 0 0 13+00 14+00 15+00 16+00 17+00 18+0018+07 6.00' PUE 6.00' PUE 6.00' PUE 2 (TYP)2 (TYP) SSLN-C SSLN-C 6 4 1 (TYP) 1 (TYP) 542 (TYP) 3 19A1 (TYP) 12 11 1 1 SW FOREST HOLLOW STREET W W W W W W W W W W W W R=434.00 R=966.00 1C F M F M F M F M 21 #SS06D023 #SS06D024 #SS06D025 #SS06D026 265 270 280 290 300 310 320 330 340 265 270 280 290 300 310 320 330 340 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 52.97 LF 8" PVC (PVC) @ S=0.0174 173.04 LF 8" (PVC) @ S=0.0175 318.60 LF 8" (PVC) @ S=0.0258 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATER 3.00' MIN COVER SS M H C 5 ST A = 9 + 9 8 . 0 0 , 7 . 0 0 ' L (F O R E S T H O L L O W ) 8" I E I N = 2 9 2 . 0 0 ( E ) 8" I E O U T = 2 9 1 . 8 0 ( S ) ST A = 1 2 + 6 2 . 3 4 ( S S L N - C ) RI M = 3 0 2 . 7 8 SS M H C 6 ST A = 1 0 + 5 0 . 9 7 , 7 . 0 0 ' L (F O R E S T H O L L O W ) 8" I E I N = 2 9 3 . 1 2 ( E ) 4" I E I N = 2 9 3 . 1 2 ( N ) 8" I E O U T = 2 9 2 . 9 2 ( W ) ST A = 1 3 + 1 5 . 3 1 ( S S L N - C ) RI M = 3 0 1 . 6 1 SS M H C 7 ST A = 1 2 + 2 4 . 3 7 , 7 . 5 0 ' L (F O R E S T H O L L O W ) 8" I E I N = 2 9 6 . 3 4 ( E ) 8" I E O U T = 2 9 6 . 1 4 ( W ) ST A = 1 4 + 8 8 . 3 5 ( S S L N - C ) RI M = 3 0 4 . 6 0 SS M H C 8 ST A = 1 5 + 4 2 . 6 9 , 7 . 5 0 ' L (F O R E S T H O L L O W ) 4" I E I N = 3 0 4 . 7 5 ( N ) 8" I E O U T = 3 0 4 . 5 5 ( W ) ST A = 1 8 + 0 6 . 9 5 ( S S L N - C ) RI M = 3 1 3 . 5 7 EN D C O N S T R U C T I O N ST A = 1 5 + 7 1 . 0 4 ( F O R E S T H O L L O W ) #S S 0 6 D 0 2 3 #S S 0 6 D 0 2 4 #S S 0 6 D 0 2 5 #S S 0 6 D 0 2 6 29 1 . 8 4 29 1 . 5 2 30 4 . 6 4 30 4 . 3 7 0.0252 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 3 ) S S - F O R E S T H O L L O W . d w g - S H E E T : 23 Ap r . 1 8 , 1 7 - 10 : 1 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 23 SW FOREST HOLLOW ST SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW FOREST HOLLOW ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW FOREST HOLLOW ST - PLAN SCALE: 1" = 40' SATSUMA AVE SEE SHEET 27.1 APPLE GROVE TER SEE SHEET 29 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 131*16+15.01 SSLN-C 38.05 0.0708 302.74 132*15+91.12 SSLN-C 37.99 0.0697 302.08 133*15+25.07 SSLN-C 37.84 0.0663 300.24 134*14+95.64 SSLN-C 38.33 0.0634 299.40 135 14+38.81 SSLN-C 37.16 0.0653 297.87 136 13+99.43 SSLN-C 37.90 0.0524 296.74 137*13+48.54 SSLN-C 39.67 0.0503 295.86 139 SSMH C6 24.00 0.1392 296.46 140*13+55.92 SSLN-C 22.32 0.0862 295.92 141*13+95.81 SSLN-C 24.00 0.0841 296.71 142 14+36.25 SSLN-C 24.84 0.0967 297.80 143 14+75.91 SSLN-C 24.09 0.1150 298.86 144*15+14.86 SSLN-C 24.12 0.1038 299.97 145*15+55.05 SSLN-C 24.09 0.1066 301.07 146*15+94.16 SSLN-C 24.00 0.1104 302.16 147*16+34.90 SSLN-C 23.91 0.1142 303.29 148*16+74.40 SSLN-C 23.82 0.1152 304.32 149 17+34.43 SSLN-C 23.67 0.1253 305.09 150 17+72.77 SSLN-C 23.58 0.1314 305.21 151 18+06.95 SSLN-C 23.50 0.1365 314.20 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 1" WATER METER PER DETAIL 520, SEE SHEET DTL7 AND BACKFLOW PREVENTER SERVING PARK TO BE INSTALLED PER PARK PLANS. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 15+65.62, 17.00' RT. (FOREST HOLLOW) INSTALL 8" MJ GATE VALVE STA: 10+43.00, 9.00' RT. (FOREST HOLLOW) STA: 13+87.62, 9.00' RT. (FOREST HOLLOW) INSTALL 8" MJ TEE STA: 14+35.58, 9.00' RT. (FOREST HOLLOW) INSTALL 8" MJ CROSS STA: 10+13.00, 9.00' RT. (FOREST HOLLOW) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 9+94.35, 9.00' RT. (FOREST HOLLOW) INSTALL 2" BLOWOFF PER DETAIL NO. 570 STA: 15+70.59, 9.00' RT. (FOREST HOLLOW) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 15+65.82, 9.00' RT. (FOREST HOLLOW) 3 4 1 6 5 12 SATSUMA AVE SEE SHEET 27.1 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 21 19A 14+96.5 40.0 0.0610 302.2 39.8 0.0599 301.5 39.6 0.0851 300.8 39.9 0.0583 299.0 38.5 0.0708 298.2 39.3 0.0476 296.6 40.1 0.0525 296.0 27.2 0.1191 296.4 24.3 0.1077 296.6 27.2 0.0883 297.1 27.8 0.1103 298.5 26.3 0.1140 299.1 26.5 0.1107 300.1 26.7 0.1185 301.4 26.2 0.1209 302.3 26.2 0.1216 25.8 0.1424 304.9 17+33.5 25.6 0.1755 307.2 24.9 0.1926 308.5 SSMH C8 303.4 10+13.00 S D S D S D S D SD SD SD SD SD SD S D S S S S S S S S S S S S S S S S S S S S S S 10+00 11+00 12+00 13+00 14+00 51 129 127 126125124123 122 128 130 121 114 118 115 119 116 120 113117 50 SSMH F5 SSMH H3 SSMH H2 SSMH H1 1+00 2+00 3+00 4+00 4+67 SD S S S S S S SS SSSSLN-H 6 5 2 (TYP) 2 (TYP) 1 (TYP) 1 (TYP) 9 4 4 SSLN-F 6 + 0 0 7+00 6.00' PUE 6.00' PUE 12 1 1 1 SW SHADOW TRAIL STRE E T SSMH C4 W W W W W W W W W W W W W R=734.00 R=664.00 #SS06D020 #SS06D019 #SS06D021 #SS06D022 #SS06D011 250 260 270 280 290 300 250 260 270 280 290 300 10+00 11+00 12+00 13+00 14+00 14+50 60.83 LF 8" (PVC) @ S=0.0099 203.13 LF 8" (P V C ) @ S=0.0335 102.63 LF 8 " ( P V C ) @ S=0.053 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATE R 3.00' MIN COVER SS M H C 4 ST A = 9 + 9 8 . 0 0 , 7 . 0 0 ' L (S H A D O W T R A I L ) 8" I E I N = 2 7 5 . 2 0 ( N ) 8" I E I N = 2 7 5 . 2 0 ( E ) 8" I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - H ) RI M = 2 8 4 . 6 2 SS M H H 1 ST A = 1 0 + 5 8 . 9 1 , 6 . 9 6 ' L (S H A D O W T R A I L ) 8" I E I N = 2 7 6 . 0 0 ( E ) 4" I E I N = 2 7 6 . 0 0 ( N ) 8" I E O U T = 2 7 5 . 8 0 ( W ) ST A = 1 + 6 0 . 8 3 ( S S L N - H ) RI M = 2 8 3 . 9 5 SS M H H 2 ST A = 1 2 + 6 2 . 1 2 , 7 . 0 0 ' L (S H A D O W T R A I L ) 8" I E I N = 2 8 3 . 0 0 ( E ) 8" I E O U T = 2 8 2 . 8 0 ( W ) ST A = 3 + 6 3 . 9 6 ( S S L N - H ) RI M = 2 9 1 . 4 9 SS M H H 3 ST A = 1 3 + 6 4 . 7 5 , 7 . 0 0 ' L (S H A D O W T R A I L ) 4" I E I N = 2 8 8 . 7 2 ( N ) 8" I E O U T = 2 8 8 . 5 2 ( W ) ST A = 4 + 6 6 . 5 8 ( S S L N - H ) RI M = 2 9 6 . 6 0 SS M H F 5 ST A = 1 4 + 3 8 . 0 0 , 8 . 0 0 ' L (S H A D O W T R A I L ) 8" I E I N = 2 9 1 . 2 0 ( E ) 8" I E O U T = 2 9 1 . 0 0 ( S ) ST A = 6 + 4 1 . 2 0 ( S S L N - F ) RI M = 2 9 9 . 2 3 #S S 0 6 D 0 1 9 #S S 0 6 D 0 2 0 #S S 0 6 D 0 2 1 #S S 0 6 D 0 2 2 #S S 0 6 D 0 1 1 27 5 . 3 3 27 4 . 8 3 28 4 . 1 4 27 5 . 9 3 28 2 . 6 6 28 8 . 9 1 28 8 . 2 1 29 1 . 0 4 0.0120 0.0328 0.0508 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 4 ) S S - S H A D O W T R A I L . d w g - S H E E T : 24 Ap r . 1 8 , 1 7 - 10 : 1 9 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 24 SW SHADOW TRAIL ST SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SHADOW TRAIL ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SHADOW TRAIL ST - PLAN SCALE: 1" = 40' APPLE GROVE TER SEE SHEET 29 APPLE GROVE TER SEE SHEET 29 SATSUMA AVE SEE SHEET 27.1 SATSUMA AVE SEE SHEET 27.1 GR A N I T A L N SE E S H E E T 3 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 114 4+53.54 SSLN-H 38.00 0.0649 290.45 115 4+21.08 SSLN-H 38.00 0.0684 288.84 116*3+61.14 SSLN-H 37.90 0.1089 287.00 117 3+25.46 SSLN-H 35.96 0.0685 284.14 118 2+75.93 SSLN-H 36.23 0.0422 281.55 119*2+36.85 SSLN-H 38.53 0.0293 279.84 120*1+89.39 SSLN-H 39.20 0.0497 279.07 122 SSMH H1 24.04 0.1185 278.85 123*1+92.39 SSLN-H 22.75 0.0821 279.09 124*2+33.10 SSLN-H 23.38 0.0528 279.82 125 2+72.93 SSLN-H 25.70 0.0627 281.53 126 3+12.68 SSLN-H 26.30 0.0829 283.43 127 3+53.26 SSLN-H 24.75 0.1120 285.38 128*3+91.59 SSLN-H 24.02 0.1131 287.37 129 4+31.72 SSLN-H 24.02 0.1069 289.38 130 SSMH H3 24.00 0.9500 291.00 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 10+43.34, 9.00' RT. (SHADOW TRAIL) STA: 14+16.64, 9.00' RT. (SHADOW TRAIL) INSTALL 8" MJ TEE STA: 14+57.63, 6.55' RT. (SHADOW TRAIL) INSTALL 8" MJ CROSS STA: 10+13.00, 9.00' RT. (SHADOW TRAIL) INSTALL 8" - 11.25° MJ BEND STA: 14+48.47, 9.00' RT. (SHADOW TRAIL) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 9+94.35, 9.00' RT. (SHADOW TRAIL) 4 1 6 5 9 12 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 40.5 0.0607 290.1 4+20.0 40.5 0.0537 288.2 40.3 0.0695 285.5 38.3 0.0520 283.5 39.3 0.0468 281.8 41.0 0.0339 280.1 42.2 0.0317 278.4 25.2 0.1144 278.9 25.0 0.0721 2+34.5 25.8 0.0676 280.3 28.0 0.0684 281.8 29.2 0.0787 283.5 27.3 0.1205 285.7 26.3 0.1277 288.0 4+33.0 26.6 0.1039 25.6 0.0814 291.0 10+13.00 SW AMELIA STREET S D S D S D S D SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 104 111107110 106 109 105 112 108 96 102 101 100 98 97 93949599 TRACT E 58 59 40 39 38 37 56 103 57 1+00 2+00 3+00 4+00 5+00 5+42 SSLN-I R=894.00 R=506.00 2 (TYP) 2 (TYP) 1 (TYP) 1 (TYP) 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE 6 64 4 14 1 1 1 12 SW AMELIA STREET W W W W W W W W W W W W W W W W 3 + 0 0 4 + 0 0 W W SSMH F3 SSMH D6 SSMH I3 SSMH I2 SSMH I1 SSMH C3 W W W 3 STA:12+63.86 OFF:3.00'R S D W#SS06D015 #SS06D016 #SS06D017 #SS06D018 235 240 250 260 270 280 290 235 240 250 260 270 280 290 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+60 217.58 LF 8 " ( P V C ) @ S=0.0494 147.24 LF 8" (PVC) @ S=0.0160 76.95 LF 8" (PVC) @ S=0.0227 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATE R 3.00' MIN COVER SS M H C 3 ST A = 9 + 9 8 . 0 0 , 7 . 0 0 ' L (A M E L I A ) 8" I E I N = 2 5 8 . 7 5 ( N ) 8" I E I N = 2 5 8 . 7 5 ( E ) 8" I E O U T = 2 5 8 . 5 5 ( S ) ST A = 1 + 0 0 . 0 0 ( S S L N - I ) RI M = 2 6 8 . 3 7 SS M H I 1 ST A = 1 0 + 7 5 . 1 4 , 7 . 0 0 ' L (A M E L I A ) 8" I E I N = 2 6 0 . 7 0 ( E ) 8" I E O U T = 2 6 0 . 5 0 ( W ) ST A = 1 + 7 6 . 9 5 ( S S L N - I ) RI M = 2 6 7 . 7 6 SS M H I 2 ST A = 1 2 + 2 2 . 8 0 , 7 . 0 0 ' L (A M E L I A ) 8" I E I N = 2 6 4 . 3 7 ( E ) 4" I E I N = 2 6 4 . 3 7 ( N ) 4" I E I N = 2 6 4 . 3 7 ( S ) 8" I E O U T = 2 6 3 . 0 6 ( W ) ST A = 3 + 2 4 . 1 9 ( S S L N - I ) RI M = 2 7 3 . 4 0 SS M H I 3 ST A = 1 4 + 3 9 . 8 8 , 7 . 0 0 ' L (A M E L I A ) 8" I E O U T = 2 7 5 . 1 1 ( W ) ST A = 5 + 4 1 . 7 7 ( S S L N - I ) RI M = 2 8 3 . 8 7 #S S 0 6 D 0 1 5 #S S 0 6 D 0 1 6 #S S 0 6 D 0 1 7 #S S 0 6 D 0 1 8 25 8 . 4 2 25 8 . 3 4 26 0 . 5 9 26 0 . 4 0 26 4 . 0 4 26 4 . 1 9 26 4 . 1 5 26 2 . 8 2 27 4 . 6 3 0.0257 0.0151 0.0487 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 5 ) S S - A M E L I A . d w g - S H E E T : 25 Ap r . 1 8 , 1 7 - 10 : 1 9 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 25 SW AMELIA ST SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW AMELIA ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW AMELIA ST - PLAN SCALE: 1" = 40' APPLE GROVE TER SEE SHEET 29 AUBERGINE TER SEE SHEET 30 AUBERGINE TER SEE SHEET 30 APPLE GROVE TER SEE SHEET 29 SATSUMA AVE SEE SHEET 27.1 SATSUMA AVE SEE SHEET 27.2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 93 5+30.66 SSLN-I 37.92 0.0818 277.83 94 4+90.13 SSLN-I 37.65 0.0920 276.19 95*4+46.64 SSLN-I 37.35 0.0918 274.01 96*4+06.13 SSLN-I 37.07 0.0916 271.98 97*3+65.68 SSLN-I 36.79 0.0917 269.96 98 SSMH I2 38.32 0.0858 267.66 99 2+71.52 SSLN-I 39.33 0.0722 265.21 100 2+28.95 SSLN-I 39.98 0.0402 263.30 101 1+85.26 SSLN-I 38.59 0.0462 262.78 102 1+66.85 SSLN-I 38.18 0.0488 262.57 103 1+63.85 SSLN-I 23.77 0.0796 262.55 104 1+88.26 SSLN-I 23.34 0.0743 262.78 105 2+36.06 SSLN-I 21.99 0.0788 263.54 106 2+68.52 SSLN-I 22.60 0.1264 265.18 107 SSMH I2 24.08 0.1423 267.80 108*3+54.80 SSLN-I 25.21 0.1337 269.42 109*4+00.29 SSLN-I 24.97 0.1352 271.67 110*4+34.81 SSLN-I 24.74 0.1375 273.40 111 4+87.43 SSLN-I 24.37 0.1410 276.03 112 5+22.81 SSLN-I 24.13 0.1334 277.56 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+80.63, 17.00' LT. (AMELIA) INSTALL 8" MJ GATE VALVE STA: 14+55.85, 9.00' RT. (AMELIA) STA: 16+84.83, 9.00' RT. (AMELIA) INSTALL 8" MJ CROSS STA: 10+13.00, 9.00' RT. (AMELIA) STA: 15+03.80, 9.00' RT. (AMELIA) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 9+94.35, 9.00' RT. (AMELIA) INSTALL 18" X 8" MJ TEE STA: 17+33.50, 9.00' RT. (AMELIA) 4 1 6 12 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3 14 3+64.5 38.1 0.0629 276.6 0.0870 275.6 37.6 0.0919 273.6 37.5 0.0817 271.3 36.9 0.0847 269.3 39.2 0.0824 267.4 39.9 0.0554 264.4 40.8 0.0363 263.0 0.0381 262.4 37.9 0.0396 261.8 25.0 0.1097 263.0 24.8 0.0858 263.01+87.0 25.0 0.0645 263.3 24.5 0.1351 265.5 0.1586 268.0 28.0 0.1409 269.6 26.9 0.1520 272.0 26.4 0.1298 273.0 26.3 0.1262 275.5 25.9 0.1242 277.1 10+13.00 SW S A B R I N A A V E N U E SW HOLLY RIDGE LANE SD SD SD SD SD SD SD SD SD SS S S S S S S S S S S S S S S S S SS SS 2+00 3+00 4+00 SS SS SS SSMH E2 SSMH G11 SSMH M1 SSMH E1SSMH A3 SSMH 1+ 0 0 2+00 3+00 4+00 5 + 0 0 S D S D S S 6.00' PUE 6.00' PUE SSLN-E 2 (TYP) 1 (TYP) 14 4 69913 11 W W W W W W W W W W 10.00' PRIVATE UTILITY EASEMENT W 3 SSLN-L 1+00 2+00 2+16 4 S D S D S D S D S S W W W W S D S D SD S S S S 1 4 #SS06D038 #SS06D041 #SS06D042 #SS06D054 210 220 230 240 250 260 270 210 220 230 240 250 260 270 0+50 1+00 2+00 3+00 4+00 5+00 6+00 82.45 L F 8 " ( P V C ) @ S=0 . 1 0 7 1 230.17 LF 8 " ( P V C ) @ S=0.052 4 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WAT E R 3.00' MIN COVER SS M H E 2 ST A = 4 + 2 4 . 1 4 , 7 . 0 0 ' L (H O L L Y R I D G E ) 8" I E I N = 2 5 6 . 4 6 ( N W ) 8" I E O U T = 2 5 6 . 2 6 ( S W ) ST A = 4 + 1 2 . 6 2 ( S S L N - E ) RI M = 2 6 4 . 9 0 SS M H E 1 ST A = 1 + 9 1 . 8 7 , 7 . 0 0 ' L (H O L L Y R I D G E ) 8" I E I N = 2 4 4 . 2 0 ( N E ) 8" I E O U T = 2 4 4 . 0 0 ( W ) ST A = 1 + 8 2 . 4 5 ( S S L N - E ) RI M = 2 5 2 . 5 7 SS M H A 3 ST A = 1 + 0 7 . 9 3 , 1 0 . 2 7 ' L (H O L L Y R I D G E ) 8" I E I N = 2 4 3 . 9 4 ( N ) 12 " I E I N = 2 3 3 . 3 8 ( S ) 8" I E I N = 2 3 5 . 1 7 ( E ) 12 " I E O U T = 2 3 3 . 1 8 ( N W ) ST A = 1 + 0 0 . 0 0 ( S S L N - E ) RI M = 2 5 0 . 6 1 #S S 0 6 D 0 3 8 #S S 0 6 D 0 4 1 #S S 0 6 D 0 4 2 23 8 . 6 8 23 5 . 3 6 0.094 4 25 2 . 0 8 24 3 . 4 6 24 3 . 1 4 0.0542 25 6 . 2 7 25 5 . 9 4 215 220 230 240 250 260 270 215 220 230 240 250 260 270 0+75 1+00 2+00 2+25 FINISH GRADE @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE SS M H G 1 1 ST A = 5 + 3 6 . 0 1 , 7 . 0 0 ' R (B E A C H P L U M ) 10 " I E I N = 2 5 6 . 2 0 ( N E ) 10 " I E O U T = 2 5 6 . 0 0 ( S E ) ST A = 1 + 0 0 . 0 0 ( S S L N - L ) RI M = 2 6 4 . 0 3 8" DI WATER 115.55 LF 10" (PVC) @ S=0.0083 #S S 0 6 D 0 5 4 25 6 . 0 3 25 5 . 8 3 CAP SANITARY LINE STUB AT ROY ROGERS STA=1+10.82 IE=257.06 110.82 0.0093 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 6 ) S S - H O L L Y R I D G E . d w g - S H E E T : 26 Ap r . 1 8 , 1 7 - 10 : 2 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 26 SW HOLLY RIDGE LN & SSLN-L SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW HOLLY RIDGE LN - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW HOLLY RIDGE LN - PLAN SCALE: 1" = 40' CALABASH TER SEE SHEET 33 BEACH PLUM TER SEE SHEET 31 BEACH PLUM TER SEE SHEET 31 SABRINA AVE SEE SHEET 22.2 SABRINA AVE SEE SHEET 22.2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. CAP STUB FOR FUTURE CONNECTION. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 17 3+55.85 SSLN-E 24.00 0.7929 258.01 18*3+12.15 SSLN-E 24.10 0.7276 256.08 19 2+76.06 SSLN-E 22.94 0.7021 254.09 20*2+29.95 SSLN-E 20.95 0.6381 250.89 21 1+58.27 SSLN-E 21.14 0.1876 245.71 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: 1+51.37, 17.00' RT. (HOLLY RIDGE) INSTALL 8" MJ GATE VALVE STA: 1+55.76, 9.03' RT. (HOLLY RIDGE) STA: 3+91.39, 9.00' RT. (HOLLY RIDGE) INSTALL 8" MJ CROSS STA: 4+40.59, 9.00' RT. (HOLLY RIDGE) INSTALL 8" - 11.25° MJ BEND STA: 1+65.37, 10.03' RT. (HOLLY RIDGE) STA: 2+14.81, 10.25' RT. (HOLLY RIDGE) INSTALL WATER METER BANK, 8-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL7. INSTALL 18" X 8" MJ TEE STA: 0+88.00, 4.14' RT. (HOLLY RIDGE) 4 1 9 6 13 14 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3 4 SSLN-L - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 0.2004 257.8 SW SATSUMA AVENUE S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S SS SS SS 11+0012+0013+0014+0015+0016+0017+00 10 + 0 0 1 1 + 0 0 10 + 0 0 1 1 + 0 0 10 + 0 0 1 1 + 0 0 103 104 121 120 102 101 138 137123 122 139 140 8+00 9+00 10+00 11+00 12+00 1 3 + 0 0 SSLN-CSSLN-C 3646 4 36 2 (TYP) 8.00' PUE 8.00' PUE 8.00' PUE 111 W W WWWWWWWW W W W F M F M F M F M F M F M F M F M F M F M F M F M F M F M 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 STA: 8+50.28 (SSLN-FORCE) STA: 16+04.13, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-TRHENCH DAM, SEE DET 2, SHEET DTL10 STA: 14+01.24 (SSLN-FORCE) STA: 10+53.16, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-12" DI 45° BEND, MJ 1-TB, SEE DET 1, SHEET DTL10 STA: 11+50.28 (SSLN-FORCE) STA: 13+04.13, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-TRENCH DAM, SEE DET 2, SHEET DTL10 SSMH C5 SSMH C6 SSMH C4 SSMH H1 SSMH C3 SSMH I1 STA: 14+62.33 (SSLN-FORCE) STA: 10+42.20, 59.54' L (SATSUMA) FURNISH & INSTALL: TEMPORARY CAP, CONTINUE PER "RIVER TERRACE NORTH PUMP STATION AND FORCE MAIN PROJECT NO. 6631", UNDER SEPERATE PERMIT 21 19A S D S D S D #SS06D015 #SS06D019 #SS06D023 235 240 250 260 270 280 290 300 310 320 330 235 240 250 260 270 280 290 300 310 320 330 10+0011+0012+0013+0014+0015+0016+0017+00 230.00 L F 8 " ( P V C ) @ S=0.0 7 2 2 230.00 L F 8 " ( P V C ) @ S=0.07 0 7 234.00 LF 8" ( P V C ) @ S=0.0423 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI W A T E R 3.00' MIN COVER 12" PVC C900 DR 18 SLP=0.0831 FT/FT 12" PVC C90 0 D R 1 8 SLP=0.0438 F T / F T 12" PVC C900 DR 18 SLP=0.0760 FT/FT 12" PVC C900 DR 18 SLP=0.0470 FT/FT 12" PVC C900 DR 18 SLP=0.0464 FT/FT SS M H C 5 ST A = 1 1 + 5 5 . 5 5 , 2 . 0 0 ' R (S A T S U M A ) 8" I E I N = 2 9 2 . 0 0 ( E ) 8" I E O U T = 2 9 1 . 8 0 ( S ) ST A = 1 2 + 6 2 . 3 4 ( S S L N - C ) RI M = 3 0 2 . 7 8 SS M H C 4 ST A = 1 3 + 8 5 . 5 5 , 2 . 0 0 ' R (S A T S U M A ) 8" I E I N = 2 7 5 . 2 0 ( N ) 8" I E I N = 2 7 5 . 2 0 ( E ) 8" I E O U T = 2 7 5 . 0 0 ( S ) ST A = 1 0 + 3 2 . 3 4 ( S S L N - C ) RI M = 2 8 4 . 6 2 SS M H C 3 ST A = 1 6 + 1 5 . 5 5 , 2 . 0 0 ' R (S A T S U M A ) 8" I E I N = 2 5 8 . 7 5 ( N ) 8" I E I N = 2 5 8 . 7 5 ( E ) 8" I E O U T = 2 5 8 . 5 5 ( S ) ST A = 8 + 0 2 . 3 4 ( S S L N - C ) RI M = 2 6 8 . 3 7 ST A : 9 + 0 3 . 2 8 ( S S L N - F O R C E ) ST A : 1 5 + 5 1 . 1 3 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 6 4 . 6 1 ST A : 1 1 + 1 9 . 2 8 ( S S L N - F O R C E ) ST A : 1 3 + 3 5 . 1 3 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 8 1 . 0 3 ST A : 1 3 + 0 3 . 2 8 ( S S L N - F O R C E ) ST A : 1 1 + 5 1 . 1 3 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 9 6 . 3 3 ST A : 1 4 + 0 1 . 2 4 ( S S L N - F O R C E ) ST A : 1 0 + 5 3 . 1 6 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 3 0 0 . 5 6 ST A : 1 4 + 1 3 . 1 6 ( S S L N - F O R C E ) ST A : 1 0 + 4 4 . 7 4 , 1 0 . 4 4 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 3 0 1 . 0 5 2.10' SS CLR 0.76' SS CLR #S S 0 6 D 0 1 5 #S S 0 6 D 0 1 9 #S S 0 6 D 0 2 3 25 8 . 4 2 25 8 . 3 4 27 5 . 3 3 27 4 . 8 3 29 1 . 8 4 29 1 . 5 2 0.0448 0.0699 0.0704 235 240 250 260 270 280 290 300 310 320 330 235 240 250 260 270 280 290 300 310 320 330 14+00 15+00 12" PVC C90 0 D R 1 8 SLP=0.0432 F T / F T ST A : 1 4 + 1 3 . 1 6 ( S S L N - F O R C E ) ST A : 1 0 + 4 4 . 7 4 , 1 0 . 4 4 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 3 0 1 . 0 5 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 7 ) S S - S A T S U M A . d w g - S H E E T : 27 . 1 Ap r . 1 8 , 1 7 - 10 : 2 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 27.1 SW SATSUMA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SATSUMA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SATSUMA AVE - PLAN SCALE: 1" = 40' FOREST HOLLOW ST SEE SHEET 23 SA T S U M A A V E SE E S H E E T 2 7 . 2 SHADOW TRAIL ST SEE SHEET 24 AMELIA ST SEE SHEET 25 WATER NOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 11+16.29, 21.00' LT. (SATSUMA) STA: 15+75.40, 21.00' LT. (SATSUMA) INSTALL 8" MJ GATE VALVE STA: 11+23.55, 12.00' LT. (SATSUMA) STA: 12+01.55, 12.00' LT. (SATSUMA) STA: 15+83.52, 12.00' LT. (SATSUMA) INSTALL 8" MJ CROSS STA: 11+71.55, 12.00' LT. (SATSUMA) STA: 14+01.51, 12.00' LT. (SATSUMA) STA: 16+31.55, 12.00' LT. (SATSUMA) INSTALL 2" BLOWOFF PER DETAIL NO. 570 STA: 11+07.15, 12.00' LT. (SATSUMA) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 11+11.97, 12.00' LT. (SATSUMA) 3 4 6 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 121 9+09.59 SSLN-C 39.00 0.0840 270.53 138 11+39.62 SSLN-C 39.00 0.0822 287.09 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. 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. SSLN-FORCE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 19A 21 9+23.5 38.2 0.0985 271.2 11+55.5 0.0947 287.9 SW SATSUMA AVENUE S D S D S D S D S D SD SD SD SD SD SD SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SS 17+0018+0019+0020+0021+0022+00 84 102 82 837678798081 85 77 TRACT V 1 + 0 0 2+00 3+00 4+00 5+00 6+00 7+00 2 (TYP)1 (TYP) SSLN-C 4 6 5 4 8.00' PUE 8.00' PUE 11 W W WWWWWWWW W W SD SD F M F M F M 1+00 2+00 3+00 4+00 5+00 6+00 7+00 STA: 1+33.37 (SSLN-FORCE) STA: 23+11.90, 24.08' L (SATSUMA) FURNISH & INSTALL: 1-12" DI 45° BEND, MJ 1-TB, SEE DET 1, SHEET DTL10 STA: 1+64.64 (SSLN-FORCE) STA: 22+89.77, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-12" DI 45° BEND, MJ 1-TB, SEE DET 1, SHEET DTL10 STA: 2+50.28 (SSLN-FORCE) STA: 22+04.13, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-TRENCH DAM, SEE DET 2, SHEET DTL10 STA: 5+50.28 (SSLN-FORCE) STA: 19+04.13, 2.00' L (SATSUMA) FURNISH & INSTALL: 1-TRENCH DAM, SEE DET 2, SHEET DTL10 SSMH C2 SSMH C1 SSMH B1 STA: 1+40.00 (SSLN-FORCE) STA: 22+80.74, 7.00' R (SATSUMA) FURNISH & INSTALL: 1-TEMP 12" DI CAP, MJ (POLYGON) 1-12" LS, MJ (CWS)FM FM FM FM FM FM FM FM #SS06D013 190 200 210 220 230 240 250 260 270 280 190 200 210 220 230 240 250 260 270 280 17+0018+0019+0020+0021+0022+0023+0023+50 234.00 LF 8" ( P V C ) @ S=0.0423 428.59 LF 8" (PVC) @ S=0.0410 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATE R 3.00' MIN COVER 12" DI CLASS 52 SLP=0.0000 FT/FT 12" DI CLASS 52 SLP=0.0000 FT/FT 12" PVC C900 DR 18 SLP=0.0000 FT/FT ST A : 2 + 5 4 . 4 1 ( S S L N - F O R C E ) ST A : 2 2 + 0 0 . 0 0 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 3 5 . 1 7 ST A : 1 + 6 4 . 6 4 ( S S L N - F O R C E ) ST A : 2 2 + 8 9 . 6 8 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 3 5 . 1 7 ST A : 6 + 4 3 . 2 8 ( S S L N - F O R C E ) ST A : 1 8 + 1 1 . 1 3 , 2 . 0 0 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 5 2 . 4 0 SS M H C 2 ST A = 1 8 + 4 9 . 5 5 , 2 . 0 0 ' R (S A T S U M A ) 8" I E I N = 2 4 8 . 6 5 ( N ) 8" I E I N = 2 4 8 . 6 5 ( E ) 8" I E O U T = 2 4 8 . 4 5 ( S ) ST A = 5 + 6 8 . 3 4 ( S S L N - C ) RI M = 2 5 7 . 4 5 SS M H C 1 ST A = 2 2 + 7 8 . 1 4 , 2 . 0 0 ' R (S A T S U M A ) 8" I E I N = 2 3 0 . 8 7 ( N ) 24 " I E I N = 2 2 3 . 2 9 ( W ) 30 " I E O U T = 2 2 2 . 7 9 ( E ) ST A = 1 + 3 9 . 7 5 ( S S L N - C ) RI M = 2 4 0 . 2 4 ST A : 1 + 3 3 . 3 7 ( S S L N - F O R C E ) ST A : 2 3 + 1 1 . 9 0 , 2 4 . 0 8 ' L ( S A T S U M A ) GR A D E C H A N G E IE = 2 3 5 . 1 7 0.56' SS CLR 0.68' SS CLR 0.78' SS CLR 0.88' SS CLR 1.01' SS CLR 1.11' SS CLR 1.24' SS CLR 12" PVC C900 DR 18 SLP=0.0442 FT/FT (C W S ) #S S 0 6 D 0 1 3 24 7 . 8 5 24 7 . 7 5 24 7 . 5 8 0.0448 23 9 . 8 9 23 0 . 5 9 22 2 . 6 8 0.0396 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 7 ) S S - S A T S U M A . d w g - S H E E T : 27 . 2 Ap r . 1 8 , 1 7 - 10 : 2 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 27.2 SW SATSUMA AVE SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW SATSUMA AVE - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW SATSUMA AVE - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 22.1 CLEMENTINE ST SEE SHEET 28 SA T S U M A A V E SE E S H E E T 2 7 . 1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 77*2+26.36 SSLN-C 39.00 0.0331 236.32 78*2+70.53 SSLN-C 39.00 0.0392 238.37 79*3+10.50 SSLN-C 39.00 0.0448 240.23 80*3+47.43 SSLN-C 39.00 0.0501 241.95 81*3+98.41 SSLN-C 39.00 0.0570 244.31 82*4+36.97 SSLN-C 39.00 0.0623 246.10 83*4+91.19 SSLN-C 39.00 0.0738 248.77 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 8" MJ GATE VALVE STA: 18+13.55, 12.00' LT. (SATSUMA) STA: 22+32.14, 12.00' LT. (SATSUMA) INSTALL 8" MJ TEE STA: 22+62.14, 12.00' LT. (SATSUMA) INSTALL 8" MJ CROSS STA:18+68.55, 12.00' LT. (SATSUMA) 4 1 5 6 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 2+37.5 39.2 2+81.0 0.0390 237.9 3+21.5 0.0434 239.7 3+58.0 0.0598 241.8 4+09.0 0.0831 244.7 4+47.5 0.0780 246.1 5+02.5 0.0773 248.2 39.9 40.0 40.0 39.5 39.7 40.0 B F S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD S S S S SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS SS SS 10 + 0 0 11 + 0 0 1 2 + 0 0 13+00 14+00 15+00 16+00 18+0019+0020+0021+0022+00 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 82 837678798081 71 69 68 67 66 65 6470 77 73 74 75 TRACT V 72 SSLN-B SSMH C2 SSMH B5 SSMH J1SSMH A1 SSMH B4 SSMH B3 SSMH B2 SSMH B1 SSMH C1 1+00 2 + 0 0 3 + 0 0 4+00 5+00 6+00 7+00 1 + 0 0 2+00 3+00 4+00 5+00 6+00 6.00' PUE 6.00' PUE 6.00' PUE 6.00' PUE 1 (TYP) 2 (TYP) 2 (TYP) 1 (TYP) SS L N - B 5 4 12 8 7 8 4 5 3B 1 1 1 3A SW PUMPKIN VALLEY TERRACE SW C L E M E N T I N E S T R E E T 0 + 0 0 WWWWWWWW W W W W W SD SD 3 30.00' SEWER EASEMENT 1A SD SS 24 20.00' SEWER EASEMENT24' SANITARY STUB FOR FUTURE DEVELOPMENT, REFER TO CWS PROJECT #6631 1BTRACT X INSTALL 24.00 LF OF 30" PIPE. IE OUT AT MANHOLE=222.39 IE AT BACK OF PUE=222.00 (CWS) (CWS) #SS06D001 #SS06D002 #SS06D003 #SS06D004 #SS06D005 190 200 210 220 230 240 250 190 200 210 220 230 240 250 9+50 10+00 11+00 12+00 12+60 39.75 LF 30" (PVC ASTM F679) @ S=0.0050 139.47 LF 12" (PVC) @ S=0.0032 40.26 LF 12" (PVC) @ S=0.0030 57.50 LF 12" (PVC) @ S=0.0030 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING 8" DI WATER 3.00' MIN COVER SS M H C 1 ST A = 9 + 9 8 . 0 0 , 7 . 0 0 ' R (C L E M E N T I N E ) 8" I E I N = 2 3 0 . 8 7 ( N ) 24 " I E I N = 2 2 3 . 2 9 ( W ) 30 " I E O U T = 2 2 2 . 7 9 ( E ) ST A = 1 + 3 9 . 7 5 ( S S L N - C ) RI M = 2 4 0 . 2 4 SS M H B 1 ST A = 1 0 + 3 7 . 7 5 , 7 . 0 0 ' R (C L E M E N T I N E ) 12 " I E I N = 2 2 9 . 1 7 ( E ) 30 " I E I N = 2 2 2 . 5 9 ( W ) 30 " I E O U T = 2 2 2 . 3 9 ( S ) ST A = 1 + 2 4 . 0 0 ( S S L N - B ) RI M = 2 4 0 . 0 4 SS M H B 2 ST A = 1 1 + 7 6 . 5 9 , 7 . 2 8 ' R (C L E M E N T I N E ) 12 " I E I N = 2 2 9 . 8 2 ( E ) 12 " I E O U T = 2 2 9 . 6 2 ( W ) ST A = 2 + 6 3 . 4 7 ( S S L N - B ) RI M = 2 3 9 . 9 3 SS M H B 3 ST A = 1 2 + 1 2 . 6 1 , 9 . 3 3 ' R (C L E M E N T I N E ) 12 " I E I N = 2 3 0 . 1 4 ( N E ) 4" I E I N = 2 3 0 . 1 4 ( S E ) 12 " I E O U T = 2 2 9 . 9 4 ( W ) ST A = 3 + 0 3 . 7 3 ( S S L N - B ) RI M = 2 4 0 . 0 7 22.90 LF 24" (D.I.) @ S=0.0030 (C W S ) (C W S ) #S S 0 6 D 0 0 1 #S S 0 6 D 0 0 2 23 0 . 5 9 22 2 . 6 8 23 9 . 8 9 22 2 . 2 8 23 9 . 9 3 0.0022 0.0076 23 0 . 2 7 23 0 . 3 0 23 0 . 1 3 205 210 220 230 240 250 260 205 210 220 230 240 250 260 12+60 13+00 14+00 15+00 16+00 16+75 82.71 LF 12" (PVC) @ S=0.0030 281.42 LF 8 " ( P V C ) @ S=0.0480 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI W A T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H B 5 ST A = 1 6 + 2 8 . 5 5 , 7 . 0 0 ' R (P U M P K I N V A L L E Y ) 8" I E I N = 2 4 6 . 4 5 ( E ) 4" I E I N = 2 4 6 . 4 5 ( N W ) 8" I E O U T = 2 4 6 . 2 5 ( S ) ST A = 7 + 2 5 . 3 6 ( S S L N - B ) RI M = 2 5 8 . 7 8 SS M H A 1 ST A = 1 3 + 4 7 . 1 3 , 7 . 0 0 ' R (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 1 . 3 6 ( E ) 4" I E I N = 2 3 0 . 9 5 ( W ) 8" I E I N = 2 3 2 . 7 4 ( N ) 12 " I E O U T = 2 3 0 . 7 5 ( S ) ST A = 4 + 4 3 . 9 4 ( S S L N - B ) RI M = 2 4 3 . 1 3 SS M H B 4 ST A = 1 2 + 6 4 . 9 7 , 7 . 0 0 ' R (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 0 . 5 1 ( N ) 12 " I E O U T = 2 3 0 . 3 1 ( S W ) ST A = 3 + 6 1 . 2 3 ( S S L N - B ) RI M = 2 4 0 . 3 8 #S S 0 6 D 0 0 3 #S S 0 6 D 0 0 4 #S S 0 6 D 0 0 5 24 6 . 0 8 24 6 . 0 5 24 5 . 8 0 23 0 . 6 4 23 0 . 4 4 0.0038 23 1 . 5 0 23 1 . 1 1 23 0 . 9 6 0.0508 SSMH C1 PLAN 5.64'2.25' 2.17' 30" OUT E IE: 222.79 24" IN W IE: 223.29 8" IN N IE: 230.87 SSMH B1 PLAN 30" OUT S IE: 222.39 30" IN W IE: 222.59 12" IN E IE: 229.17 60" SS C1 RIM: 240.21 72" SS B1 RIM: 240.06 1.95' 2.81' 7.52' Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 8 ) S S - C L E M E N T I N E . d w g - S H E E T : 28 . 1 Ap r . 1 8 , 1 7 - 10 : 2 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 28.1 SW CLEMENTINE ST & SW PUMPKIN VALLEY TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW CLEMENTINE ST - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW CLEMENTINE ST & SW PUMPKIN VALLEY TER - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 22.1 SA T S U M A A V E SE E S H E E T 2 7 . 1 SW PUMPKIN VALLEY TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 64 6+51.20 SSLN-B 38.00 0.2240 251.37 65 6+03.72 SSLN-B 38.00 0.2350 249.51 66*5+66.25 SSLN-B 38.00 0.2250 247.33 67*5+15.20 SSLN-B 38.00 0.1864 243.41 68*4+78.49 SSLN-B 38.00 0.1475 240.17 69 SSMH A1 37.98 0.1753 237.61 70 3+87.23 SSLN-B 37.85 0.1147 236.91 71 2+43.25 SSLN-B 38.00 0.1285 234.77 72 3+37.19 SSLN-B 28.94 0.1267 234.24 73 SSMH B3 22.44 0.1840 234.14 74 2+72.49 SSLN-B 25.39 0.1501 233.99 75 2+22.43 SSLN-B 24.00 0.1629 233.73 76 1+43.09 SSLN-B 38.00 0.1283 234.44 TRACT X 5+48.55 SSLN-B 24.00 0.3900 247.29 TRACT X 6+34.09 SSLN-B 24.00 0.3737 251.01 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. INSTALL 48" SANITARY INSIDE DROP MANHOLE WITH BOWL PER CWS DWG NO. 090. INSTALL 60" SANITARY INSIDE DROP MANHOLE WITH BOWL PER CWS DWG NO. 090. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 1" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 2" WATER SERVICE WITH 1-1/2" WATER METER PER DETAIL 521, SEE SHEET DTL8 AND 2" DOUBLE CHECK ASSEMBLY PER DETAIL 530, SHEET DTL7. INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER FOR IRRIGATION AND POOL SERVICE PER DETAIL 550. SHEET DTL8. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 10+53.15, 17.00' RT. (CLEMENTINE) INSTALL 8" MJ GATE VALVE STA: 9+89.23, 9.00' LT. (CLEMENTINE) STA: 10+43.00, 9.00' LT. (CLEMENTINE) STA: 16+09.55, 9.00' LT. (PUMPKIN VALLEY) INSTALL 8" MJ TEE STA: 10+12.00, 9.00' LT. (CLEMENTINE) STA: 16+32.55, 9.00' LT. (PUMPKIN VALLEY) INSTALL 8" - 45° MJ BEND STA: 12+19.40, 9.00' LT. (CLEMENTINE) INSTALL 8" - 22.5° MJ BEND STA: 11+75.37, 9.00' LT. (CLEMENTINE) STA: 12+67.88, 9.00' LT. (PUMPKIN VALLEY) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 9+93.65, 9.00' LT. (CLEMENTINE) INSTALL SAMPLING STATION PER DETAIL 572, SEE SHEET DTL8. STA: 13+23.96, 25.00' RT. (PUMPKIN VALLEY) 3 4 1 7 5 8 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. 1A GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 3A 12 3B 24 1B 37.4 0.2017 249.7 239.89 222.68 230.59 222.28 239.93 37.7 0.1859 246.8 37.8 0.1963 245.3 38.1 0.1955 242.7 0.1690 239.8 37.7 0.1837 238.0 36.9 0.1266 235.7 2+41.5 0.1136 234.2 29.5 0.1597 235.4 23.2 0.1497 233.8 25.5 0.0857 232.4 5+33.0 22.2 0.4048 245.2 22.6 0.3982 250.3 25.2 10+12.00 204 210 220 230 240 250 260 204 210 220 230 240 250 260 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+50 FINISH GRADE @ SANITARY PIPE CENTERLINE EXISTING GROUND @ SANITARY PIPE CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H A 2 ST A = 1 4 + 1 3 . 5 3 , 1 0 2 . 3 3 ' R (S A B R I N A ) 12 " I E I N = 2 3 2 . 3 1 ( S E ) 12 " I E O U T = 2 3 2 . 1 1 ( W ) ST A = 2 + 5 1 . 1 2 ( S S L N - A ) RI M = 2 5 3 . 6 5 SS M H A 3 ST A = 1 7 + 0 7 . 9 9 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 4 3 . 9 4 ( N ) 12 " I E I N = 2 3 3 . 3 8 ( S ) 8" I E I N = 2 3 5 . 1 7 ( E ) 12 " I E O U T = 2 3 3 . 1 8 ( N W ) ST A = 5 + 4 1 . 5 7 ( S S L N - A ) RI M = 2 5 0 . 6 1 SS M H A 1 ST A = 1 3 + 4 7 . 1 3 , 7 . 0 0 ' R (P U M P K I N V A L L E Y ) 12 " I E I N = 2 3 1 . 3 6 ( E ) 4" I E I N = 2 3 0 . 9 5 ( W ) 8" I E I N = 2 3 2 . 7 4 ( N ) 12 " I E O U T = 2 3 0 . 7 5 ( S ) ST A = 0 + 0 0 . 0 0 ( S S L N - A ) RI M = 2 4 3 . 1 3 290.44 LF 12" (PVC) @ S=0.0030251.12 LF 12" (PVC) @ S=0.0030 CLASS 'A' NATIVE BACKFILL & BEDDING CLASS 'B' GRANULAR BACKFILL & BEDDING #S S 0 6 D 0 0 4 #S S 0 6 D 0 3 7 #S S 0 6 D 0 3 8 23 8 . 6 8 23 5 . 3 6 23 1 . 4 5 23 1 . 1 1 23 0 . 9 6 25 3 . 3 7 S D S D S D S D S D S D S D S D S D SD SD SS SS S S S S S S S S S S S S 12+00 13 + 0 0 14 + 0 0 1 4 + 0 0 1 5 + 0 0 16 + 0 0 17 + 0 0 TRACT T 30 TRACT W 71 69 68 70 73 74 72 SD SSMH K1 SSMH A3 3+00 4 + 0 0 5 + 0 0 SW P U M P K I N V A L L E Y T E R R A C E 0+00 1+00 2+00 3 + 0 0 4 + 0 0 5 + 0 0 SSLN-A SSMH A1 SSMH B4 1 W 1 30.00' SANITARY SEWER EASEMENT 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 SSMH K2 SSMH A2 1 SSMH B3 SSMH B2 SD #SS06D004 #SS06D037 #SS06D038 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 8 ) S S - C L E M E N T I N E . d w g - S H E E T : 28 . 2 Ap r . 1 8 , 1 7 - 10 : 2 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 28.2 SSLN-A SANITARY SEWER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. SANITARY NOTES: SSLN-A - PLAN SCALE: 1" = 40' SABRINA AVE SEE SHEET 22.2 SABRINA AVE SEE SHEET 22.1 PUMPKIN VALLEY TER SEE SHEET 28.1 SSLN-A - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. S D S D S D S D SD SD S D S D SD SD SD SD SD SD SD SD S D SD SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S 1+002+00 3+00 4+00 5+006+007+00 8+0 0 14 + 0 0 15 + 0 0 11 + 0 0 12+ 0 0 58 63 62 61 60 59 TRACT AA 57 55 54 53 52 111 114 110 112 113 50 91 92 51 56 TRACT BB 131 93 94 95 49 130 SSMH C8 SSMH F5 SSMH H3 SSMH F4SSMH F3 SSMH I3SSMH F2 SSMH F1 SSMH B7 SSMH B8 1+ 0 0 2+0 0 3+00 4+00 5+00 6+00 7 + 0 0 S S S S S S S S S S S S S D S D S S 2 (TYP) 1 (TYP) SSLN - F SSLN-F 1.50' PUE 1.50' PUE 1.50' PUE 5 4 6 4 5 3 4 513 1 1 1 1 1 1 9 9 8 W W W W W W W W W W W W W W W W W W W W 2.50' PRIVATE UTILITY EASEMENT W W 1C #SS06D007 #SS06D089 #SS06D008 #SS06D009 #SS06D010 #SS06D011 225 230 240 250 260 270 280 290 300 310 225 230 240 250 260 270 280 290 300 310 0+501+002+003+004+005+006+007+008+009+009+30 139.81 L F 8 " ( P V C ) @ S=0.06 0 8 98.08 LF 8 " ( P V C ) @ S=0.0489 158.91 L F 8 " ( P V C ) @ S=0.0 7 7 4 72.14 L F 8 " ( P V C ) @ S=0 . 1 1 2 3 72.25 L F 8 " ( P V C ) @ S=0.0 7 1 8 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SS M H F 3 ST A = 5 + 6 2 . 9 1 , 7 . 0 0 ' R (A P P L E G R O V E ) 8" I E I N = 2 7 7 . 5 0 ( N ) 8" I E O U T = 2 7 7 . 3 0 ( S ) ST A = 4 + 0 3 . 3 1 ( S S L N - F ) RI M = 2 8 5 . 1 9 SS M H F 5 ST A = 3 + 2 2 . 4 6 , 6 . 2 0 ' R (A P P L E G R O V E ) 8" I E I N = 2 9 1 . 2 0 ( E ) 8" I E O U T = 2 9 1 . 0 0 ( S ) ST A = 6 + 4 1 . 2 0 ( S S L N - F ) RI M = 2 9 9 . 2 3 SS M H F 4 ST A = 4 + 6 2 . 4 1 , 7 . 0 1 ' R (A P P L E G R O V E ) 8" I E I N = 2 8 2 . 5 0 ( N ) 4" I E I N = 2 8 2 . 5 0 ( E ) 8" I E O U T = 2 8 2 . 3 0 ( S ) ST A = 5 + 0 1 . 3 9 ( S S L N - F ) RI M = 2 9 1 . 0 3 SS M H F 2 ST A = 7 + 2 2 . 9 6 , 4 . 7 0 ' R (A P P L E G R O V E ) 8" I E I N = 2 6 5 . 0 0 ( N ) 8" I E O U T = 2 6 4 . 8 0 ( S ) ST A = 2 + 4 4 . 4 0 ( S S L N - F ) RI M = 2 7 2 . 5 2 SS M H F 1 ST A = 7 + 9 6 . 8 6 , 7 . 0 0 ' R (A P P L E G R O V E ) 8" I E I N = 2 5 6 . 7 0 ( N ) 8" I E O U T = 2 5 5 . 0 0 ( S W ) ST A = 1 + 7 2 . 2 5 ( S S L N - F ) RI M = 2 6 3 . 7 3 8" DI W A T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H B 7 ST A = 8 + 6 9 . 1 1 , 7 . 0 0 ' R (A P P L E G R O V E ) 8" I E I N = 2 4 9 . 8 1 ( S E ) 8" I E I N = 2 4 9 . 8 1 ( N E ) 8" I E O U T = 2 4 7 . 8 2 ( W ) ST A = 1 + 0 0 . 0 0 ( S S L N - F ) RI M = 2 6 1 . 3 5 0.64' SD CLR #S S 0 6 D 0 0 7 #S S 0 6 D 0 8 9 #S S 0 6 D 0 0 8 #S S 0 6 D 0 0 9 #S S 0 6 D 0 1 0 #S S 0 6 D 0 1 1 26 1 . 4 7 25 2 . 3 0 24 9 . 4 7 24 7 . 3 7 26 3 . 9 0 25 4 . 8 5 26 4 . 6 3 26 4 . 3 1 27 7 . 2 9 27 6 . 9 9 29 1 . 1 7 28 2 . 1 3 28 2 . 1 2 28 2 . 0 3 29 1 . 0 4 0.105 5 0.0778 0.0675 0.0483 0.0634 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 2 9 ) S S - A P P L E G R O V E . d w g - S H E E T : 29 Ap r . 1 8 , 1 7 - 10 : 2 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 29 SW APPLE GROVE TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW APPLE GROVE TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW APPLE GROVE TER - PLAN SCALE: 1" = 40' AMELIA ST SEE SHEET 25 SAB R I N A A V E SEE S H E E T 2 2 . 1 FOREST HOLLOW ST SEE SHEET 23 FOREST HOLLOW ST SEE SHEET 23 AMELIA ST SEE SHEET 25 GRAN I T A L N SEE S H E E T 3 2 SHAD O W T R A I L S T SEE S H E E T 2 4 S A B R I N A A V E S E E S H E E T 2 2 . 2 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 1" WATER METER FOR IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 3+19.79, 17.00' LT. (APPLE GROVE) INSTALL 8" MJ GATE VALVE STA: 1+38.96, 9.00' LT. (APPLE GROVE) STA: 5+27.96, 9.00' LT. (APPLE GROVE) STA: 8+38.17, 6.51' LT. (APPLE GROVE) INSTALL 8" MJ TEE STA: 1+09.03, 9.00' LT. (APPLE GROVE) STA: 3+41.61, 9.00' LT. (APPLE GROVE) STA: 8+65.89, 9.00' LT. (APPLE GROVE) INSTALL 8" MJ CROSS STA: 5+78.92, 9.00' LT. (APPLE GROVE) INSTALL 8" - 22.50° MJ BEND STA: 2+54.81, 7.67' LT. (APPLE GROVE) INSTALL 8" - 11.25° MJ BEND STA: 2+54.81, 7.67' LT. (APPLE GROVE) STA: 4+17.41, 7.33' LT. (APPLE GROVE) INSTALL WATER METER BANK, 7-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL7. 3 4 1 6 5 8 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 52 5+90.40 SSLN-F 34.94 0.0956 291.42 53*5+56.49 SSLN-F 34.02 0.0936 289.20 54*5+29.73 SSLN-F 36.80 0.0848 287.51 55 SSMH F4 39.30 0.0822 285.73 56 4+66.02 SSLN-F 42.00 0.0911 284.73 57*4+29.84 SSLN-F 43.00 0.1040 283.35 58 3+34.85 SSLN-F 39.06 0.0933 275.98 59*2+99.69 SSLN-F 39.51 0.0809 272.81 60*2+60.06 SSLN-F 38.12 0.0702 269.22 61 2+24.61 SSLN-F 38.40 0.0336 264.20 62*1+83.55 SSLN-F 38.98 0.0387 259.81 63 1+48.80 SSLN-F 38.00 0.0821 256.77 113 5+32.73 SSLN-F 26.08 0.0843 286.77 13 9 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 1C 3+32.5 37.1 0.0616 290.2 35.6 0.0903 289.0 38.8 0.0666 286.6 40.5 0.0756 285.2 43.2 0.0811 284.2 44.1 0.0626 281.7 40.2 0.0789 275.0 41.2 0.0819 272.7 40.0 0.0675 268.9 40.5 0.0458 264.5 1+82.5 42.0 0.0476 260.1 1+50.0 37.0 0.0758 256.3 27.8 0.0944 286.9 SW AUBERGINE TERRACE S D S D S D S D SD SD SD SD SD SD SD SD SD SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 10+0011+0012+0013+0014+00 15+00 16+00 17+ 0 0 1 8 + 0 0 1 9 + 0 0 2+00 179 184 183 182 181 180 TRACT G 174178177176175 TRACT F 169 TRACT E 164 160 30 29 35 57 55 54 53 52 TRACT Z 48 47 46 49 56 TRACT H 162165167168 15726 58 34 62 61 60 59 45 444342414039 31 32 33 38 36 37 166 TRACT D 163 161 TRACT C 159 158 152 TRACT B 156 155 154 153 TRACT A 28 27 172173 170171 SSMH D7 SSMH D6SSMH D5 SSMH D4 SSMH E4 SSMH D3 SSMH D2 SSMH D1 SSMH B9 SSMH B10 S D S D S D S S S S S S SSLN-D 2 (TYP) (TYP) SSLN-D 2 (TYP) 2 (TYP)2 (TYP) 1 + 0 0 2 + 0 0 3+ 0 0 4+00 5+00 6+00 7+00 8+00 9+00 9+69 2 (TYP) 1 (TYP) 1 1513 1C 13 14 14 1 1 1 1 1 1 1 S W A U B E R G I N E T E R R A C E W W W W 15 20 11+0 0 11+4 5 6.00' PUE 6.00' PUE 10.00' PRIVATE UTILITY EASEMENT W W W W W W W W W W W W W W W W W W 3 2 + 0 0 33 + 0 0 34 + 0 0 35+00 36+00 37+00 38+00 39+00 40+00 41+00 17 16 17 16 17 SD SD SD SD SD SD S D SS 13 #SS06D029 #SS06D030 #SS06D031 #SS06D032 #SS06D033 #SS06D034 #SS06D035 #SS06D036 225 230 240 250 260 270 280 290 300 310 320 330 225 230 240 250 260 270 280 290 300 310 320 330 9+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50 344.41 L F 8 " ( P V C ) @ S=0.06 5 2 119.63 LF 8 " ( P V C ) @ S=0.0442 95.28 LF 8 " ( P V C ) @ S=0.06 2 8 88.42 LF 8 " ( P V C ) @ S=0.060 5 83.77 LF 8 " ( P V C ) @ S=0.0509 83.82 LF 8" (P V C ) @ S=0.0375 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE SS M H B 1 0 ST A = 1 3 + 6 2 . 2 1 , 7 . 0 0 ' L (S A B R I N A ) 8" I E I N = 2 5 1 . 5 3 ( N E ) 8" I E O U T = 2 5 1 . 3 3 ( N W ) ST A = 1 1 + 4 5 . 0 9 ( S S L N - B ) RI M = 2 5 9 . 7 0 SS M H D 1 ST A = 1 8 + 4 8 . 7 7 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 5 2 . 1 8 ( N E ) 4" I E I N = 2 5 2 . 1 8 ( N W ) 8" I E O U T = 2 5 1 . 9 8 ( S W ) ST A = 1 + 5 3 . 9 8 ( S S L N - D ) RI M = 2 6 0 . 1 5 SS M H D 2 ST A = 1 7 + 6 2 . 5 1 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 5 6 . 8 1 ( N E ) 8" I E O U T = 2 5 5 . 3 2 ( S W ) ST A = 2 + 3 7 . 8 0 ( S S L N - D ) RI M = 2 6 5 . 6 2 SS M H D 3 ST A = 1 6 + 7 6 . 4 3 , 6 . 1 9 ' R (A U B E R G I N E ) 8" I E I N = 2 6 1 . 2 7 ( N ) 8" I E O U T = 2 6 1 . 0 7 ( S W ) ST A = 3 + 2 1 . 5 7 ( S S L N - D ) RI M = 2 6 9 . 9 5 SS M H D 4 ST A = 1 5 + 8 5 . 5 3 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 6 6 . 8 2 ( N ) 8" I E O U T = 2 6 6 . 6 2 ( S ) ST A = 4 + 0 9 . 9 9 ( S S L N - D ) RI M = 2 7 5 . 6 2 SS M H D 5 ST A = 1 4 + 8 9 . 4 8 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 7 3 . 0 0 ( N ) 8" I E O U T = 2 7 2 . 8 0 ( S ) ST A = 5 + 0 5 . 2 7 ( S S L N - D ) RI M = 2 8 1 . 8 1 SS M H D 6 ST A = 1 3 + 7 0 . 4 6 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 7 8 . 4 9 ( N ) 4" I E I N = 2 7 8 . 4 9 ( E ) 8" I E O U T = 2 7 8 . 2 9 ( S ) ST A = 6 + 2 4 . 9 0 ( S S L N - D ) RI M = 2 8 8 . 3 1 SS M H D 7 ST A = 1 0 + 2 6 . 2 0 , 7 . 0 0 ' R (A U B E R G I N E ) 4" I E I N = 3 0 1 . 1 6 ( E ) 8" I E O U T = 3 0 0 . 9 6 ( S ) ST A = 9 + 6 9 . 3 1 ( S S L N - D ) RI M = 3 1 1 . 6 0 18" DI W A T E R 3.00' MIN COVER CLASS 'B' GRANULAR BACKFILL & BEDDING 53.98 LF 8" (PVC) @ S=0.0084 S = 6.1% S = 6.8% S = 5.9% S = 5.4% S = 7.3% S = 4.2% S = 1.6% S = 0.5% S = 6.3% S = 0.5% 18 I N T E E IE = 2 5 4 . 1 6 19 + 2 6 . 3 8 , 2 . 6 9 ' L ( A U B E R G I N E ) 31 + 8 4 . 1 9 ( W A T E R L I N E ) 11 . 2 5 ° B E N D 0. 0 ° V E R T . D E F L . IE = 2 5 4 . 2 0 19 + 1 2 . 4 7 , 6 . 4 2 ' L ( A U B E R G I N E ) 31 + 9 8 . 5 9 ( W A T E R L I N E ) 11 . 2 5 ° B E N D 0. 7 ° V E R T . D E F L . IE = 2 5 5 . 9 4 18 + 3 8 . 2 9 , 1 1 . 2 4 ' L ( A U B E R G I N E ) 32 + 7 3 . 6 1 ( W A T E R L I N E ) 22 . 5 0 ° B E N D 0. 6 ° V E R T . D E F L . IE = 2 6 0 . 0 9 17 + 7 5 . 5 5 , 1 4 . 6 9 ' L ( A U B E R G I N E ) 33 + 3 9 . 1 6 ( W A T E R L I N E ) 20 I N X 8 I N T E E 0. 1 ° T O T A L D E F L . IE = 2 6 3 . 7 8 17 + 0 6 . 8 4 , 9 . 0 7 ' L ( A U B E R G I N E ) 34 + 1 0 . 7 8 ( W A T E R L I N E ) 11 . 2 5 ° B E N D 0. 4 ° V E R T . D E F L . IE = 2 7 1 . 2 9 15 + 7 7 . 7 5 , 1 0 . 1 3 ' L ( A U B E R G I N E ) 35 + 4 5 . 4 0 ( W A T E R L I N E ) 18 I N X 8 I N T E E 0. 3 ° V E R T . D E F L . IE = 2 8 2 . 6 2 13 + 9 1 . 9 3 , 9 . 0 0 ' L ( A U B E R G I N E ) 37 + 3 1 . 2 5 ( W A T E R L I N E ) 45 . 0 0 ° B E N D 0. 4 ° V E R T . D E F L . IE = 3 0 6 . 6 5 10 + 0 6 . 9 9 , 1 4 . 0 0 ' L (A U B E R G I N E ) 41 + 1 7 . 9 1 ( W A T E R L I N E ) SS M H D 6 ST A = 1 3 + 7 0 . 4 6 , 7 . 0 0 ' R (A U B E R G I N E ) 8" I E I N = 2 7 8 . 4 9 ( N ) 4" I E I N = 2 7 8 . 4 9 ( E ) 8" I E O U T = 2 7 8 . 2 9 ( S ) ST A = 6 + 2 4 . 9 0 ( S S L N - D ) RI M = 2 8 8 . 3 1 22 . 5 0 ° B E N D 0. 6 ° V E R T . D E F L . IE = 2 6 5 . 9 7 16 + 6 3 . 5 6 , 1 4 . 4 4 ' L ( A U B E R G I N E ) 34 + 5 6 . 1 2 ( W A T E R L I N E ) S = 2.1% 45 . 0 0 ° B E N D 1. 8 ° V E R T . D E F L . IE = 3 0 6 . 5 0 10 + 1 1 . 9 7 , 9 . 0 0 ' L (A U B E R G I N E ) 41 + 1 0 . 8 5 ( W A T E R L I N E ) 32 + 5 0 . 1 9 ( W A T E R L I N E ) 18 + 6 0 . 9 8 , 9 . 3 ' ( A U B E R G I N E ) 1. 7 ° V E R T . D E F L . IE = 2 5 5 . 8 9 32 + 2 9 . 8 3 ( W A T E R L I N E ) 18 + 8 1 . 3 4 , 8 . 2 0 ' L ( A U B E R G I N E ) 0. 9 ° V E R T . D E F L . IE = 2 5 6 . 3 4 36 + 0 3 . 4 1 ( W A T E R L I N E ) 15 + 2 0 . 6 6 , 9 . 0 0 ' L ( A U B E R G I N E ) 0. 5 ° V E R T . D E F L IE = 2 7 5 . 1 8 38 + 9 3 . 9 8 ( W A T E R L I N E ) 12 + 2 8 . 8 4 , 9 . 0 0 ' L ( A U B E R G I N E ) 1. 1 ° V E R T . D E F L IE = 2 9 1 . 7 3 40 + 9 0 . 0 6 ( W A T E R L I N E ) 10 + 3 2 . 7 6 , 9 . 0 0 ' L ( A U B E R G I N E ) 1. 8 ° V E R T . D E F L IE = 3 0 5 . 6 5 S = 5.1% NOTE: TYPICAL 20" WATER MAY DEFLECT UP TO 3° APPROXIMATELY 12" PER LENGTH OF TANGENT. #S S 0 6 D 0 2 9 #S S 0 6 D 0 3 0 #S S 0 6 D 0 3 1 #S S 0 6 D 0 3 2 #S S 0 6 D 0 3 3 #S S 0 6 D 0 3 4 #S S 0 6 D 0 3 5 #S S 0 6 D 0 3 6 25 2 . 0 7 25 1 . 9 7 25 1 . 8 6 25 6 . 6 6 25 5 . 1 8 26 0 . 8 7 26 0 . 6 1 26 6 . 6 4 26 6 . 4 7 27 2 . 7 0 27 2 . 5 9 28 8 . 4 8 27 8 . 3 8 27 8 . 3 2 27 8 . 1 8 30 0 . 7 1 0.0371 0.0472 0.0633 0.0624 0.0458 0.0648 0.0061 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 0 ) S S - A U B E R G I N E . d w g - S H E E T : 30 . 1 Ap r . 1 8 , 1 7 - 10 : 2 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 30.1 SW AUBERGINE TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400SW AUBERGINE TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW AUBERGINE TER - PLAN SCALE: 1" = 40' SA B R I N A A V E SE E S H E E T 2 2 . 2 S A B R I N A A V E S E E S H E E T 2 2 . 1 B E A C H P L U M T E R S E E S H E E T 3 1 AMELIA ST SEE SHEET 25 GRANITA LN SEE SHEET 32 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 27 2+28.25 SSLN-D 41.55 0.0200 256.13 28 2+00.72 SSLN-D 43.11 0.0200 255.13 29*1+58.35 SSLN-D 40.95 0.0200 253.50 31*SSMH D1 26.02 0.1064 254.95 32*2+25.25 SSLN-D 24.54 0.1770 259.53 33 2+96.00 SSLN-D 23.94 0.1252 263.1 34 3+62.05 SSLN-D 22.94 0.1224 266.86 35 4+24.95 SSLN-D 24.93 0.1150 270.98 36 4+74.06 SSLN-D 25.65 0.1189 274.31 37*5+14.50 SSLN-D 36.41 0.0854 276.93 38 5+57.69 SSLN-D 37.36 0.1036 279.57 39*6+66.46 SSLN-D 26.30 0.1670 285.94 40*6+89.01 SSLN-D 26.29 0.1507 287.08 41*7+19.09 SSLN-D 26.30 0.1307 288.65 42*7+46.58 SSLN-D 26.30 0.1124 290.08 43*7+78.67 SSLN-D 26.30 0.0883 291.68 44*8+10.61 SSLN-D 26.30 0.0688 293.38 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 152 SSMH D7 40.00 0.1255 306.18 153 9+47.67 SSLN-D 39.98 0.0853 304.53 154 9+32.33 SSLN-D 39.96 0.0828 303.36 155*9+17.00 SSLN-D 39.95 0.0805 302.20 156*9+02.60 SSLN-D 39.93 0.0780 301.10 157*8+68.83 SSLN-D 39.90 0.0726 298.53 158*8+48.50 SSLN-D 39.88 0.0695 296.99 159*8+33.17 SSLN-D 39.86 0.0669 295.82 160*8+17.83 SSLN-D 39.85 0.0646 294.66 161*7+99.75 SSLN-D 39.84 0.0619 293.29 162*7+69.67 SSLN-D 39.80 0.0625 291.22 163*7+49.43 SSLN-D 39.80 0.0678 290.02 164*7+34.00 SSLN-D 39.77 0.0719 289.11 165*7+15.92 SSLN-D 39.74 0.0767 288.04 166*6+85.83 SSLN-D 39.73 0.0849 286.27 167*6+69.42 SSLN-D 39.70 0.0893 285.30 168*6+48.82 SSLN-D 39.69 0.0945 284.07 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 169 6+22.24 SSLN-D 39.91 0.1087 282.81 170 5+91.80 SSLN-D 38.93 0.1044 281.25 171 5+70.04 SSLN-D 38.64 0.1025 280.20 172*5+54.71 SSLN-D 38.67 0.0993 279.41 173*5+39.38 SSLN-D 38.88 0.0927 278.51 174*5+22.61 SSLN-D 39.34 0.0825 277.42 175 4+88.04 SSLN-D 40.11 0.0771 275.25 176 4+67.94 SSLN-D 40.53 0.0753 273.92 177 4+52.90 SSLN-D 41.06 0.0734 272.92 178*4+36.56 SSLN-D 41.41 0.0749 271.96 179*4+21.40 SSLN-D 40.98 0.0782 281.09 180 4+02.72 SSLN-D 41.28 0.0704 269.42 181 3+81.91 SSLN-D 42.85 0.0690 268.21 182 3+66.88 SSLN-D 43.14 0.0694 267.34 183*3+52.78 SSLN-D 42.76 0.0711 266.53 184*3+37.87 SSLN-D 41.68 0.0742 265.68 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 1" WATER METER FOR IRRIGATION PER DETAIL 520, SEE SHEET DTL7. INSTALL 1" WATER SERVICE WITH 3/4" WATER METER IN DRIVEWAY in 24"x36"x12" POLYMER CONCRETE METER BOX PER CITY SPECIFICATIONS AND DETAIL 520, SEE SHEET DTL7. INSTALL 18" MJ BUTTERFLY VALVE STA: 14+19.59, 9.00' LT. (AUBERGINE) STA: 16+81.12, 11.41' LT. (AUBERGINE) STA: 18+61.19, 8.97' LT. (AUBERGINE) INSTALL 18" X 8" MJ TEE STA: 13+91.93, 9.00' LT. (AUBERGINE) STA: 17+06.84, 9.07' LT. (AUBERGINE) INSTALL 18" - 45° MJ BEND STA: 10+06.99, 14.00' LT. (AUBERGINE) 45.1° HORIZ. DEFL. STA: 10+11.97, 9.00' LT. (AUBERGINE) 45.1° HORIZ. DEFL. INSTALL 18" - 22.5° MJ BEND STA: 16+63.56, 14.44' LT. (AUBERGINE) 22.5° HORIZ. DEFL. STA: 17+75.55, 14.69' LT. (AUBERGINE) 20.7° HORIZ. DEFL. INSTALL 18" - 11.25° MJ BEND STA: 15+77.75, 10.13' LT. (AUBERGINE) 11.5° HORIZ. DEFL. STA: 18+38.29, 11.24' LT. (AUBERGINE) 10.3° HORIZ. DEFL. STA: 19+12.47, 6.42' LT. (AUBERGINE) 11.8° HORIZ. DEFL. INSTALL 18" MJ TEE W/ 18" X 8" REDUCER (NORTH) STA: 19+26.38, 2.69' LT. (AUBERGINE) 13 1 2 14 15 20 * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. * NOTE: PROVIDE BACKFLOW PREVENTER DEVICE PER OREGON PLUMBING SPECIALTY CODE. TRACT K SEE SHEET 30.2 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ALL JOINTS ON 18" WATER TRANSMISSION LINE ARE TO BE RESTRAINED. 16 17 1C 40.4 0.1187 259.8 6+65.5 0.0421 271.9 42.6 0.0897 257.8 41.3 0.0623 255.0 25.1 0.1027 254.6 23.2 0.1585 258.6 23.7 0.1761 263.8 23.9 0.0935 265.8 25.7 0.0707 269.6 29.2 0.0883 277.8 0.0014 281.2 26.9 0.0704 284.6 27.0 0.0894 287.1 26.9 0.0653 288.2 26.6 0.0719 290.4 26.0 0.0425 291.7 0.0893 304.7 38.7 0.1025 303.4 37.8 0.0633 299.9 9+01.5 37.9 0.1099 300.6 38.0 0.0967 298.0 38.5 0.0646 293.6 38.3 0.0596 292.2 38.2 0.0696 290.6 38.1 0.0626 289.0 38.2 0.0576 287.8 7+15.0 37.8 38.4 0.0686 284.1 6+48.0 37.6 0.0702 282.7 SSMH D6 38.9 0.0805 281.5 36.7 0.0915 280.2 37.3 0.0727 277.8 38.1 0.0680 277.0 38.5 0.0696 276.3 39.1 0.0852 275.0 39.5 0.0708 273.2 40.8 0.0638 272.1 40.2 0.0700 271.3 40.6 0.0831 270.9 39.2 0.0677 268.8 41.0 0.0750 267.9 42.1 0.0816 41.3 0.0842 41.1 0.0841 265.5 26.1 26.4 6+87.5 37.2 37.1 290 300 310 320 330 340 290 300 310 320 330 340 40+25 41+00 42+0042+25 45 . 0 0 ° E L B O W 0. 9 ° T O T A L D E F L . IE = 3 0 6 . 6 5 10 + 0 6 . 9 9 , 1 4 . 0 0 ' L ( A U B E R G I N E ) 41 + 1 7 . 9 1 ( W A T E R L I N E ) 45 . 0 0 ° E L B O W 1. 5 ° T O T A L D E F L . IE = 3 0 6 . 5 0 10 + 1 1 . 9 7 , 9 . 0 0 ' L ( A U B E R G I N E ) 41 + 1 0 . 8 5 ( W A T E R L I N E ) FINISH GRADE @ WATER CENTERLINE EXISTING GROUND @ WATER CENTERLINE 3.00' MIN COVER S = 0.0% S = 1.6%S = 4.2% S = 7.3% 40 + 9 0 . 0 6 ( W A T E R L I N E ) 10 + 3 2 . 7 6 , 9 . 0 0 ' L ( A U B E R G I N E ) 1. 8 ° V E R T . D E F L IE = 3 0 5 . 6 5 18" DI WATER 10 + 0 0 152 TRACT A SSMH 9 + 6 9 15 1 W W 154 1 + 0 0 42+0042+10 22 X W X W S D Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 0 . 2 ) W T - T R A C T K . d w g - S H E E T : 30 . 2 Ap r . 1 8 , 1 7 - 10 : 2 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 30.2 TRACT K WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 TRACT K - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' TRACT K - PLAN SCALE: 1" = 40' AUBERGINE TER SEE SHEET 30.1 WATER NOTES: INSTALL 18" - 45° MJ BEND STA: 10+06.99, 14.00' LT. (AUBERGINE) 45.1° HORIZ. DEFL. STA: 10+11.97, 9.00' LT. (AUBERGINE) 45.1° HORIZ. DEFL. SEE ROY ROGERS TRANSMISSION WATERLINE PLANS FOR EXTENSION OF THIS WATERLINE. STA: 42+10.09, 0.00' LT. (WATERLINE) 15 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. 2.ALL JOINTS ON 18" WATER TRANSMISSION LINE ARE TO BE RESTRAINED. 22 TR A C T I SD SW BEACH P L U M T E R R A C E S D S D S D S D SD SD SD S S S S S S S S S S S S S S SS SS SS SS SS SS SS 2+00 3+00 4+005+006+007+00 8+00 4+ 0 0 1 7 + 0 0 1 8 + 0 0 184 183 182 181 TRACT N TRACT H209203210 204 211 205TRACT L206207208 2617 24 25 28 27 18 9 15 10 11 12 13 14 16 215 202 201 212 214 213 SSMH E4 SSMH D3 SSMH E3 SSMH D2 SSMH E2 SSMH G11 SSMH G10 SSMH N1 1+002+003+00 4+00 S D S D SD SD 2 (TYP)1 (TYP) 81 11A11 1 4 9 6 3 4 14 12 6.00' PUE 6.00' PUE 6.00' PUE W W W W W W W W W W W W W W SSLN-ESSLN-G R=982.00 R=1280.00 W W SD SD S D S D SD SD W W 3 1 + 0 0 2 + 0 0 2 + 1 6 21 W SS SS SS 4 + 0 0 5+00 6+00 7+00 7+57 1 SSMH G9 SSLN-N 1+00 1+27 W W SD SD SD SD SS 185 190 TRACT J 195200196197198199 194 193 192 191 189 188 187 186 1 SSMH E5SS SS 6.00' PUE 33 4 3 3 3 3 4 #SS06D053 #SS06D052 #SS06D056 #SS06D054 #SS06D042 #SS06D043 #SS06D044 #SS06D045 210 220 230 240 250 260 270 210 220 230 240 250 260 270 0+751+002+003+004+005+006+007+008+009+00 182.12 LF 8" (PVC) @ S=0.0121 107.22 LF 8" (PVC) @ S=0.0200 231.61 LF 1 0 " ( P V C ) @ S=0.0466 26.51 LF 8" (PVC) @ S=0.0283 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE 8" DI WATE R 3.00' MIN COVER SS M H E 4 ST A = 2 + 2 5 . 7 5 , 7 . 0 0 ' R (B E A C H P L U M ) 4" I E I N = 2 6 1 . 2 0 ( N E ) 8" I E I N = 2 6 1 . 2 0 ( N W ) 8" I E O U T = 2 6 1 . 0 0 ( S E ) ST A = 7 + 0 1 . 9 6 ( S S L N - E ) RI M = 2 7 0 . 2 1 SS M H E 3 ST A = 4 + 0 7 . 8 4 , 7 . 0 0 ' R (B E A C H P L U M ) 8" I E I N = 2 5 8 . 8 0 ( N W ) 8" I E O U T = 2 5 8 . 6 0 ( S E ) ST A = 5 + 1 9 . 8 4 ( S S L N - E ) RI M = 2 6 7 . 5 1 SS M H E 2 ST A = 5 + 1 4 . 6 3 , 7 . 0 0 ' R (B E A C H P L U M ) 8" I E I N = 2 5 6 . 4 6 ( N W ) 8" I E O U T = 2 5 6 . 2 6 ( S W ) ST A = 4 + 1 2 . 6 2 ( S S L N - E ) RI M = 2 6 4 . 9 0 SS M H G 1 1 ST A = 5 + 3 6 . 0 1 , 7 . 0 0 ' R (B E A C H P L U M ) 10 " I E I N = 2 5 6 . 2 0 ( N E ) 10 " I E O U T = 2 5 6 . 0 0 ( S E ) ST A = 1 + 0 0 . 0 0 ( S S L N - G ) RI M = 2 6 4 . 0 3 SS M H G 1 0 ST A = 7 + 6 8 . 5 1 , 7 . 0 0 ' R (B E A C H P L U M ) 10 " I E I N = 2 4 5 . 2 0 ( N W ) 4" I E I N = 2 4 5 . 2 0 ( E ) 10 " I E O U T = 2 4 5 . 0 0 ( S ) ST A = 3 + 3 1 . 6 1 ( S S L N - G ) RI M = 2 5 3 . 4 1 SS M H N 1 ST A = 8 + 6 9 . 6 4 , 6 . 8 8 ' R (B E A C H P L U M ) 4" I E I N = 2 4 1 . 9 5 ( N E ) 8" I E O U T = 2 4 1 . 7 5 ( N ) ST A = 1 + 2 6 . 5 1 ( S S L N - N ) RI M = 2 4 8 . 7 8 8" DI WATER 0.61' SD CLR 0.76' SD CLR 0.62' SD CLR 0.63' SD CLR0.90' SD CLR 73.85 LF 1 0 " ( P V C ) @ S=0.054 2 SS M H G 9 ST A = 8 + 4 2 . 9 4 , 7 . 9 2 ' R (B E A C H P L U M ) 8" I E I N = 2 4 1 . 0 0 ( S ) 10 " I E I N = 2 4 1 . 0 0 ( N ) 10 " I E O U T = 2 4 0 . 8 0 ( S W ) ST A = 4 + 0 5 . 4 7 ( S S L N - G ) RI M = 2 4 9 . 9 9 ST A = 1 + 0 0 . 0 0 ( S S L N - N ) SS M H E 5 ST A = 1 + 6 7 . 9 8 , 6 . 6 8 ' R (B E A C H P L U M ) 8" I E O U T = 2 6 2 . 3 0 ( S E ) ST A = 7 + 5 7 . 0 7 ( S S L N - E ) RI M = 2 6 8 . 6 4 55.11 LF 8" (PVC) @ S=0.0200 #S S 0 6 D 0 5 6 #S S 0 6 D 0 5 2 #S S 0 6 D 0 5 3 #S S 0 6 D 0 5 4 #S S 0 6 D 0 4 2 #S S 0 6 D 0 4 3 #S S 0 6 D 0 4 4 #S S 0 6 D 0 4 5 24 5 . 4 1 25 6 . 0 3 25 5 . 8 3 25 6 . 2 7 25 5 . 9 4 25 8 . 4 8 25 8 . 3 8 26 0 . 9 9 26 0 . 9 4 26 0 . 7 5 26 8 . 4 8 26 1 . 4 3 0.0459 0.0197 0.0125 0.0089 24 2 . 2 7 24 1 . 9 3 24 1 . 4 4 24 1 . 4 8 24 1 . 1 0 0.0184 0.0476 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 1 ) S S - B E A C H P L U M . d w g - S H E E T : 31 Ap r . 1 8 , 1 7 - 10 : 2 5 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 31 SW BEACH PLUM TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW BEACH PLUM TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW BEACH PLUM TER - PLAN SCALE: 1" = 40' AU B E R G I N E T E R SE E S H E E T 3 0 . 1 CALABASH TER SEE SHEET 33 HOLLY RIDGE LN SEE SHEET 26 AUBERGINE TER SEE SHEET 30.1 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL SANITARY MANHOLE W/ INSIDE DROP PER CWS DWG NO. 010, SHEET DTL3 AND DWG NO. 090, SHEET DTL6. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. PLUG AND ABANDON IN PLACE REMOVE EXISTING LATERAL IN ORDER TO INSTALL CATCHBASIN SANITARY NOTES: 2 WATER NOTES: INSTALL 1" WATER SERVICE WITH 3/4" WATER METER PER DETAIL 520, SEE SHEET DTL7. NOTE: WATER SERVICES IN CONCRETE WINGS SHALL BE IN 17"X30" ARMORCAST WATER LOADING BOXES. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 542, SEE SHEET DTL7. STA: 8+64.29, 19.00' LT. (BEACH PLUM) STA: 1+43.12, 19.00' LT. (BEACH PLUM) INSTALL 8" MJ GATE VALVE STA: 1+52.12, 9.00' LT. (BEACH PLUM) STA: 4+82.01, 9.00' LT. (BEACH PLUM) STA: 5+59.71, 9.00' LT. (BEACH PLUM) INSTALL 8" MJ CROSS STA: 5+31.08, 9.00' LT. (BEACH PLUM) INSTALL 8" - 22.5° MJ BEND STA: 1+95.92, 13.91' LT. (BEACH PLUM) INSTALL 8" - 11.25° MJ BEND STA: 1+30.59, 9.00' LT. (BEACH PLUM) CAP AND RESTRAIN PER DETAIL 560, SEE SHEET DTL7. STA: 8+66.27, 9.00' LT. (BEACH PLUM) INSTALL 18" X 8" MJ TEE STA: 1+11.37, 3.75' LT. (BEACH PLUM) INSTALL 1" COMBINATION AIR AND VACUUM VALVE PER DETAIL 1, SEE SHEET DTL8. STA: 2+55.13, 8.63' LT. (BEACH PLUM) 3 4 1 6 8 9 12 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 24 5+27.60 SSLN-E 26.49 0.1206 262.16 25 5+86.09 SSLN-E 28.61 0.1281 263.37 26 6+07.61 SSLN-E 28.58 0.1345 263.82 185 7+51.07 SSLN-E 42.98 0.0548 264.70 186 7+30.09 SSLN-E 44.24 0.0502 264.15 187 7+14.46 SSLN-E 43.75 0.0639 264.41 188 SSMH E4 42.16 0.0830 264.70 189 6+80.59 SSLN-E 39.65 0.0997 264.85 190 6+68.46 SSLN-E 38.96 0.1062 264.88 191 6+49.80 SSLN-E 38.14 0.1115 264.76 192 6+29.03 SSLN-E 37.15 0.1110 264.41 193 6+11.71 SSLN-E 39.32 0.1028 264.07 194 6+04.39 SSLN-E 37.25 0.1053 263.87 195 5+70.13 SSLN-E 37.74 0.0958 263.12 196 5+41.18 SSLN-E 40.85 0.8304 262.53 197 5+34.20 SSLN-E 39.20 0.0839 262.34 198 5+07.01 SSLN-E 41.58 0.0811 261.88 199 4+98.85 SSLN-E 39.35 0.0842 261.66 200 4+79.10 SSLN-E 39.03 0.0840 261.23 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 201 1+35.25 SSLN-G 42.86 0.0703 257.62 202 1+55.58 SSLN-G 43.34 0.0610 256.30 203 1+70.91 SSLN-G 43.71 0.0573 255.45 204 1+86.23 SSLN-G 44.08 0.0552 254.66 205 2+01.64 SSLN-G 44.45 0.0605 254.20 206 2+71.98 SSLN-G 45.13 0.0618 251.02 207 2+91.05 SSLN-G 44.56 0.0583 249.94 208 3+06.81 SSLN-G 43.81 0.0601 249.24 209 3+22.83 SSLN-G 42.80 0.0624 248.53 210 SSMH G10 42.25 0.0615 247.80 211 3+60.96 SSLN-G 43.05 0.0683 246.6 212 3+80.77 SSLN-G 43.24 0.0725 245.72 213 3+96.41 SSLN-G 43.12 0.0763 245.03 214 1+06.50 SSLN-N 42.76 0.0699 244.34 215 SSMH N1 41.97 0.0365 243.48 14 1A 21 3 4 6+09.0 27.5 0.1165 263.0 7+55.0 42.7 0.0625 264.3 43.0 0.0729 38.1 0.0779 264.0 39.2 0.0821 263.9 6+67.0 39.3 0.0932 264.1 37.8 0.0921 37.0 0.1103 264.16+30.5 38.4 0.1130 264.1 37.8 0.0869 263.06+05.5 38.1 0.0817 262.4 38.8 0.0767 261.8 39.3 0.0864 42.9 0.0764 256.1 43.5 0.0834 255.0 43.3 0.0739 251.4 42.0 0.0787 250.6 41.2 0.0753 249.7 40.8 0.0796 249.1 0.0589 247.9 42.4 0.0796 247.2 42.6 0.0873 246.6 41.3 0.0718 40.7 0.0849 245.2 38.4 0.0638 244.7 5+26.0 27.4 27.8 39.1 41.3 42.7 S W A P P L E G R O V E T E R R A C E SW AMELIA STREET S D S D S D SD SD S D SD S S S S S S S S S S S S S S S S S S 2+00 3+00 2+ 0 0 3+ 0 0 15+00 16+00 17+00 3 + 0 0 4 + 0 0 5 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 1 4 + 0 0 112 113 50 48 47 46 57 55 54 53 52 49 51 56 45 44 43 42 41 40 39 AL L E Y 1 SD SD SD SD S S S S S S SS SS SS SS SSSSLN-F 2 (TYP) 13 1+00 2+00 2+51 4 + 0 0 5 + 0 0 6 + 0 0 7+00 8+00 8+78 1 SSMH F6 SSMH F5 SSMH F4 SSMH D6SSMH F3 SSMH I3 10.00' PRIVATE UTILITY EASEMENT SW GRANITA LANE SW A U B E R G I N E T E R R A C E W W W W W W W 1 3.00' PUE 3.00' PUE 3.00' PUE 6.00' PUE SD SD SD SD SD S D W W W W W W W W W #SS06D011 #SS06D012 265 270 280 290 300 310 265 270 280 290 300 310 0+75 1+00 2+00 3+00 4+00 236.89 LF 8" PVC @ 0.0139 SS M H F 6 ST A = 3 + 2 8 . 2 4 , 5 . 0 0 ' L (G R A N I T A ) 4" I E I N = 2 9 4 . 6 9 ( N ) 8" I E O U T = 2 9 4 . 4 9 ( W ) ST A = 8 + 7 8 . 0 9 ( S S L N - F ) RI M = 3 0 1 . 8 4 SS M H F 5 ST A = 0 + 9 3 . 8 0 , 1 3 . 5 4 ' L (G R A N I T A ) 8" I E I N = 2 9 1 . 2 0 ( E ) 8" I E O U T = 2 9 1 . 0 0 ( S ) ST A = 6 + 4 1 . 2 0 ( S S L N - F ) RI M = 2 9 9 . 2 3 CLASS 'B' GRANULAR BACKFILL & BEDDING FINISH GRADE @ STREET CENTERLINEEXISTING GROUND @ STREET CENTERLINE #S S 0 6 D 0 1 1 #S S 0 6 D 0 1 2 29 1 . 0 4 0.0134 29 4 . 8 4 29 4 . 2 3 30 1 . 6 4 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 2 ) S S - G R A N I T A . d w g - S H E E T : 32 Ap r . 1 8 , 1 7 - 10 : 2 5 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 32 SW GRANITA LN SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW GRANITA LN - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW GRANITA LN - PLAN SCALE: 1" = 40' AUBERGINE TER SEE SHEET 30 AUBERGINE TER SEE SHEET 30 APPLE GROVE TER SEE SHEET 29 APPLE GROVE TER SEE SHEET 29 SH A D O W T R A I L S T SE E S H E E T 2 4 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 45 SSMH F6 13.00 0.1263 296.33 46 8+44.59 SSLN-F 13.00 0.0408 294.72 47 8+12.59 SSLN-F 13.00 0.0200 293.20 48 7+80.59 SSLN-F 13.00 0.0200 293.37 49 7+48.59 SSLN-F 13.00 0.0525 293.54 50 7+16.59 SSLN-F 13.00 0.0898 293.58 51 6+87.57 SSLN-F 13.00 0.1561 294.04 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL WATER METER BANK, 7-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL7. 13 GENERAL NOTES: 1.ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE NOTED. S D S D S D S D S D S S SS SS SS SS SS SS SS SS SS SS 1+002+003+004+0 0 5+ 0 0 1 2368 45 7 9 15 10 11 12 13 14 16 TRACT N S D S D S D S D S D S D S D SD SD S S S S S S S S S S S S SSLN-M 1 3.00' PUE 3+75 1+002+003+00 3.00' PUE 2 (TYP) SSMH G11 SSMH M1SSMH G8 SSMH G10SSMH N1 10.00' PRIVATE UTILITY EASEMENT 13 SW BEACH PLUM TERRACE SW CALABASH TERRACE SW H O L L Y R I D G E L A N E W W W W W W W W W W W W 2 + 0 0 3 + 0 0 4 + 0 0 SSMH E2 S D S D SD SD SS SS SS SS SS 1 SSMH G9 1 1+002+003+00 4+00 5+ 0 0 6+ 0 0 SS #SS06D050 #SS06D052 #SS06D057 210 220 230 240 250 260 210 220 230 240 250 260 0+251+002+003+004+005+005+25 275.32 LF 8 " ( P V C ) @ S=0.0463 FINISH GRADE @ STREET CENTERLINE EXISTING GROUND @ STREET CENTERLINE CLASS 'B' GRANULAR BACKFILL & BEDDING SS M H M 1 ST A = 1 + 3 1 . 7 9 , 4 . 3 4 ' R (C A L A B A S H ) 8" I E O U T = 2 5 3 . 0 0 ( S E ) ST A = 1 + 0 0 . 0 0 ( S S L N - M ) RI M = 2 6 1 . 6 3 SS M H G 8 ST A = 4 + 0 0 . 1 9 , 1 4 . 6 6 ' R (C A L A B A S H ) 8" I E I N = 2 4 0 . 2 5 ( N W ) 10 " I E I N = 2 4 0 . 2 5 ( N E ) 10 " I E O U T = 2 4 0 . 0 5 ( S W ) ST A = 3 + 7 5 . 3 2 ( S S L N - M ) RI M = 2 5 1 . 8 6 SS M H G 9 ST A = 4 + 9 9 . 5 9 , 2 . 2 5 ' L (C A L A B A S H ) 8" I E I N = 2 4 1 . 0 0 ( S ) 10 " I E I N = 2 4 1 . 0 0 ( N ) 10 " I E O U T = 2 4 0 . 8 0 ( S W ) ST A = 4 + 0 5 . 4 7 ( S S L N - G ) RI M = 2 4 9 . 9 9 106.84 LF 10" (PVC) @ S=0.0051 #S S 0 6 D 0 5 2 #S S 0 6 D 0 5 0 #S S 0 6 D 0 5 1 25 2 . 8 3 23 9 . 4 7 23 9 . 4 7 23 9 . 2 8 0.0532 25 4 . 1 1 24 1 . 4 4 24 1 . 4 8 24 1 . 1 0 0.0152 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 3 ) S S - C A L A B A S H . d w g - S H E E T : 33 . 1 Ap r . 1 8 , 1 7 - 10 : 2 6 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 33.1 SW CALABASH TER SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW CALABASH TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' SW CALABASH TER - PLAN SCALE: 1" = 40' HOLLY RIDGE LN SEE SHEET 26 BE A C H P L U M T E R SE E S H E E T 3 1 SANITARY LATERAL TABLE LOT#STATION LENGTH SLOPE I.E. 1 1+09.12 SSLN-M 13.89 0.2294 255.93 2 1+41.91 SSLN-M 12.93 0.3306 255.50 3 1+85.89 SSLN-M 11.63 0.4300 254.19 4 2+18.98 SSLN-M 10.67 0.4998 252.99 5 2+53.30 SSLN-M 10.57 0.5348 251.72 6 2+87.65 SSLN-M 11.87 0.5032 250.45 7 3+21.91 SSLN-M 14.57 0.4317 249.18 8 3+54.33 SSLN-M 14.80 0.5041 248.85 9 3+51.33 SSLN-M 17.83 0.3933 248.54 10 3+14.11 SSLN-M 18.29 0.3734 250.08 11 2+82.43 SSLN-M 20.46 0.3178 251.22 12 2+50.30 SSLN-M 21.48 0.2865 252.36 13 2+15.53 SSLN-M 21.25 0.2722 253.60 14 1+82.89 SSLN-M 20.29 0.2687 254.78 15 1+44.91 SSLN-M 19.17 0.2526 255.93 16 1+12.06 SSLN-M 18.21 0.2099 256.43 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. INSTALL 4" PVC D-3034 SANITARY SEWER LATERAL @ S=0.0200 MIN. PER CWS DWG NO. 520, SEE SHEET DTL5, AND LATERAL TABLE, THIS SHEET. SANITARY NOTES: 2 WATER NOTES: INSTALL WATER METER BANK, 8-1" WATER SERVICES WITH 3/4" WATER METERS PER DETAIL 520, SEE SHEET DTL7. 13 13.5 0.2879 253.6 3+53.0 19.1 0.3027 246.6 13.4 0.3476 252.6 13.2 0.3985 251.4 13.0 0.4186 249.8 16.5 0.3747 248.7 17.2 0.3955 247.5 18.8 0.3118 248.8 20.8 0.2857 250.62+81.5 22.3 0.2731 22.8 0.2379 21.8 0.2108 254.5 21.1 0.1403 254.9 20.3 0.0914 255.5 207 210 220 230 240 250 260 207 210 220 230 240 250 260 5+506+007+008+009+00 SS M H A 4 ST A = 8 + 9 2 . 5 7 ( S S L N - G ) 10 " I E I N = 2 3 4 . 0 8 ( S E ) 12 " I E I N = 2 3 4 . 0 8 ( S ) 12 " I E O U T = 2 3 3 . 8 8 ( N ) RI M = 2 4 1 . 7 1 SS M H G 5 ST A = 8 + 3 2 . 1 2 ( S S L N - G ) 10 " I E I N = 2 3 4 . 5 8 ( S E ) 10 " I E O U T = 2 3 4 . 3 8 ( N W ) RI M = 2 3 8 . 1 1 SS M H G 6 ST A = 7 + 8 3 . 3 1 ( S S L N - G ) 10 " I E I N = 2 3 5 . 0 3 ( E ) 10 " I E O U T = 2 3 4 . 8 3 ( N W ) RI M = 2 3 8 . 0 0 SS M H G 7 ST A = 6 + 2 9 . 6 0 ( S S L N - G ) 10 " I E I N = 2 3 6 . 0 0 ( N E ) 10 " I E O U T = 2 3 5 . 7 9 ( W ) RI M = 2 4 1 . 4 6 EXISTING GROUND @ PIPE CENTERLINE FINISH GRADE @ PIPE CENTERLINE 153.70 LF 10" (PVC) @ S=0.0050 117.30 LF 10" ( P V C ) @ S=0.0346 48.82 LF 10" (PVC) @ S=0.0050 60.44 LF 10" (PVC) @ S=0.0050 CLASS 'B' GRANULAR BACKFILL & BEDDING CLASS 'A' NATIVE BACKFILL & BEDDING #S S 0 6 D 0 4 6 #S S 0 6 D 0 4 7 #S S 0 6 D 0 4 8 #S S 0 6 D 0 4 9 23 7 . 6 0 23 4 . 3 7 23 4 . 3 5 23 7 . 1 0 23 4 . 6 8 23 4 . 9 9 23 5 . 6 6 23 5 . 6 5 0.0045 0.0127 0.0063 0.0309 SD S D S D S D SS SS S S S S 3 + 0 0 6 8 4 5 7 S D S D S S S S 3 + 0 0 SSMH A4 SSMH A5 W S D S D S D S D S D S D SD S S S S S S S S S S S S 6+00 7+00 8+0 0 8 + 9 3 SSMH G5 SSMH G6 SSMH G7 11 1 1 20.00' EASEMENT 1 8 + 0 0 1 9 + 0 0 20 + 0 0 SSLN-G SD W W #SS06D049 #SS06D048 #SS06D047 #SS06D046 Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 3 ) S S - C A L A B A S H . d w g - S H E E T : 33 . 2 Ap r . 1 8 , 1 7 - 10 : 3 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 33.2 SSLN-G SANITARY SEWER & WATER PLAN & PROFILE SCALE 1 INCH = 40 FEET 40 20 400 SW CALABASH TER - PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 10' 1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010, SEE SHEET DTL3. SANITARY NOTES: SSLN-G - PLAN SCALE: 1" = 40' CA L A B A S H T E R S E E S H E E T 3 3 . 1 SABRINA AVE SEE SHEET 22.2 SABRINA AVE SEE SHEET 22.2 5 3 3 1 5 2 0 9 . 4 9 D R I P L I N E 5 3 3 1 3 2 1 1 . 5 7 D R I P L I N E 5 3 3 0 0 2 2 3 . 6 8 D R I P L I N E 5 3 2 5 4 2 2 9 . 9 9 D R I P L I N E 5 3 1 9 3 2 3 3 . 7 1 D R I P L I N E 5 3 1 9 2 2 3 4 . 3 5 D R I P L I N E 5 3 1 9 1 2 3 6 . 3 0 D R I P L I N E 5 3 1 9 0 2 3 7 . 2 7 D R I P L I N E 5 3 1 8 9 2 3 8 . 2 7 D R I P L I N E 5 3 1 8 8 2 3 7 . 2 3 D R I P L I N E 5 3 1 8 7 2 3 8 . 8 1 D R I P L I N E 5 3 1 8 6 2 3 9 . 9 2 D R I P L I N E 5 3 1 8 5 2 4 0 . 1 8 D R I P L I N E 5 3 1 8 4 2 4 0 . 7 6 D R I P L I N E 5 3 1 8 3 2 4 1 . 7 8 D R I P L I N E 5 3 1 8 2 2 4 1 . 9 0 D R I P L I N E 5 3 1 8 1 2 4 3 . 4 0 D R I P L I N E 5 3 1 8 0 2 4 4 . 4 5 D R I P L I N E 5 3 1 7 9 24 6 . 3 2 D R I P L I N E 5 3 1 7 8 2 4 7 . 1 2 D R I P L I N E 5 3 0 1 4 2 4 8 . 5 5 D R I P L I N E 5 3 0 1 3 2 4 9 . 9 1 D R I P L I N E 5 3 0 1 2 2 5 0 . 6 9 D R I P L I N E 5 3 0 1 1 2 5 0 . 6 2 D R I P L I N E 5 3 0 1 0 2 5 0 . 6 2 D R I P L I N E 5 3 0 0 9 2 5 0 . 4 8 D R I P L I N E 5 3 0 0 8 2 4 7 . 1 8 D R I P L I N E 5 3 0 0 7 2 4 8 . 0 7 D R I P L I N E 5 3 0 0 6 2 4 9 . 4 2 D R I P L I N E 5 3 0 0 5 2 4 9 . 5 2 D R I P L I N E 5 3 0 0 4 2 4 9 . 9 2 D R I P L I N E 5 3 0 0 3 2 4 9 . 5 3 D R I P L I N E 5 3 0 0 2 2 5 0 . 4 7 D R I P L I N E 5 3 0 0 1 2 4 9 . 5 6 D R I P L I N E 5 3 4 6 5 2 2 3 . 4 6 D R I P L I N E 5 3 4 6 0 2 0 4 . 9 8 D R I P L I N E 5 3 4 3 1 2 0 5 . 7 1 D R I P L I N E 5 2 1 2 1 3 0 8 . 1 5 D R I P L I N E 5 2 1 1 9 3 0 4 . 2 8 D R I P L I N E 52 1 1 7 3 1 2 . 9 1 D R I P L I N E 5 2 1 1 5 3 0 7 . 8 2 D R I P L I N E 5 2 1 1 3 3 0 3 . 1 3 D R I P L I N E 5 2 1 1 1 3 0 6 . 4 7 D R I P L I N E 5 2 1 0 9 30 5 . 1 2 D R I P L I N E X X X X X X X X X X X X X X X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X X X X X X X X X XX X X X X X X 137 136 135 125 124 123 TRACT W 104 121 111 107 114 118 110 106 115 119 109 105 116 120 112 108 113 117 50 48 47 46 96 91 92 102 101 100 98 97 82 837678798081 138 129 137 127 136 126 135 125 134 124 133 123 132 122 131 71 69 68 67 66 65 64 93 94 95 90 89 88 86 85 9987 128 49 130 70 77 73 74 75 TRACT V 72 144 151 145 146 139 147 140 148 141 TRACT BB 142 149 143 150 TRACT H 209 203 210 204 211 205 162 TRACT L 165 206 167 207 168 208 157 19 26 20 21 22 23 58 34 63 62 61 60 59 45 444342414039 17 24 25 31 32 33 383637 166 TRACT D 163 161 TRACT C 159158 152 TRACT B 156155154153 TRACT A 212214213 1 2 3 6 28 27 18 8 4 5 7 9 15 10 11 12 13 14 16 172173 170171 215 202 201 179184183182181180 TRACT G 174178177176175 TRACT F 169 TRACT E 164 160 30 29 35 TRACT AA 57 55 54 53 52 51 56 10384 TRACT N 102 105 104 103 106 100 101 EXISTING SIGNIFICANT TREE GROVE DRIP LINE SEE SHEET 35 FOR STAND 2 DETAIL AND TREE NUMBERS EXISTING WETLAND BOUNDARY SW ROY ROGERS RD S W S C H O L L S F E R R Y R D LAND USE ZONE BOUNDARY ZONE R-12 ZONE R-7 PROPOSED WETLAND MITIGATION STAND 1 601 T05 T03 T04 602 603 604 605 T06 TREE PROTECTION FENCING PER DETAIL, THIS SHEET ORANGE SEDIMENT FENCE FABRIC TO BE USED AROUND RESOURCE AREAS TRACT U TRACT S TRACT O TRACT X TRACT T TRACT U TRACT T 1 INCH = 100 FEET 100 50 100 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) 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 I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. MORGAN HOLEN ISA CERTIFIED ARBORIST PN-6145A DATE: NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 4 ) T R E E . d w g - S H E E T : PL A N Ap r . 1 8 , 1 7 - 10 : 3 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 FENCES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION! DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) 1 TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET NOTE: NOTIFY MORGAN HOLEN & ASSOCIATES BEFORE CONDUCTING ANY WORK WITHIN THE CRITICAL ROOT ZONE OF TREES PROPOSED TO REMAIN. 5' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS 603 34 TREE PRESERVATION AND REMOVAL PLAN A.TREE PROTECTION SPECIFICATIONS 1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. ¬ 2.PROTECTION FENCING. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING AS APPROVED BY THE PROJECT ARBORIST, SEE TREE PROTECTION DETAIL THIS SHEET. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ..¬ 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE TREES RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. 5.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. 6.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST.¬ 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. 9.POST CLEARING EVALUATION. THE PROJECT ARBORIST SHALL VISIT THE SITE AT THE TIME OF CLEARING TO RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE CITY'S REVIEW AND APPROVAL. 10.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES. 53315 209.49 DRIPLINE 53313211.57 DRIPLINE 53300 223.68 DRIPLINE 53254 229.99 DRIPLINE 53193 233.71 DRIPLINE 53192 234.35 DRIPLINE 53191 236.30 DRIPLINE 53190 237.27 DRIPLINE 53189 238.27 DRIPLINE 53465 223.46 DRIPLINE 53460 204.98 DRIPLINE 53431205.71 DRIPLINE EXISTING SIGNIFICANT TREE GROVE DRIP LINE EXISTING WETLAND EXISTING VEGETATED CORRIDOR LIMITS EXISTING WETLAND X X XX X X X X X X X X TREE PROTECTION FENCING PER DETAIL 1 SHEET 34 ORANGE SEDIMENT FENCE FABRIC TO BE USED AROUND RESOURCE AREAS TRACT U TRACT T 53190 237.27 DRIPLINE 53189 238.27 DRIPLINE 53188 237.23 DRIPLINE 53187 238.81 DRIPLINE 53186 239.92 DRIPLINE 53185 240.18 DRIPLINE 53184 240.76 DRIPLINE 53183 241.78 DRIPLINE 53182 241.90 DRIPLINE 53181 243.40 DRIPLINE 53180 244.45 DRIPLINE 53179 246.32 DRIPLINE 53178 247.12 DRIPLINE 53014 248.55 DRIPLINE 53013 249.91 DRIPLINE 53012 250.69 DRIPLINE 53011 250.62 DRIPLINE 53010 250.62 DRIPLINE 53009 250.48 DRIPLINE 53008 247.18 DRIPLINE 53007 248.07 DRIPLINE 53006 249.42 DRIPLINE 53005 249.52 DRIPLINE 53004 249.92 DRIPLINE 53003 249.53 DRIPLINE 53002 250.47 DRIPLINE 53001 249.56 DRIPLINE EXISTING SIGNIFICANT TREE GROVE DRIP LINE EXISTING WETLAND EXISTING VEGETATED CORRIDOR LIMITS XX XX XX XX XX XX XX XX XX X X XX XX X X X X X X X X X X TREE PROTECTION FENCING PER DETAIL 1 SHEET 12.1 INSTALL CONSTRUCTION FENCING AROUND WETLAND PERIMETER, TYP. 6 8 7 9 215 TRACT S TRACT O 1 INCH = 30 FEET 30 15 30 SCALE 0 EXISTING TREE TO BE REMOVED LEGEND DECIDUOUS CONIFEROUS WETLAND DRAINAGEWAY TREE TYPE/DBH/NUMBER (REFER TO "ATTACHMENT A: EXISTING TREE INVENTORY DATA" FOR TREE DETAILS) EXISTING TREE TO BE RETAINED WITH TREE PROTECTION FENCING PER DTL 1, THIS SHEET I, MORGAN HOLEN, ATTEST THAT THIS TREE PRESERVATION AND REMOVAL PLAN MEETS THE REQUIREMENTS IN SECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. MORGAN HOLEN ISA CERTIFIED ARBORIST PN-6145A DATE: 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! Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 4 ) T R E E . d w g - S H E E T : DE T A I L Ap r . 1 8 , 1 7 - 10 : 3 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 MA T C H L I N E - S T A N D 2 E A S T TH I S S H E E T MA T C H L I N E - S T A N D 2 W E S T TH I S S H E E T A.TREE PROTECTION SPECIFICATIONS 1.TREE PROTECTION ZONE. THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ZONE (TPZ). WHERE FEASIBLE, THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF PROTECTED TREES AS A MINIMUM. IF INFRASTRUCTURE MUST BE INSTALLED CLOSER TO THE TREES, THE TPZ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES THAT THE TREES WILL NOT BE UNDULY DAMAGED. THE LOCATION OF THE TPZ SHALL BE SHOWN ON CONSTRUCTION DRAWINGS. ¬ 2.PROTECTION FENCING. PROTECTION FENCING. ALL TREES TO BE RETAINED SHALL BE PROTECTED BY FENCING AS APPROVED BY THE PROJECT ARBORIST, SEE TREE PROTECTION DETAIL THIS SHEET. PROTECTION FENCING SHALL BE SECURED TO STEEL POSTS PLACED NO FURTHER THAN 8-FEET APART AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ..¬ 3.PRECONSTRUCTION CONFERENCE. THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 4.PRUNING. THE PROJECT ARBORIST CAN HELP IDENTIFY IF AND WHERE PRUNING IS NECESSARY ONCE TREES RECOMMENDED FOR REMOVAL HAVE BEEN REMOVED AND THE SITE IS STAKED AND PREPARED FOR CONSTRUCTION. PRUNING SHALL BE PERFORMED BY A QUALIFIED TREE SERVICE. 5.TREE PROTECTION ZONE MAINTENANCE. THE PROTECTION FENCING SHALL NOT BE MOVED, REMOVED, OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT ARBORIST. 6.STORAGE OF MATERIAL OR EQUIPMENT. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE TPZ. 7.EXCAVATION. EXCAVATION WITHIN THE TPZ SHALL BE AVOIDED IF ALTERNATIVES ARE AVAILABLE. IF EXCAVATION WITHIN THE TPZ IN UNAVOIDABLE, THE PROJECT ARBORIST SHALL EVALUATE THE PROPOSED EXCAVATION TO DETERMINE METHODS TO MINIMIZE IMPACTS TO TREES. ALL CONSTRUCTION WITHIN THE TPZ SHALL BE UNDER THE ON-SITE TECHNICAL SUPERVISION OF THE PROJECT ARBORIST.¬ 8.TREE PROTECTION INSPECTION. THE PROJECT ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO CONSTRUCTION, MONITOR TREE PROTECTION MEASURES REGULARLY, AND PROVIDE BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OF ACTIVE CONSTRUCTION. 9.POST CLEARING EVALUATION. THE PROJECT ARBORIST SHALL VISIT THE SITE AT THE TIME OF CLEARING TO RE-ASSESS TREES PLANNED FOR PRESERVATION IN TERMS OF GENERAL CONDITION AND POTENTIAL RISK. IF TREES ARE FOUND TO BE HAZARDOUS, THE PROJECT ARBORIST SHALL UPDATE THE URBAN FORESTRY PLAN FOR THE CITY'S REVIEW AND APPROVAL. 10.FINAL REPORT. AFTER THE PROJECT HAS BEEN COMPLETED, THE PROJECT ARBORIST SHALL PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND PROTECT THE REMAINING TREES. 35 TREE PRESERVATION AND REMOVAL PLAN STAND 2 NOTES: 1.COORDINATE WITH PROJECT ARBORIST PRIOR TO REMOVING OR MOVING TREE PROTECTION MEASURES TO SUPERVISE CONSTRUCTION IN PROTECTION ZONE. 2.REFER TO URBAN FORESTRY PLAN PREPARED BY MORGAN HOLEN & ASSOCIATES FOR CANOPY RADIUS DIMENSIONS. 3.SEE SHEET 3 FOR EXISTING CONDITIONS AND TAX MAP INFORMATION. 4.SEE SHEETS 5.1-5.3 FOR THE PROPOSED GRADING PLAN AND RETAINING WALL LOCATIONS. 5.SEE SHEETS L1.01 -L3.05 FOR LANDSCAPE PLAN. DRIP LINE CRITICAL ROOT ZONE (NOT TO SCALE) 1 TREE PROTECTION DETAIL 8' TYP TO BE PROTECTED FENCE SHALL IDEALLY BE LOCATED AT THE OUTER PERIMETER OF THE CRITICAL ROOT ZONE. SEE TREE PROTECTION PLAN THIS SHEET 5' CHAIN LINK FENCING. 2" MESH CHAIN LINK SECURED TO 1-1/2" DIA STEEL OR ALUMINUM POSTS S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D 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 C SD SD SD SD INSTALL 6" WYE IE=248.98 24 0 2 4 5 2 5 0 2 5 5 239 24 1 242 24 3 2 4 4 2 4 6 2 4 7 2 4 8 2 4 9 2 5 1 2 5 2 2 5 3 2 5 4 2 5 6 2 5 7 2 5 8 26 0 25 6 257 258 259 261 245 250 255 242 243 244 246 2 4 7 2 4 8 249 25 1 25 2 25 3 25 4 256257 26 0 2 5 6 25 7 25 8 2 5 9 26 1 245 250 255 241 242 243 244 246 247 248 249 251 252 253 254 256 257 TRACT X TRACT W SW P U M P K I N V A L L E Y T E R R A C E S W S A B R I N A A V E N U E INSTALL 6" WYE IE=252.02 INSTALL 6" CLEANOUT. RIM=255.68 IE=253.50 INSTALL NDS CATCH BASIN. RIM=254.57 IE=252.07 INSTALL 6" WYE IE=250.98 6"-11.25° BEND INSTALL 6" WYE IE=253.50 55 . 2 9 L F 6 " ( P V C ) @ S = 0 . 0 3 3 3 49.41 LF 6" (PVC) @ S=0.0170 7 6 . 5 0 L F 6 " ( P V C ) @ S = 0 . 0 1 9 9 5 2 . 4 0 L F 6 " ( P V C ) @ S = 0 . 0 1 9 9 81.93 LF 6" (PVC) @ S=0.0100 7 9 . 4 5 L F 6 " ( P V C ) @ S = 0 . 0 4 0 3 INSTALL NDS CATCH BASIN. RIM=258.39 IE=254.54 INSTALL NDS CATCH BASIN. RIM=255.50 IE=251.23 INSTALL NDS CATCH BASIN. RIM=255.35 IE=252.85 INSTALL NDS CATCH BASIN. RIM=253.48 IE=249.80 EX. SDMH 3A 6" IE IN=247.80 INSTALL NDS CATCH BASIN. RIM=255.76 IE=251.00 INSTALL NDS CATCH BASIN. RIM=244.63 IE=242.13 INSTALL NDS CATCH BASIN. RIM=240.96 IE=238.46 EX. SDMH 3C 6" IE IN=235.39 35. 4 5 L F 6 " ( P V C ) @ S = 0 . 0 8 6 6 EX. SDCI 3B.2 6" IE IN=241.0018 . 3 1 L F 6 " ( P V C ) @ S = 0 . 0 6 1 7 DRAINAGE SWALE, SEE DETAIL THIS SHEET DRAINAGE SWALE, SEE DETAIL THIS SHEET DRAINAGE SWALE, SEE DETAIL THIS SHEET 14.86 LF 6" (PVC) @ S=0.0170 INSTALL NDS CATCH BASIN. RIM=242.39 IE=239.89 12.6 6 L F 6 " ( P V C ) @ S=0 . 4 7 6 7 INSTALL INSERTA-TEE IE=233.86 3/4" PEX-a LINE SD SD SD SD S S SS SS SS S D S D SS SS S D S S SD B F SS SD SD S D SD SD SD SD 1" IRRIGATION METER Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( 3 6 ) S D - P A R K . d w g - S H E E T : 30 . 2 Ap r . 1 8 , 1 7 - 10 : 3 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION KEY MAP SA B R I N A A V E RO Y R O G E R S R D HOLL Y R I D G E L N B E A C H P L U M T E R CLEMENTINE ST PU M P K I N V A L L E Y T E R AU B E R G I N E T E R SA T S U M A A V E AMELIA ST SHADOW TRAIL ST FOREST HOLLOW ST AP P L E G R O V E T E R C A L A B A S H T E R GRANITA LN SCHOLLS FERRY RD 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 36 PARK STORM DRAINAGE PLAN SCALE 1 INCH = 20 FEET 20 10 200 NOTES: 1.ALL PRIVATE STORM LINE TO BE PVC SCHEDULE 40 UNLESS OTHERWISE NOTED. 2.DRINKING FOUNTAIN SUPPLY TO USE PEX-a POTABLE WATER DISTRIBUTION. ALL COMPONENTS AND FITTING MUST BE LEAD-FREE PRODUCTS PER STATE CODE AND REGULATIONS. BASE WIDTH=1' MAX. FLOW DEPTH = 8"1 3 MAX FINAL GRADE MAX. FLOW WIDTH=5.0' NTS (TYPICAL CROSS SECTION) DRAINAGE SWALE NATIVE GROUND 19+0 0 1 4 + 0 0 S W S A B R I N A A V E N U E SW A U B E R G I N E T E R R A C E 2 5 9 . 2 6 P C 2 5 9 . 0 6 ( L P ) 1 / 4 25 9 . 2 2 1/ 2 259 . 4 2 3/4 259.6 7 PT 258.52 PC 258.581/4 258.6 2 (HP) 1 / 2 25 8 . 6 6 3/ 4 2 5 8 . 7 1 P T C3 C4 2 . 5 0 % 2 . 5 0 % 2.50% 2.50% 2 . 2 % FL 259.12 FL 259.21 SW 259.47 SW 259.55 8 . 0 % SW 259.57 SW 259.62 SW 259.55 6 . 4 % SW 259.96 4.4% SW 260.37 7 . 4 % FL 258.69 FL 258.66 FL 258.56 FL 258.52 SW 259.01 SW 259.09 SW 259.17 SW 259.08 SW 259.41 7 . 2 % 8 . 0 % 1.7 % 0. 3 % 8. 0 % SW 259.06 SW 259.04 SW 258.96 SW 258.96 8.0% 1.3 % FL 258.30 SW 259.00 0 . 4 % SW 259.03 1 . 9 % SW 258.98 17 + 0 0 SW S A B R I N A A V E N U E 2.50% SW HOLLY RIDGE LA N E 2 . 5 0 % 2 . 5 0 % 2.50% 5. 2 % 5. 6 % 247.65PC 248. 1 1 1/4 2 4 8 . 5 3 1 / 2 2 4 8 . 8 5 3 / 4 2 4 9 . 0 4 P T 2 4 9 . 7 4 P C 24 9 . 9 5 1/ 4 250 . 4 7 1/2 252.0 1 3/4 252.01PT C1 C2 GB 250.58 SW 250.48 FL 249.98 FL 250.08 8. 0 % SW 250.45 GB 250.00 SW 250.55 SW 250.63 SW 250.61 1.3% 1 . 9 % 8 . 3 % FL 248.95 FL 248.85 SW 249.03 SW 249.99 2 . 5 % FL 247.90 FL 247.65 SW 249.08 SW 248.99 SW 248.19 SW 248.15 SW 248.13 SW 248.05 SW 248.15 8.0% 4.6% 8.1 % 1.8% 1.9% 1 . 6 % SW 248.10 FL 247.40 1. 0 % 6.8% SW 249.89 SW 251.54 CURB RETURN TABLE CURVE C1 C2 C3 C4 LENGTH 41.45' 37.09' 42.58' 32.72' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 95°00'00" 85°00'00" 97°34'53" 75°00'00" CHORD 36.86' 33.78' 37.62' 30.44' BEARING N47°21'15"W N42°38'45"E N76°37'29"W N17°05'04"E START STATION END STATION 17+54.30, 18.00' L (SABRINA) 16+76.00, 18.00' L (SABRINA) 14+08.56, 18.00' L (SABRINA) 13+29.93, 18.00' L (SABRINA)18+60.96, 16.00' R (AUBERGINE) 18+79.71, 16.00' L (AUBERGINE) 1+46.58, 14.00' L (HOLLY RIDGE) 1+39.75, 14.00' R (HOLLY RIDGE) 245 250 260 245 250 260 0+30 1+00 1+10 PV I S T A = 0 + 6 8 . 5 4 ( 1 / 2 ) EL E V = 2 4 8 . 5 3 T. O . C . = 2 4 9 . 0 3 PV I S T A = 0 + 7 7 . 8 2 ( 3 / 4 ) EL E V = 2 4 8 . 8 5 T. O . C . = 2 4 9 . 3 5 PV I S T A = 0 + 8 7 . 0 9 ( P T ) EL E V = 2 4 9 . 0 4 T. O . C . = 2 4 9 . 5 4 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 4 7 . 6 5 T. O . C . = 2 4 8 . 1 5 PV I S T A = 0 + 5 9 . 2 7 ( 1 / 4 ) EL E V = 2 4 8 . 1 1 T. O . C . = 2 4 8 . 6 1 SW SABRINA A V E N U E SW HOLLY RIDG E L A N E FINISHED GROUND @ GUTTER 4.49%3.50%2.00% 5.00% 5.60% 5.00% 245 250 260 245 250 260 0+301+001+10 PV I S T A = 0 + 7 0 . 7 3 ( 1 / 2 ) EL E V = 2 5 0 . 4 7 T. O . C . = 2 5 0 . 9 7 PV I S T A = 0 + 8 1 . 0 9 ( 3 / 4 ) EL E V = 2 5 1 . 1 9 T. O . C . = 2 5 1 . 6 9 PV I S T A = 0 + 9 1 . 4 5 ( P T ) EL E V = 2 5 2 . 0 1 T. O . C . = 2 5 2 . 5 1 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 4 9 . 7 4 T. O . C . = 2 5 0 . 2 4 PV I S T A = 0 + 6 0 . 3 6 ( 1 / 4 ) EL E V = 2 4 9 . 9 5 T. O . C . = 2 5 0 . 4 5 SW SABRINA A V E N U E SW HOLLY RIDGE LANE FINISHED GROUND @ GUTTER 5.00% 7.00% 7.86% -2.36% 5.20% 2.00% 255 260 270 255 260 270 0+30 1+00 1+10 PV I S T A = 0 + 6 6 . 3 6 ( 1 / 2 ) EL E V = 2 5 8 . 6 2 T. O . C . = 2 5 9 . 1 2 PV I S T A = 0 + 7 4 . 5 4 ( 3 / 4 ) EL E V = 2 5 8 . 6 6 T. O . C . = 2 5 9 . 1 6 PV I S T A = 0 + 8 2 . 7 2 ( P T ) EL E V = 2 5 8 . 7 1 T. O . C . = 2 5 9 . 2 1 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 8 . 5 2 T. O . C . = 2 5 9 . 0 2 PV I S T A = 0 + 5 8 . 1 8 ( 1 / 4 ) EL E V = 2 5 8 . 5 8 T. O . C . = 2 5 9 . 0 8 SW SABRINA AVENUE SW AUBERGINE TERRACE FINISHED GROUND @ GUTTER 0.50%0.50%0.50%0.50% 2.20%0.71% 255 260 270 255 260 270 0+301+001+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 9 . 2 6 T. O . C . = 2 5 9 . 7 6 PV I S T A = 0 + 9 2 . 5 1 ( P T ) EL E V = 2 5 9 . 6 7 T. O . C . = 2 6 0 . 1 7 PV I S T A = 0 + 6 0 . 5 7 ( 1 / 4 ) ( L P ) EL E V = 2 5 9 . 0 6 T. O . C . = 2 5 9 . 5 6 PV I S T A = 0 + 7 1 . 2 2 ( 1 / 2 ) EL E V = 2 5 9 . 2 2 T. O . C . = 2 5 9 . 7 2 PV I S T A = 0 + 8 1 . 8 6 ( 3 / 4 ) EL E V = 2 5 9 . 4 2 T. O . C . = 2 5 9 . 9 2 SW SABRINA AVENUE SW AUBERGINE TERR A C E FINISHED GROUND @ GUTTER -3.50%2.26%1.00% -1.85%1.51%1.92% Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 1 ) C U R B . d w g - S H E E T : CR 1 Ap r . 1 8 , 1 7 - 10 : 3 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR1 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 1 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 3 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 2 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 4 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 16 + 0 0 9+00 10+00 SW P U M P K I N V A L L E Y T E R R A C E SW SABRINA AVENUE 257.43PC 257 . 5 1 1/4 2 5 7 . 9 0 1 / 2 2 5 8 . 5 5 3 / 4 2 5 8 . 9 4 P T 25 7 . 7 2 PC 25 7 . 8 7 (H P ) 1 / 4 25 7 . 7 9 1/2 257.6 2 3/4 257.43PT C7 C8 2.50%2.50% 2. 5 0 % 2. 5 0 % FL 257.72 1.54%1.54% 2. 0 0 % 2. 0 0 % FL 257.80 SW 258.12 SW 258.22 SW 258.28 SW 258.38 5.33% SW 258.12 SW 258.22 2. 0 0 % 8. 0 0 % FL 257.43 FL 257.53 SW 257.83 SW 257.83 SW 257.93 SW 257.93 SW 257.97 SW 258.07 2 . 3 0 % 2.00%8.00% 4. 6 6 % FL 257.43 FL 257.53 FL 257.83 SW 257.83 SW 257.93 SW 257.93 2.00%8.00% SW 257.97 SW 258.07 4. 6 6 % 8.00 % SW 259.19 SW 259.09 11.57% SW 259.67 SW 259.57 11+ 0 0 1 2 + 0 0 SW A P P L E G R O V E T E R R A C E S W S A B R I N A A V E N U E 261 . 1 3 PC 261. 1 9 (HP ) 1 / 4 261.15 1/2 261.103/4 261 . 0 6 PT 261 . 0 3 PC 2 6 1 . 0 8 1 / 4 2 6 1 . 0 5 3 / 4 26 0 . 9 0 PT C5 C6 2.5 0 % 2.5 0 % 2.5 0 % 2.5 0 % 3.3 0 % 3.3 3 % FL 260.98 FL 260.90 1.1 0 % SW 261.30 SW 261.46 2. 0 0 % 5.3 3 % SW 261.56 SW 261.40 SW 261.30 SW 261.40 8. 0 0 % 2 6 1 . 1 2 ( H P ) 1 / 2 FL 261.05 FL 261.08 SW 261.63 SW 261.73 SW 261.45SW 261.55 SW 261.45 SW 261.55 2. 0 0 % 8. 0 0 % 7.2 0 % 1.61% FL 261.06 FL 261.09 261 . 0 3 LP SW 261.63 SW 261.46 SW 261.56 SW 261.56 SW 261.25 SW 261.35 4 . 2 0 % 2.0 0 % 8.0 0 % 3.2 4 % SW 261.46 255 260 270 255 260 270 0+301+001+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 1 . 1 3 T. O . C . = 2 6 1 . 6 3 PV I S T A = 0 + 5 8 . 7 4 ( 1 / 4 ) H P EL E V = 2 6 1 . 1 9 T. O . C . = 2 6 1 . 6 9 PV I S T A = 0 + 6 7 . 4 8 ( 1 / 2 ) EL E V = 2 6 1 . 1 5 T. O . C . = 2 6 1 . 6 5 PV I S T A = 0 + 7 6 . 2 2 ( 3 / 4 ) EL E V = 2 6 1 . 1 0 T. O . C . = 2 6 1 . 6 0 PV I S T A = 0 + 8 4 . 9 6 ( P T ) EL E V = 2 6 1 . 0 6 T. O . C . = 2 6 1 . 5 6 PV I S T A = 0 + 9 0 . 2 0 ( L P ) EL E V = 2 6 1 . 0 3 T. O . C . = 2 6 1 . 5 3 SW SABRINA AVENUE SW APPLE GROVE TER R A C E FINISHED GROUND @ GUTTER 0.50%0.76%-0.50%-0.50%-0.50%-0.50%3.30% 260 270 260 270 0+301+001+10 PV I S T A = 0 + 5 9 . 5 8 ( 1 / 4 ) EL E V = 2 6 1 . 0 8 T. O . C . = 2 6 1 . 5 8 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 1 . 0 3 T. O . C . = 2 6 1 . 5 3 PV I S T A = 0 + 6 9 . 1 6 ( 1 / 2 ) H P EL E V = 2 6 1 . 1 2 T. O . C . = 2 6 1 . 6 2 PV I S T A = 0 + 7 8 . 7 4 ( 3 / 4 ) EL E V = 2 6 1 . 0 5 T. O . C . = 2 6 1 . 5 5 PV I S T A = 0 + 8 8 . 3 2 ( P T ) EL E V = 2 6 0 . 9 0 T. O . C . = 2 6 1 . 4 0 SW APPLE GROVE TERRAC E SW SABRINA AVENUE FINISHED GROUND @ GUTTER 0.50%-3.30%0.50%-0.75%-1.59%-1.10% 255 260 270 255 260 270 0+30 1+00 1+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 7 . 4 3 T. O . C . = 2 5 7 . 9 3 PV I S T A = 0 + 5 9 . 9 9 ( 1 / 4 ) EL E V = 2 5 7 . 6 3 T. O . C . = 2 5 8 . 1 3 PV I S T A = 0 + 6 9 . 9 8 ( 1 / 2 ) EL E V = 2 5 8 . 0 2 T. O . C . = 2 5 8 . 5 2 PV I S T A = 0 + 7 9 . 9 7 ( 3 / 4 ) EL E V = 2 5 8 . 5 5 T. O . C . = 2 5 9 . 0 5 PV I S T A = 0 + 8 9 . 9 6 ( P T ) EL E V = 2 5 8 . 9 4 T. O . C . = 2 5 9 . 4 4 SW SABRINA AVENUE SW PUMPKIN VALLEY TERRACE FINISHED GROUND @ GUTTER 2.00%2.00%4.00%5.21% 3.98%1.54% 255 260 270 255 260 270 0+30 1+00 1+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 7 . 7 2 T. O . C . = 2 5 8 . 2 2 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) H P EL E V = 2 5 7 . 8 7 T. O . C . = 2 5 8 . 3 7 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 2 5 7 . 7 9 T. O . C . = 2 5 8 . 2 9 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 5 7 . 6 2 T. O . C . = 2 5 8 . 1 2 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 5 7 . 4 3 T. O . C . = 2 5 7 . 9 3 SW PUMPKIN VALLEY TERRACE SW SABRINA AVENUE FINISHED GROUND @ GUTTER 1.54%1.54%-0.79%-1.72%-2.00%-2.00% CURB RETURN TABLE CURVE C5 C6 C7 C8 LENGTH 38.32' 34.96' 39.27' 39.96' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 87°48'57" 80°07'16" 90°00'00" 91°34'31" CHORD 34.68' 32.18' 35.36' 35.84' BEARING S70°02'57"W N13°55'10"W S44°51'15"E S45°56'01"W START STATION END STATION 11+79.80, 18.00' L (SABRINA) 11+10.53, 18.00' L (SABRINA) 9+82.85, 18.00' R (SABRINA) 9+03.67, 18.00' R (SABRINA)15+78.55, 14.00' L (PUMPKIN) 15+78.44, 14.00' R (PUMPKIN) 8+32.91, 14.00' R (APPLE GROVE) 8+38.15, 14.00' L (APPLE GROVE) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 2 ) C U R B . d w g - S H E E T : CR 2 Ap r . 1 8 , 1 7 - 10 : 3 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR2 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 5 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 7 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 6 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 8 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 10+00 22 + 0 0 SW S A T S U M A A V E N U E SW CLEMENTINE STREET 23 9 . 7 6 (H P ) P C 23 9 . 5 6 1/ 4 239 . 3 4 (LP ) 1 / 2 239.3 9 3/4 239.44PT C11 2.50% 2. 5 0 % 1. 8 6 % 0.50% FL 239.44 FL 239.42 FL 239.66 FL 240.16 SW 240.06 SW 240.16 SW 240.34 SW 240.44 SW 240.19 SW 240.16 2.0 0 %5.00% SW 239.82 SW 239.84 SW 239.92 SW 239.94 SW 240.16 SW 240.26 6. 4 0 % 2.0 0 %8.00% 8. 0 0 % 1 . 9 1 % 7+00 19 + 0 0 SW S A T S U M A A V E N U E SW SABRINA AVENUE 254.70PC 254 . 8 8 1/4 2 5 5 . 0 7 1 / 2 2 5 5 . 2 5 ( H P ) 3 / 4 25 5 . 4 3 PT 25 6 . 3 9 PC 25 6 . 5 9 1/ 4 25 7 . 1 3 1/2 257.9 4 3/4 258.69PT C9 C10 2. 5 0 % 2. 5 0 % 2.50% 2.50% 4. 6 4 % 0.75% 4. 6 4 % 2.74% SW 256.79 25 6 . 3 3 LP SW 256.93 FL 256.49 SW 256.89 SW 257.03 SW 256.89 SW 256.94 2 . 0 0 % 8. 0 0 % FL 256.39 SW 259.86 SW 258.20 SW 258.10 SW 259.76 13 . 9 4 % 8 . 0 0 % 0.75% 25 5 . 5 1 PV I FL 255.43 FL 255.34 SW 255.83 SW 255.74 FL 254.70 FL 254.79 SW 255.10 SW 255.16 SW 255.26 SW 255.20 SW 255.25 SW 255.20 SW 255.84 SW 255.87 4.6 9 % 2.0 0 % 8.00% 8. 0 0 % 2 . 0 0 %SW 256.11 SW 256.216.65% 2. 0 0 % 250 260 0+30 1+00 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 4 . 7 0 T. O . C . = 2 5 5 . 2 0 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 2 5 4 . 8 8 T. O . C . = 2 5 5 . 3 8 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 2 5 5 . 0 7 T. O . C . = 2 5 5 . 5 7 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) ( H P ) EL E V = 2 5 5 . 2 5 T. O . C . = 2 5 5 . 7 5 PV I S T A = 0 + 8 9 . 2 6 ( P T ) EL E V = 2 5 5 . 4 3 T. O . C . = 2 5 5 . 9 3 PV I S T A = 0 + 9 4 . 3 8 ( L P ) EL E V = 2 5 5 . 5 1 T. O . C . = 2 5 6 . 0 1 PV I S T A = 1 + 1 1 . 0 1 EL E V = 2 5 5 . 6 4 T. O . C . = 2 5 6 . 1 4 SW SATSUMA AV E N U E SW SABRINA AVENUE 4.64% 1.88%1.88%1.88%1.88%1.52%0.75% FINISHED GROUND @ GUTTER 255 260 270 255 260 270 0+301+001+10 PV I S T A = 0 + 6 9 . 6 4 ( 1 / 2 ) EL E V = 2 5 7 . 1 3 T. O . C . = 2 5 7 . 6 3 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 5 7 . 9 4 T. O . C . = 2 5 8 . 4 4 PV I S T A = 0 + 4 7 . 0 0 ( L P ) EL E V = 2 5 6 . 3 3 T. O . C . = 2 5 6 . 8 3 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 5 6 . 3 9 T. O . C . = 2 5 6 . 8 9 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 5 8 . 6 9 T. O . C . = 2 5 9 . 1 9 PV I S T A = 0 + 5 9 . 8 3 ( 1 / 4 ) EL E V = 2 5 6 . 5 9 T. O . C . = 2 5 7 . 0 9 SW SATSUMA A V E N U E SW SABRINA AVENUE FINISHED GROUND @ GUTTER 5.54% 8.25% 4.64% -0.75%2.00% 7.60% 2.00% 235 240 250 235 240 250 0+301+001+10 0.50%-2.00%-2.19%0.50%0.50%1.90% PV I S T A = 0 + 5 0 . 0 0 ( P C ) H P EL E V = 2 3 9 . 7 6 T. O . C . = 2 4 0 . 2 6 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 2 3 9 . 5 6 T. O . C . = 2 4 0 . 0 6 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) L P EL E V = 2 3 9 . 3 4 T. O . C . = 2 3 9 . 8 4 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 3 9 . 3 9 T. O . C . = 2 3 9 . 8 9 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 3 9 . 4 4 T. O . C . = 2 3 9 . 9 4 SW SATSUMA AVENUE SW CLEMENTINE STREET FINISHED GROUND @ GUTTER CURB RETURN TABLE CURVE C9 C10 C11 LENGTH 39.27' 39.27' 39.27' RADIUS 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 90°00'00" CHORD 35.36' 35.36' 35.36' BEARING N44°51'15"W S45°08'45"W N44°51'15"W START STATION END STATION 7+51.67, 18.00' R (SABRINA) 7+51.67, 18.00' L (SABRINA) 10+43.00, 14.00' L (CLEMENTINE)22+32.14, 18.00' L (SATSUMA) 18+99.55, 18.00' L (SATSUMA) 18+13.55, 18.00' L (SATSUMA) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 3 ) C U R B . d w g - S H E E T : CR 3 Ap r . 1 8 , 1 7 - 10 : 3 9 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR3 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 9 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 10 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 11 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 1+ 0 0 14+00 SW FOREST HOLLOW STREET SW A P P L E G R O V E T E R R A C E C14 C15 2.50%2.50% 2. 5 0 % 2. 5 0 % SD SD FL 309.82 SW 310.31 8.0% FL 309.74 SW 310.24 SW 310.16 SW 310.24 SW 310.22 2.0% 2. 5 % 8.3 % SW 309.99 FL 310.83 FL 310.99 SW 311.41SW 311.34 SW 311.37 SW 311.27 8. 0 % 2.0 % 6.4% SW 311.23 FL 309.17 FL 309.12 8.0% SW 310.57 SW 310.61 SW 310.66 SW 310.52 SW 310.62 SW 309.48 7. 6 % 1 . 9 % 6 . 0 % SW 309.59 7.4% 2. 5 0 % 30 8 . 8 9 PC 30 9 . 0 8 1/ 4 309 . 0 8 1/2 309.2 1 (HP) 3 / 4 309.12PT 309.74PC 309 . 9 2 1/4 3 1 0 . 4 1 1 / 2 3 1 0 . 9 0 3 / 4 3 1 1 . 1 0 P T FL 310.92 FL 311.02 SW 311.08 SW 310.99 SW 311.11 SW 311.02 SW 310.97 1. 1 % 1. 2 % 1.5% SW 312.08 TC 311.87 8.1%SW 311.98 6. 9 % SW 311.82 SW 311.92 SW 311.13 1.3% 10+00 12 + 0 0 SW S A T S U M A A V E N U E SW FOREST HOLLOW STREET C12 C13 2. 5 0 % 2. 5 0 % 2.50% 2.50% FL 301.80FL 301.90 8. 0 % SW 302.24 SW 302.30 SW 302.32 SW 302.28 SW 302.39 SW 302.32 0.4%2 . 0 % SW 303.67 8 . 0 % SW 304.14 1 5 . 0 % SW 304.13 FL 301.18 FL 301.10 SW 301.58 SW 301.50 SW 301.65 SW 301.59 SW 301.50 SW 301.79 SW 300.41 6.6 % 2. 0 % 8 . 0 % 7 . 3 % 1.5% 299.71PC 300 . 3 4 1/4 3 0 0 . 8 5 1 / 2 3 0 1 . 1 6 3 / 4 3 0 1 . 1 8 ( H P ) P T 30 1 . 8 0 PC 30 2 . 0 0 1/ 4 302 . 5 7 1/ 2 303.3 0 3/4 303.94PT 295 300 310 295 300 310 0+30 1+00 1+10 6.90% 6.35% 4.03%3.00%1.50%-1.40% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 9 9 . 7 1 T. O . C . = 3 0 0 . 2 1 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 3 0 0 . 3 4 T. O . C . = 3 0 0 . 8 4 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 3 0 0 . 7 3 T. O . C . = 3 0 1 . 2 3 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 3 0 1 . 0 3 T. O . C . = 3 0 1 . 5 3 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 3 0 1 . 1 8 T. O . C . = 3 0 1 . 6 8 SW FOREST HOLLOW STREET SW SATSUM A A V E N U E FINISHED GROUND @ GUTTER 300 310 300 310 0+301+001+10 2.00%2.00% 5.84% 7.44% 6.46% 5.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 3 0 1 . 8 0 T. O . C . = 3 0 2 . 3 0 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 3 0 2 . 0 0 T. O . C . = 3 0 2 . 5 0 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 3 0 2 . 5 7 T. O . C . = 3 0 3 . 0 7 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 3 0 3 . 3 0 T. O . C . = 3 0 3 . 8 0 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 3 0 3 . 9 4 T. O . C . = 3 0 4 . 4 4 SW FOREST HOLLOW ST SW SATSUMA A V E N U E FINISHED GROUND @ GUTTER 305 310 320 305 310 320 0+30 1+00 1+10 2.00%1.79%5.00% 5.00%2.00%2.90%PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 3 0 9 . 7 4 T. O . C . = 3 1 0 . 2 4 PV I S T A = 0 + 5 9 . 8 3 ( 1 / 4 ) EL E V = 3 0 9 . 9 2 T. O . C . = 3 1 0 . 4 2 PV I S T A = 0 + 6 9 . 6 5 ( 1 / 2 ) EL E V = 3 1 0 . 4 1 T. O . C . = 3 1 0 . 9 1 PV I S T A = 0 + 7 9 . 4 8 ( 3 / 4 ) EL E V = 3 1 0 . 9 0 T. O . C . = 3 1 1 . 4 0 PV I S T A = 0 + 8 9 . 3 1 ( P T ) EL E V = 3 1 1 . 1 0 T. O . C . = 3 1 1 . 6 0 SW FOREST HOLLOW STR E E T SW APPLE GROVE TERRACE FINISHED GROUND @ GUTTER 305 310 320 305 310 320 0+30 1+00 1+10 2.80%2.00%2.00%-0.66%-1.00%-2.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 3 0 8 . 8 9 T. O . C . = 3 0 9 . 3 9 PV I S T A = 0 + 5 9 . 8 1 ( 1 / 4 ) EL E V = 3 0 9 . 0 8 T. O . C . = 3 0 9 . 5 8 PV I S T A = 0 + 6 9 . 6 2 ( 1 / 2 ) EL E V = 3 0 9 . 2 8 T. O . C . = 3 0 9 . 7 8 PV I S T A = 0 + 7 9 . 4 2 ( 3 / 4 ) EL E V = 3 0 9 . 2 1 T. O . C . = 3 0 9 . 7 1 PV I S T A = 0 + 8 9 . 2 3 ( P T ) EL E V = 3 0 9 . 1 2 T. O . C . = 3 0 9 . 6 2 SW APPLE GROVE TERRACE SW FOREST HOLLOW STRE E T FINISHED GROUND @ GUTTER CURB RETURN TABLE CURVE C12 C13 C14 C15 LENGTH 39.27' 39.27' 39.23' 39.31' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 89°54'52" 90°05'08" CHORD 35.36' 35.36' 35.33' 35.38' BEARING N44°51'15"W N45°08'45"E S44°48'41"E N45°11'19"E START STATION END STATION 12+01.55, 18.00' L (SATSUMA) 11+23.55, 18.00' L (SATSUMA)10+43.00, 14.00' L (FOREST) 10+43.00, 14.00' R (FOREST) 13+87.62, 14.00' R (FOREST) 14+65.62, 14.00' R (FOREST) 1+38.94, 14.00' R (APPLE GROVE) 1+39.06, 14.00' L (APPLE GROVE) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 4 ) C U R B . d w g - S H E E T : CR 4 Ap r . 1 8 , 1 7 - 10 : 4 0 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR4 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 12 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 14 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 13 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 15 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 3 + 0 0 14+00 SW SHADOW TRAIL STREET S W A P P L E G R O V E T E R R A C E 301.07 PC 300.08 1/4 2 9 9 . 1 6 1 / 2 2 9 8 . 6 9 3 / 4 2 9 7 . 9 9 P T 29 7 . 8 2 (H P ) P C 29 7 . 7 4 1/ 4 297 . 6 6 1/2 297. 4 0 3/4 297.00 PT C18 C19 2.50% 2.50% 2. 5 0 % 2. 5 0 % 5 . 6 5 % 5 . 0 0 % 2.70% 2.00% FL 298.81 FL 298.92 SW 299.25 1. 9 1 % SW 299.40 SW 299.32 SW 299.37 SW 300.50 SW 300.60 SW 302.67 SW 302.77 1 3 . 7 % 8.00% SW 297.27 SW 297.34 SW 297.42 1.9 4 % SW 297.34 5 . 0 0 % 1.00% SW 298.06 FL 297.75 SW 298.13 SW 298.00 2.00 % SW 298.06 4. 4 % 8. 0 0 % FL 297.25 1.59% SW 297.35 SW 297.45 2 . 2 0 % 1 . 6 0 % SW 298.45 SW 298.35 6.40% 5.80% 8 . 0 0 % 2.00 % 8. 0 0 % SW 298.60 SW 298.70 7.64% 5.00' 5.00' 5.00' 5.00' 14 + 0 0 10+00 SW S A T S U M A A V E N U E SW SHADOW TRAIL STREET 281.88PC 282 . 3 7 1/4 2 8 2 . 8 6 1 / 2 2 8 3 . 1 5 3 / 4 28 3 . 9 8 PC 28 4 . 1 8 1/ 4 284 . 6 4 1/ 2 285.3 2 3/4 286.00PT C16 C17 2.50% 2.50% 2. 5 0 % 2. 5 0 % 5. 0 0 % 6. 9 0 % 0.50% 0.50% 28 3 . 9 6 LP 28 3 . 3 5 PT 28 3 . 3 6 PV I 2 . 0 0 % FL 284.02 FL 284.12 SW 284.42 SW 284.59 SW 284.52 SW 284.52 8. 0 0 % 8. 0 0 % 8.00% SW 284.68 SW 284.58 SW 285.84 SW 287.71 SW 287.81 SW 285.74 8 . 1 4 % 13 . 1 3 % FL 283.31 FL 283.21 SW 283.96 SW 284.06 SW 283.61 SW 283.71 SW 283.71 SW 283.74 2 . 0 0 % 6.40% SW 283.56 3.78 % SW 283.46 5.00' 5.00' 5.00' 5.00' 280 290 280 290 0+30 1+00 1+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 1 . 8 8 T. O . C . = 2 8 2 . 3 8 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 2 8 2 . 3 7 T. O . C . = 2 8 2 . 8 7 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 2 8 2 . 8 6 T. O . C . = 2 8 3 . 3 6 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 8 3 . 1 5 T. O . C . = 2 8 3 . 6 5 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 8 3 . 3 5 T. O . C . = 2 8 3 . 8 5 PV I S T A = 0 + 9 2 . 2 7 ( P V I ) EL E V = 2 8 3 . 3 6 T. O . C . = 2 8 3 . 8 6 SW SATSUMA AV E N U E SW SHADOW TRAIL ST FINISHED GROUND @ GUTTER 5.00% 5.00% 5.00%2.99%2.00%0.50%0.50% 280 290 280 290 0+301+001+10 PV I S T A = 0 + 5 9 . 8 0 ( 1 / 4 ) EL E V = 2 8 4 . 1 8 T. O . C . = 2 8 4 . 6 8 PV I S T A = 0 + 6 9 . 6 2 ( 1 / 2 ) EL E V = 2 8 4 . 6 4 T. O . C . = 2 8 5 . 1 4 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 8 5 . 3 2 T. O . C . = 2 8 5 . 8 2 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 8 6 . 0 0 T. O . C . = 2 8 6 . 5 0 PV I S T A = 0 + 4 6 . 9 7 ( L P ) EL E V = 2 8 3 . 9 6 T. O . C . = 2 8 4 . 4 6 28 4 . 4 8 0 P V I S T A = 0 + 4 9 . 9 7 ( P C ) EL E V = 2 8 3 . 9 8 T. O . C . = 2 8 4 . 4 8 SW SATSU M A A V E N U E SW SHADOW TRAIL ST FINISHED GROUND @ GUTTER 2.00% 4.71% 6.90% 6.90% 6.90% -0.50%0.67% 295 300 310 295 300 310 0+30 1+00 1+10 2.00%-1.00%-1.00%-3.08%-5.00% -5.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 9 7 . 8 2 T. O . C . = 2 9 8 . 3 2 PV I S T A = 0 + 5 8 . 1 8 ( 1 / 4 ) EL E V = 2 9 7 . 7 4 T. O . C . = 2 9 8 . 2 4 PV I S T A = 0 + 6 6 . 3 6 ( 1 / 2 ) EL E V = 2 9 7 . 6 6 T. O . C . = 2 9 8 . 1 6 PV I S T A = 0 + 7 4 . 5 4 ( 3 / 4 ) EL E V = 2 9 7 . 4 0 T. O . C . = 2 9 7 . 9 0 PV I S T A = 0 + 8 2 . 7 2 ( P T ) EL E V = 2 9 7 . 0 0 T. O . C . = 2 9 7 . 5 0 SW SHADOW TRAIL STREET SW APPLE GR O V E T E R R A C E FINISHED GROUND @ GUTTER 295 300 310 0+301+00 -5.65% -8.60% -8.03% -6.13% -2.70%-5.72%-5.76% -2.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 3 0 1 . 0 7 T. O . C . = 3 0 1 . 5 7 PV I S T A = 0 + 6 1 . 4 5 ( 1 / 4 ) EL E V = 3 0 0 . 0 8 T. O . C . = 3 0 0 . 5 8 PV I S T A = 0 + 7 2 . 9 1 ( 1 / 2 ) EL E V = 2 9 9 . 1 6 T. O . C . = 2 9 9 . 6 6 PV I S T A = 0 + 9 5 . 8 1 ( P T ) EL E V = 2 9 7 . 9 9 T. O . C . = 2 9 8 . 4 9 PV I S T A = 1 + 1 5 . 8 4 EL E V = 2 9 7 . 4 5 T. O . C . = 2 9 7 . 9 5 PV I S T A = 0 + 8 4 . 3 6 ( 3 / 4 ) EL E V = 2 9 8 . 6 9 T. O . C . = 2 9 9 . 1 9 PV I S T A = 0 + 7 7 . 1 6 EL E V = 2 9 8 . 9 2 T. O . C . = 2 9 9 . 4 2 EN D R A M P PV I S T A = 0 + 8 2 . 2 1 EL E V = 2 9 8 . 8 1 T. O . C . = 2 9 9 . 3 1 EN D R A M P SW SHADOW TR A I L S T R E E T SW APPLE GRO V E T E R R A C E FINISHED GROUND @ GUTTER CURB RETURN TABLE CURVE C16 C17 C18 C19 LENGTH 39.27' 39.27' 45.81' 32.72' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 105°00'00" 75°00'00" CHORD 35.36' 35.36' 39.67' 30.44' BEARING N44°51'15"W N45°08'45"E S37°43'53"W S52°16'07"E START STATION END STATION 14+31.51, 18.00' L (SATSUMA) 13+53.55, 18.00' L (SATSUMA) 2+81.58, 14.00' R (APPLE GROVE) 3+62.33, 14.00' R (APPLE GROVE) 10+43.00, 14.00' L (SHADOW TRAIL) 10+43.00, 14.00' R (SHADOW TRAIL) 14+16.64, 14.00' R (SHADOW TRAIL) 13+95.74, 14.00' L (SHADOW TRAIL) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 5 ) C U R B . d w g - S H E E T : CR 5 Ap r . 1 8 , 1 7 - 10 : 4 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR5 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 16 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 18 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 17 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 19 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 17+00 14 + 0 0 SW AMELIA STREET SW A U B E R G I N E T E R R A C E 28 7 . 2 6 (H P ) P C 28 7 . 1 0 1/ 4 286 . 6 7 1/2 286.0 6 3/4 285.58PT 289.37PC 288 . 8 8 1/4 2 8 8 . 3 9 1 / 2 2 8 8 . 1 0 3 / 4 2 8 7 . 9 0 P T C22 C23 2. 5 0 % 2. 5 0 % 2.50% 2.50% SD SD 2.00% FL 285.68 SW 286.02 5 . 0 0 % 2.00% 5 . 0 0 % 0.50% SW 286.17 1. 9 4 % SW 286.09 SW 286.09 8.00% 7.26% FL 287.16 SW 287.23 0. 5 0 % SW 287.25 SW 287.30 SW 287.28 1. 2 4 % 1.05 % 9 . 1 2 % SW 287.85 6.50% SW 287.95 SW 285.94 1 . 6 0 % SW 286.04 0.50% 5. 0 0 % FL 288.03 FL 287.93 SW 288.37 8. 0 0 % SW 288.53 1.9 4 % SW 288.45 SW 288.45 SW 289.63 SW 289.73 SW 288.58 SW 288.48 2.26% 8.0 0 % SW 290.20 SW 290.30 11 . 4 % 5.00' 5.00' 5.00' 5.00' 10+00 16 + 0 0 SW S A T S U M A A V E N U E SW AMELIA STREET 265.75PC 266 . 0 4 1/4 2 6 6 . 3 1 1 / 2 2 6 6 . 5 6 3 / 4 2 6 6 . 7 5 P T 26 7 . 4 8 PC 26 7 . 6 8 1/ 4 268 . 2 0 1/ 2 269.0 3 3/4 C20 C21 2.50% 2.50% 2. 5 0 % 2. 5 0 % 4. 6 0 % 7. 8 0 % 1.10% 0.30%FL 267.58 SW 267.92 2.00% (LP) FL 267.46 0.50% SW 268.07 SW 268.00 8. 0 0 % 2 . 0 0 % SW 268.00 SW 269.27 8 . 0 0 % SW 271.71 14 . 5 % SW 269.17 5 . 3 4 % 13 . 7 % 7. 4 0 % 269.87PT 2 6 6 . 8 4 P V I 1 2.00% FL 266.65 SW 267.09 8. 0 0 % SW 268.07 SW 268.173.40% SW 267.41 SW 267.22 SW 267.16 SW 267.16 1 . 9 6 % SW 267.51 5.80% 7. 5 0 % SW 266.45 SW 266.35 4.0 3 % SW 271.61 5.00' 5.00' 5.00' 5.00' 260 270 260 270 0+30 1+00 1+10 4.60% 3.00%2.76%2.50%2.00%1.10%1.10% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 5 . 7 5 T. O . C . = 2 6 6 . 2 5 PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 2 6 6 . 0 4 T. O . C . = 2 6 6 . 5 4 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 2 6 6 . 3 1 T. O . C . = 2 6 6 . 8 1 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 6 6 . 5 6 T. O . C . = 2 6 7 . 0 6 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 6 6 . 7 5 T. O . C . = 2 6 7 . 2 5 PV I S T A = 0 + 9 7 . 2 6 ( P V I 1 ) EL E V = 2 6 6 . 8 4 T. O . C . = 2 6 7 . 3 4 SW AMELIA STREET SW SATSUMA AV E N U E FINISHED GROUND @ GUTTER 265 270 280 265 270 280 0+301+001+10 2.00% 5.26% 8.50% 8.50% 7.80% -0.30%0.50% PV I S T A = 0 + 5 9 . 8 2 ( 1 / 4 ) EL E V = 2 6 7 . 6 8 T. O . C . = 2 6 8 . 1 8 PV I S T A = 0 + 6 9 . 6 3 ( 1 / 2 ) EL E V = 2 6 8 . 2 0 T. O . C . = 2 6 8 . 7 0 PV I S T A = 0 + 7 9 . 4 5 ( 3 / 4 ) EL E V = 2 6 9 . 0 3 T. O . C . = 2 6 9 . 5 3 PV I S T A = 0 + 8 9 . 2 7 ( P T ) EL E V = 2 6 9 . 8 7 T. O . C . = 2 7 0 . 3 7 PV I S T A = 0 + 4 5 . 3 6 ( L P ) EL E V = 2 6 7 . 4 6 T. O . C . = 2 6 7 . 9 6 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 7 . 4 8 T. O . C . = 2 6 7 . 9 8 SW AMELIA STREET SW SATS U M A A V E N U E FINISHED GROUND @ GUTTER 280 290 280 290 0+30 1+00 1+10 0.50%-2.00%-4.00% -6.62% -5.00% -5.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 7 . 2 6 T. O . C . = 2 8 7 . 7 6 PV I S T A = 0 + 5 9 . 5 1 ( 1 / 4 ) EL E V = 2 8 7 . 0 7 T. O . C . = 2 8 7 . 5 7 PV I S T A = 0 + 6 9 . 0 1 ( 1 / 2 ) EL E V = 2 8 6 . 6 9 T. O . C . = 2 8 7 . 1 9 PV I S T A = 0 + 7 8 . 5 2 ( 3 / 4 ) EL E V = 2 8 6 . 0 6 T. O . C . = 2 8 6 . 5 6 PV I S T A = 0 + 8 8 . 0 3 ( P T ) EL E V = 2 8 5 . 5 8 T. O . C . = 2 8 6 . 0 8 SW AUBERGI N E T E R R A C E SW AMELIA STREET FINISHED GROUND @ GUTTER 285 290 300 285 290 300 0+301+001+10 -5.00% -5.00% -5.00% -3.01%-2.00%-0.50% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 9 . 3 7 T. O . C . = 2 8 9 . 8 7 PV I S T A = 0 + 5 9 . 7 6 ( 1 / 4 ) EL E V = 2 8 8 . 8 8 T. O . C . = 2 8 9 . 3 8 PV I S T A = 0 + 6 9 . 5 2 ( 1 / 2 ) EL E V = 2 8 8 . 3 9 T. O . C . = 2 8 8 . 8 9 PV I S T A = 0 + 7 9 . 2 9 ( 3 / 4 ) EL E V = 2 8 8 . 1 0 T. O . C . = 2 8 8 . 6 0 PV I S T A = 0 + 8 9 . 0 5 ( P T ) EL E V = 2 8 7 . 9 0 T. O . C . = 2 8 8 . 4 0 SW AUBERGINE T E R R A C E SW AMELIA STREET FINISHED GROUND @ GUTTER CURB RETURN TABLE CURVE C20 C21 C22 C23 LENGTH 39.27' 39.27' 39.05' 38.03' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°00'00" 90°00'00" 89°29'33" 87°08'51" CHORD 35.36' 35.36' 35.20' 34.46' BEARING N44°51'15"W N45°08'45"E S45°29'07"W S46°11'41"E START STATION END STATION 16+61.55, 18.00' L (SATSUMA) 15+83.55, 18.00' L (SATSUMA)10+43.00, 14.00' L (AMELIA) 10+43.00, 14.00' R (AMELIA) 16+83.24, 14.00' L (AMELIA) 16+84.83, 14.00' R (AMELIA) 13+44.03, 16.00' R (AUBERGINE) 14+19.66, 16.00' R (AUBERGINE) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 6 ) C U R B . d w g - S H E E T : CR 6 Ap r . 1 8 , 1 7 - 10 : 4 1 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR6 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 20 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 22 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 21 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 23 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 15+00 5 + 0 0 6+ 0 0 SW AMELIA STREET SW A P P L E G R O V E T E R R A C E 282.52PC 283 . 0 1 1/4 2 8 3 . 3 4 1 / 2 2 8 3 . 6 8 3 / 4 2 8 3 . 8 8 ( H P ) P T 28 3 . 7 6 (H P ) P C 28 3 . 6 9 1/ 4 283 . 5 0 1/2 283.0 1 3/4 282.52PT 286.57PC 286 . 0 7 1/4 2 8 5 . 1 5 1 / 2 2 8 4 . 5 6 3 / 4 2 8 4 . 3 8 P T 28 4 . 5 0 PC 28 4 . 6 9 1/ 4 285 . 2 7 1/2 286.0 8 3/4 286.58PT C24 C25 C26 C27 2.50%2.50% 2. 5 0 % 2. 5 0 % 2. 5 0 % 2. 5 0 % 2.50%2.50% FL 286.31 SW 286.63 1 2 . 4 3 % 5.00' FL 284.46 FL 286.32 FL 284.59 FL 283.72 FL 282.77 FL 282.77 FL 283.77 4.78%1.5 1 % SW 286.59 SW 286.64 SW 286.69 SW 286.64 1.00%SW 285.08 SW 284.93 2 . 0 0 % SW 284.86 SW 285.00 8. 0 0 % 4. 7 8 % 1.00% SW 286.68 SW 286.56 4.43% 1 . 8 1 % SW 286.63 SW 284.80 SW 284.95 2.0 0 % SW 284.87 7. 6 3 % SW 284.87 7. 2 6 % 13. 3 7 % 1. 0 0 % SW 283.82 SW 283.87 1.36 % SW 283.78 SW 283.83 1. 0 0 % SW 282.96 SW 283.11 5 . 7 4 % 2. 0 0 % SW 283.03 8.00% 4.60% SW 283.03 SW 283.87 SW 283.94 SW 284.00 2 . 0 0 % SW 283.94 1. 7 7 % 1. 0 0 % SW 282.96 SW 283.11 6. 5 9 % 8.00% SW 283.03 SW 283.03 2.00 % 4.60% SW 284.55 6.50% SW 284.45 7.79% SW 284.55 SW 284.45 SW 288.32 8. 1 3 % SW 288.22 SW 289.00 SW 288.90 8. 3 0 % 5.00' 5.00' 5.00' SW 284.31 8.07% SW 284.21 SW 283.31 6.21% SW 283.21 5.00' 5.00' SW 282.92 2. 3 0 % SW 282.82 SW 282.92 SW 282.82 2. 3 0 % 5.00'5.00' 5. 1 0 % 5. 1 0 % 6. 5 0 % 6. 5 0 % 1.55% 1.55%2.00% 2.00% 275 280 290 275 280 290 0+30 1+00 1+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) H P EL E V = 2 8 3 . 7 6 T. O . C . = 2 8 4 . 2 6 PV I S T A = 0 + 5 9 . 8 1 ( 1 / 4 ) EL E V = 2 8 3 . 6 9 T. O . C . = 2 8 4 . 1 9 PV I S T A = 0 + 6 9 . 6 2 ( 1 / 2 ) EL E V = 2 8 3 . 5 0 T. O . C . = 2 8 4 . 0 0 PV I S T A = 0 + 7 9 . 4 2 ( 3 / 4 ) EL E V = 2 8 3 . 0 1 T. O . C . = 2 8 3 . 5 1 PV I S T A = 0 + 8 9 . 2 3 ( P T ) EL E V = 2 8 2 . 5 2 T. O . C . = 2 8 3 . 0 2 SW AMELIA STREET SW APPLE G R O V E T E R R A C E FINISHED GROUND @ GUTTER 2.00%-0.65%-2.00%-5.00% -5.00% -6.50% 280 290 280 290 0+301+001+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 6 . 5 7 T. O . C . = 2 8 7 . 0 7 PV I S T A = 0 + 5 9 . 8 3 ( 1 / 4 ) EL E V = 2 8 6 . 0 7 T. O . C . = 2 8 6 . 5 7 PV I S T A = 0 + 6 9 . 6 5 ( 1 / 2 ) EL E V = 2 8 5 . 1 5 T. O . C . = 2 8 5 . 6 5 PV I S T A = 0 + 7 9 . 4 8 ( 3 / 4 ) EL E V = 2 8 4 . 5 6 T. O . C . = 2 8 5 . 0 6 PV I S T A = 0 + 8 9 . 3 1 ( P T ) EL E V = 2 8 4 . 3 8 T. O . C . = 2 8 4 . 8 8 SW AMELIA STREET SW APPLE GRO V E T E R R A C E FINISHED GROUND @ GUTTER -5.10% -5.00% -9.44% -6.00% -1.80%-2.00% 275 280 290 275 280 290 0+30 1+00 1+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 2 . 5 2 T. O . C . = 2 8 3 . 0 2 PV I S T A = 0 + 5 9 . 8 3 ( 1 / 4 ) EL E V = 2 8 3 . 0 1 T. O . C . = 2 8 3 . 5 1 PV I S T A = 0 + 6 9 . 6 5 ( 1 / 2 ) EL E V = 2 8 3 . 3 4 T. O . C . = 2 8 3 . 8 4 PV I S T A = 0 + 7 9 . 4 8 ( 3 / 4 ) EL E V = 2 8 3 . 6 8 T. O . C . = 2 8 4 . 1 8 PV I S T A = 0 + 8 9 . 3 1 ( P T ) H P EL E V = 2 8 3 . 8 8 T. O . C . = 2 8 4 . 3 8 SW APPLE G R O V E T E R R A C E SW AMELIA STREET FINISHED GROUND @ GUTTER 6.50% 5.00%3.42%3.42%2.00%-1.55% 280 290 280 290 0+301+001+10 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 8 4 . 4 9 T. O . C . = 2 8 4 . 9 9 PV I S T A = 0 + 5 9 . 8 1 ( 1 / 4 ) EL E V = 2 8 4 . 6 9 T. O . C . = 2 8 5 . 1 9 PV I S T A = 0 + 6 9 . 6 2 ( 1 / 2 ) EL E V = 2 8 5 . 2 7 T. O . C . = 2 8 5 . 7 7 PV I S T A = 0 + 7 9 . 4 2 ( 3 / 4 ) EL E V = 2 8 6 . 0 8 T. O . C . = 2 8 6 . 5 8 PV I S T A = 0 + 8 9 . 2 3 ( P T ) EL E V = 2 8 6 . 5 8 T. O . C . = 2 8 7 . 0 8 SW APPLE GR O V E T E R R A C E SW AMELIA STREET FINISHED GROUND @ GUTTER 1.55%2.00% 6.00% 8.26% 5.00% 5.10% CURB RETURN TABLE CURVE C24 C25 C26 C27 LENGTH 39.31' 39.23' 39.23' 39.31' RADIUS 25.00' 25.00' 25.00' 25.00' DELTA 90°05'08" 89°54'52" 89°54'52" 90°05'08" CHORD 35.38' 35.33' 35.33' 35.38' BEARING S45°11'19"W S44°48'41"E N44°48'41"W N45°11'19"E START STATION END STATION 5+30.83, 14.00' R (APPLE GROVE) 5+30.95, 14.00' L (APPLE GROVE) 6+08.95, 14.00' L (APPLE GROVE) 6+08.83, 14.00' R (APPLE GROVE) 14+55.73, 14.00' L (AMELIA) 14+55.85, 14.00' R (AMELIA) 15+33.85, 14.00' R (AMELIA) 15+33.73, 14.00' L (AMELIA) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 7 ) C U R B . d w g - S H E E T : CR 7 Ap r . 1 8 , 1 7 - 10 : 4 2 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR7 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 24 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 26 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 25 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4'CURB RETURN NO. 27 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 17 + 0 0 SW A U B E R G I N E T E R R A C E S W B E A C H P L U M T E R R A C E 26 5 . 7 0 PC 2 6 6 . 2 7 1 / 4 267 . 6 9 PT 268 . 1 4 PC 268. 2 9 1/4 268.64 1/2 269.023/4 269. 4 0 PT 26 6 . 7 6 GB 3 C28 C29 2.5 0 % 2.5 0 % 3. 6 % 1. 4 0 % 2.50 % 5. 0 0 % 2. 5 0 % 5.0 0 % 2 6 5 . 9 7 G B 1 FL 268.19 SW 270.00 8.0 0 % SW 268.63 SW 268.77 SW 268.70 SW 268.70 2. 0 0 % SW 268.87 2. 0 0 % SW 268.77 1 . 9 2 % SW 270.07 2.0 0 % SW 270.10 SW 270.07 11.9% SW 270.86 8. 0 0 % (LP) FL 268.13 2 . 0 0 % FL 266.75 SW 270.0714 . 3 % 26 7 . 0 5 3/ 4 SW 266.77 2.00% SW 266.80 1 . 6 9 % (GB) SW 266.73 FL 265.94 SW 266.22 SW 266.15 SW 266.30 8. 3 0 % 1.94% 0. 5 0 % SW 269.97 SW 270.76 7. 0 5 % 5.0 0 % SW 266.22 4. 9 6 % 2 6 6 . 6 5 1 / 2 2 6 6 . 6 1 G B 2 (GB) SW 266.73 12.2 % SW 268.00 SW 267.90 8.00 % SW 268.73 1 4 . 3 % SW 268.63 5.00'5.00' 6.66 % 5.00' 5.00' 5.00' SW 266.17 SW 266.07 1.6 0 % 1.0 0 % SW 268.75 SW 268.852. 1 0 % 3. 0 0 % 262 270 262 270 0+30 1+00 1+10 5.00% 6.09% 3.60% 4.00%2.00%2.00%6.09% 5.00%6.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 5 . 7 0 T. O . C . = 2 6 6 . 2 0 PV I S T A = 0 + 9 1 . 7 9 ( P T ) EL E V = 2 6 7 . 6 9 T. O . C . = 2 6 8 . 1 9 PV I S T A = 0 + 6 8 . 9 6 ( G B 2 ) EL E V = 2 6 6 . 6 1 T. O . C . = 2 6 7 . 1 1 PV I S T A = 0 + 7 0 . 8 9 ( 1 / 2 ) EL E V = 2 6 6 . 6 5 T. O . C . = 2 6 7 . 1 5 PV I S T A = 0 + 7 6 . 4 9 ( G B 3 ) EL E V = 2 6 6 . 7 6 T. O . C . = 2 6 7 . 2 6 PV I S T A = 0 + 8 1 . 3 4 ( 3 / 4 ) EL E V = 2 6 7 . 0 5 T. O . C . = 2 6 7 . 5 5 PV I S T A = 0 + 5 5 . 5 5 ( G B 1 ) EL E V = 2 6 5 . 9 7 T. O . C . = 2 6 6 . 4 7 PV I S T A = 0 + 6 0 . 4 5 ( 1 / 4 ) EL E V = 2 6 6 . 2 7 T. O . C . = 2 6 6 . 7 7 SW BEACH PLUM TE R R A C E SW AUBERGINE T E R R A C E FINISHED GROUND @ GUTTER 265 270 280 265 270 280 0+301+001+10 PV I S T A = 0 + 5 7 . 5 7 ( 1 / 4 ) EL E V = 2 6 8 . 2 9 T. O . C . = 2 6 8 . 7 9 PV I S T A = 0 + 6 5 . 1 4 ( 1 / 2 ) EL E V = 2 6 8 . 6 4 T. O . C . = 2 6 9 . 1 4 PV I S T A = 0 + 7 2 . 7 1 ( 3 / 4 ) EL E V = 2 6 9 . 0 2 T. O . C . = 2 6 9 . 5 2 PV I S T A = 0 + 8 0 . 2 8 ( P T ) EL E V = 2 6 9 . 4 0 T. O . C . = 2 6 9 . 9 0 PV I S T A = 0 + 4 7 . 2 2 ( L P ) EL E V = 2 6 8 . 1 3 T. O . C . = 2 6 8 . 6 3 PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 8 . 1 4 T. O . C . = 2 6 8 . 6 4 SW BEACH PLUM TERRACE SW AUBERGIN E T E R R A C E FINISHED GROUND @ GUTTER 2.00%4.58% 5.00% 5.00% 5.00% -1.40% 0.36% CURB RETURN TABLE CURVE C28 C29 LENGTH 30.28' 41.79' RADIUS 25.00' 25.00' DELTA 69°23'17" 95°46'05" CHORD 28.46' 37.09' BEARING N15°27'20"W N81°57'58"E START STATION END STATION 16+81.12, 16.00' L (AUBERGINE) 17+54.95, 16.00' L (AUBERGINE) 1+32.90, 16.00' L (BEACH PLUM) 1+52.12, 16.00' R (BEACH PLUM) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 8 ) C U R B . d w g - S H E E T : CR 8 Ap r . 1 8 , 1 7 - 10 : 4 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR8 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 28 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 29 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' 5 + 0 0 4+00 5+00 SW H O L L Y R I D G E L A N E S W B E A C H P L U M T E R R A C E 2 6 3 . 5 5 P C 2 6 3 . 6 5 ( H P ) 1 / 4 26 3 . 5 5 1/ 2 263 . 1 1 3/4 262. 6 7 PT 265. 6 3 PC 265.431/4 264.76 1/2 2 6 4 . 3 3 3 / 4 2 6 4 . 1 3 P T C30 C31 2 . 5 0 % 2 . 5 0 % 2.50 % 2.50 % 2.50 % 2.50 % SW 265.53 FL 265.500.50 % FL 265.60 2 . 0 0 % SW 265.63 1.90 % SW 265.65 SW 265.56 FL 264.17 FL 264.27SW 264.61 8 . 0 0 % SW 264.71SW 264.77 FL 262.69 FL 262.92 SW 263.13 SW 263.21 SW 263.28 SW 263.21 8.00 % 5.11 % 2.00% 4 . 6 0 % 1 . 5 8 % FL 263.60 1.08% 8 . 0 0 % SW 263.99 SW 264.05 SW 264.14 SW 264.08 7.39% 2.00 % 4 . 6 0 % 2.00 % SW 264.06 1.60 %SW 264.16 SW 263.13 SW 263.23 1. 4 3 % 5.00' 5.00' 9. 1 3 % 2.00 % 1. 9 1 % 2.00 % 2 . 1 0 % SW 266.50 SW 266.60 8 . 1 2 % SW 264.68 SW 264.65 SW 264.75 1.40 % FL 263.42 FL 263.65 SW 263.86 SW 263.93 8.00 % 4 . 6 0 % SW 264.00 2. 0 0 % 5.09 % SW 263.93 SW 263.95 SW 264.05 4 . 4 6 % 260 270 260 270 0+30 1+00 1+10 2.00%1.08%-1.00%-4.60% -4.60% -4.60% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 3 . 5 5 T. O . C . = 2 6 4 . 0 5 PV I S T A = 0 + 5 9 . 6 5 ( 1 / 4 ) EL E V = 2 6 3 . 6 5 T. O . C . = 2 6 4 . 1 5 PV I S T A = 0 + 6 9 . 2 9 ( 1 / 2 ) EL E V = 2 6 3 . 5 5 T. O . C . = 2 6 4 . 0 5 PV I S T A = 0 + 7 8 . 9 4 ( 3 / 4 ) EL E V = 2 6 3 . 1 1 T. O . C . = 2 6 3 . 6 1 PV I S T A = 0 + 8 8 . 5 8 ( P T ) EL E V = 2 6 2 . 6 7 T. O . C . = 2 6 3 . 1 7 SW BEACH PLU M T E R R A C E SW HOLLY RIDGE LANE FINISHED GROUND @ GUTTER 260 270 260 270 0+301+001+10 -2.10%-2.00% -6.68% -4.37%-2.00%-2.00% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 2 6 5 . 6 3 T. O . C . = 2 6 6 . 1 3 PV I S T A = 0 + 5 9 . 9 4 ( 1 / 4 ) EL E V = 2 6 5 . 4 3 T. O . C . = 2 6 5 . 9 3 PV I S T A = 0 + 6 9 . 8 8 ( 1 / 2 ) EL E V = 2 6 4 . 7 6 T. O . C . = 2 6 5 . 2 6 PV I S T A = 0 + 7 9 . 8 2 ( 3 / 4 ) EL E V = 2 6 4 . 3 3 T. O . C . = 2 6 4 . 8 3 PV I S T A = 0 + 8 9 . 7 6 ( P T ) EL E V = 2 6 4 . 1 3 T. O . C . = 2 6 4 . 6 3 SW BEACH PLUM TERRACE SW HOLLY RIDGE LANE FINISHED GROUND @ GUTTER CURB RETURN TABLE CURVE C30 C31 LENGTH 39.76' 38.58' RADIUS 25.00' 25.00' DELTA 91°07'36" 88°25'13" CHORD 35.70' 34.86' BEARING S14°38'49"W S75°34'47"E START STATION END STATION 6+36.58, 101.58' R (BEACH PLUM) 7+20.21, 100.17' R (BEACH PLUM) 3+07.97, 143.00' R (HOLLY RIDGE) 3+10.07, 171.00' R (HOLLY RIDGE) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 9 ) C U R B . d w g - S H E E T : CR 9 Ap r . 1 8 , 1 7 - 10 : 4 3 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 CR9 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 30 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 31 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' SW S A T S U M A A V E N U E 308.09PC 30 8 . 7 5 1/ 4 3 0 9 . 7 8 1 / 2 3 1 1 . 0 1 3 / 4 3 1 2 . 2 4 P T 3 . 2 0 % 2.50% 5. 2 0 % 4.12% 2.50% 5. 2 0 % 307.66PT 30 8 . 2 1 PC 30 8 . 5 7 1/ 4 308 . 9 4 (HP ) 1 / 2 308.3 0 3/4 2. 0 0 % 13+00 14+00 SW SCHOLLS FERRY ROAD 30 7 . 3 9 PV I 1 EG 311.45 EG 310.65 EG 309.07EG 307.84 EG 307.87 2.0 0 % 8.00% SW 308.03 SW 308.07 4.30% SW 308.17 SW 308.13 SW 308.83 SW 308.95 SW 309.85 SW 309.99 SW 311.09 SW 311.24 SW 312.33 SW 312.49 SW 306.28 SW 306.38 7 . 9 5 % 300 310 320 300 310 320 0+30 1+00 1+25 4.12% 5.20% 5.00% 7.79% 9.31% 9.31% PV I S T A = 0 + 5 0 . 0 0 ( P C ) EL E V = 3 0 8 . 0 9 PV I S T A = 0 + 6 3 . 2 1 ( 1 / 4 ) EL E V = 3 0 8 . 7 5 PV I S T A = 0 + 7 6 . 4 2 ( 1 / 2 ) EL E V = 3 0 9 . 7 8 PV I S T A = 0 + 8 9 . 6 2 ( 3 / 4 ) EL E V = 3 1 1 . 0 1 PV I S T A = 1 + 0 2 . 8 3 ( P T ) EL E V = 3 1 2 . 2 4 FINISHED GROUND @ TOP OF CURB SW SATSUMA A V E N U E SW SCHOLLS FERRY R O A D 13+12.87, 32.11' R (SCHOLLS) 14+03.80, 37.00' R (SCHOLLS) 10+67.96, 6.00' R (SATSUMA) 10+69.71, 18.00' L (SATSUMA) CURB RETURN TABLE CURVE C32 C33 LENGTH 55.65' 52.83' RADIUS 35.00' 35.00' DELTA 91°05'58" 86°29'06" CHORD 49.97' 47.96' BEARING N45°24'14"W S43°23'17"W START STATION END STATION 300 310 320 300 310 320 0+00 1+00 3.59% -5.20% 2.62%2.62%-4.60% -4.60% 2.47% PVI STA = 0+20.00 (PVI 1) FLOW LINE ELEV = 307.39 PV I S T A = 0 + 4 6 . 8 7 ( 1 / 4 ) EL E V = 3 0 8 . 5 7 PV I S T A = 0 + 6 0 . 7 9 ( 1 / 2 ) H P EL E V = 3 0 8 . 9 4 PV I S T A = 0 + 7 4 . 7 0 ( 3 / 4 ) EL E V = 3 0 8 . 3 0 PV I S T A = 0 + 8 8 . 6 1 ( P T ) EL E V = 3 0 7 . 6 6 PVI STA = 0+32.96 FLOW LINE ELEV = 307.71 PV I S T A = 0 + 3 2 . 9 6 ( P C ) EL E V = 3 0 8 . 2 1 FINISHED GROUND @ TOP OF CURB SW SCHOLLS FERRY R O A D SW SATSUMA AVENUE FLOW LINE ELEVATION FINISHED GROUND @ FLOW LINE BEGIN CURB CR10 CURB RETURN DETAILS SCALE 1 INCH = 10 FEET 010 5 10 CURB RETURN NO. 33 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' CURB RETURN NO. 32 - PROFILE HORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 4' FACILITY PERMIT N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( C R 1 0 ) C U R B . d w g - S H E E T : CR 1 0 Ap r . 1 8 , 1 7 - 10 : 4 4 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 1/21/20161ST SUBMITTAL DATE 5/4/20162ND SUBMITTAL DATE 10/19/20163RD SUBMITTAL DATE EXPIRES: JUNE 30, 2018 12/01/20164TH SUBMITTAL DATE PT 3/4Δ 1/2Δ 1/4Δ (HIGH SIDE) (LOW SIDE) 2 % 2%LANDING 5' X 5' MIN. 5% 2% 8 . 3 % M A X 8.3% MAX SEE PLANS FOR SIDEWALK WIDTH (REFER TO DETAIL BY JURISDICTION) CONCRETE PEDESTRIAN CURB (TYP.) 5' 5' OPTIONAL PARALLEL RAMP AS NEEDED PC PEDESTRIAN CROSSWALK LANDING DTL1 STREET DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 1 - S T R E E T Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 PAVEMENT SECTION NOT TO SCALE 2 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 12" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 10"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 4" LEVEL 2, 1/2" DENSE GRADED HMAC - TWO LIFTS COMPACTED TO 92% OF MAMD SABRINA AVE & SATSUMA WHEELCHAIR RAMP STANDARD CORNER NOT TO SCALE 3 PAVEMENT SECTION NOT TO SCALE 1 COMPACTED SUBGRADE SOILS 95% OF MODIFIED PROCTOR 10" BASE ROCK 2"- (3/4"-0) LEVELING COURSE 8"- (1 1/2"-0) AGGREGATE BASE 95% OF MODIFIED PROCTOR ASTM D1557 3-1/2" LEVEL 2, 1/2" DENSE GRADED HMAC - ONE LIFT COMPACTED TO 92% OF MAMD DTL2 STREET DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 2 - S T R E E T Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 18" 12"6"1" FA C E O F C U R B 3- 1 / 8 " 5- 7 / 8 " 9" M I N . 3" R=1" R=1/2" R=3/4" 6" 1 1/2" 12" 18" FA C E O F C U R B 6" 1 1/2" R=1/2" 3" 9" M I N . R=3/4" 6" 1" 6- 1 / 2 " R=1" R=3/4" 2/ 1 / 4 " 3/4" 1/8" R=1/4" 3/4" 1/2" 2- 1 / 4 " R=3/4" R=1/4" 2- 1 / 2 " COMPACTED CRUSHED ROCK 4" MI N . 4" MI N . MOUNTABLE CURB TYPE 'A' ARE TO BE CONSTRUCTED AT INTERVALS TRANSERVE CONTRACTION JOINTS MOUNTABLE CURB TYPE 'B' NOT TO EXCEED 12 FEET. CONCRETE SHALL BE 3000 PSI, 2-4 INCH SLUMP. NOTE: CRUSHED ROCK COMPACTED DTL3 SEWER DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 3 - S E W E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 DTL4 SEWER DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 4 - S E W E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 4.7' 24 " O U T ( S ) IE = 2 2 8 . 5 0 24" IN (E ) IE=228 . 5 0 24 " I N ( W ) IE = 2 2 8 . 5 0 3.0' 4.4' 2.3' 2.3' 2.2' DTL5 SEWER DETAILS (3) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 5 - S E W E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017RIP-RAP HEADWALL DETAIL NOT TO SCALE 1.0'1.0' 0.7' (2) TIMES PIPE Ø Ø RIP-RAP IS TO BE LAID FLUSH TO THE SWALE BANK AND MITRED PIPE, AND GROUTED IN PLACE. PROVIDE ROCK SIZE BASED ON A D50 OF 3-INCHES. PIPE WITH MITRED ENDS TO MATCH 3:1 BANK SLOPE STANDARD CAST IRON GRATE THE LYNCH CO. 27" 27 " SECTION STANDARD CATCH BASIN PLAN VIEW 1. 2. 3. 4. 5. 6. 7. SUPPORT UNDER GRATE FRAME. LOADING CATCH BASINS WITHOUT PROPER MANUFACTURER DOES NOT RECOMMEND STANDARD DEPTHS : 30", 36", 42", 48" TO BE GREATER OR EQUAL TO AREA OPENING ON BOTTOM OF WATERSEAL COATED INSIDE AND OUT WITH 2" THICK HEAVY DUTY CAST IRON 10 GA STEEL MINIMUM THICKNESS. ALL WELDED STEEL CONSTRUCTION. IN OUTLET PIPE. SPECIFICATIONS ASPHALTIC PAINT. GRATE. 24" x 24" 21 2" 48 " 6" M i n 12 " 12" No Hub 24 " M i n C o d e 12 " 28 " 28" 1/4" Pl STEEL ALTERNATE THICKNESS. CLIFF BEHREND ph (503)-236-3825 fax (503)-238-4550 D THE CO INC. INVERT ELEVATION FLOW CONTROL MANHOLE 'SDMH 1C' (72") - OVERSIZED CORE HOLES NOT TO SCALE 72 22 8 . 5 0 22 8 . 5 0 24 1 22 6 . 5 0 3. 9 0 23 7 . 0 0 24 0 . 8 0 25 . 2 6. 0 No t c h H e i g h t ( i n ) No t c h W i d t h ( i n ) ** T H E T O P O F T H E B A F F L E W A L L S H A L L B E N O T C H E D A N D H A V E A W E I R P L A T E P E R D E T A I L , T H I S S H E E T . SHEET DWG# JOB# REV DATE REVDWG# 6" WIDE x 25.2" LONG NOTCH CUT IN STEEL PLATE CENTERED OVER NOTCH IN CONCRETE BAFFLE WALL TOP OF WIER WALL ELEV=237.00' WEIR PLATE DETAIL NOT TO SCALE 7" WIDE x 26" LONG NOTCH CUT IN CONCRETE WEIR WALL 18" WIDE x 30" STAINLESS STEEL PLATE BOLT STEEL PLATE TO WALL WITH STAINLESS STEEL HARDWARE - 6 EA 24" Ø PERFORATED STORM OUTLET DISSIPATOR PIPE ALONG TOP OF FOOTING REFER TO CONTECH "CONTRACTOR INSTALLED PIPE THROUGH BRIDGECOR STRUCTURE" DETAIL PER SHEET 7.3 BRIDGECOR STRUCTURE FOOTING REFER TO SHEET C9.2 FOR OUTFALL PIPE CONTINUATION A A SECTION A-A 24" Ø PERFORATED STORM OUTLET DISSIPATOR PIPE ALONG TOP OF FOOTING. CAP AND RESTRAIN PIPE ENDS. FOOTING 24" Ø OUTFALL PIPE TEE FOOTING NO CORED HOLES OPPOSITE OF TEE DRILL HOLES ALONG 24" PIPE ·4" DIAMETER HOLES ·6" SPACING 4'-0"4'-0"BRIDGECOR STRUCTURE CONCRETE COLLAR DTL6 SEWER DETAILS (4) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 6 - S E W E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 PIPE DISSIPATOR TEE DETAIL NOT TO SCALE 48" MINIMUM LOCATE FRAME AND COVER OVER LEDGE LEDGE BELOW LADDER SHALL BE AT LEAST 12" IN WIDTH INSIDE DROP BOWL GRADE RINGS (2",4",OR 6") MAXIMUM 12" SET IN NON-SHRINK GROUT PIPE TYPE SIZE, AND CONNECTION PER PLAN, AS APPROVED WATERTIGHT SEAL PIPE BRACKETS- SEE NOTE #4 3'-0" MAXIMUM 45° BEND CENTER CHANNEL IN MANHOLE SEE NOTE #1 PIPE LENGTH AS REQUIRED VARIABLE DIA. PIPE CL FOR MANHOLE SPECIFICATIONS SEE STANDARD DETAIL #010 DTL7 WATER DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 7 - W A T E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 1" X 1" X 1" 12" 24" DTL8 WATER DETAILS (2) Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 8 - W A T E R Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 1" COMBINATION AIR AND VACUUM VALVE NOT TO SCALE 1 SECTION A-A SECTION B-B TOP VIEW VAULT FLOOR ELEV=228.5' 8'-0" NOMINAL 18" 30" MIN 2'-3"2'-3" 4'-0" 6'-93 4" 8"8" MIN 24" CORE 2 EACH IN PARTITION WALL 1'-0" 6'-6" 6'-10" 16' NOMINAL 6'-93 4" 2'-31 2" TYP 2'-81 2" HALF CIRCLE LOUVER SCREEN 15 INCH RADIUS 2' DIA CORE 2 EA 3 4" x 7" KEY EA. WALL 6" THICK PARTITION WALL ACCESS FRAME AND GRATES EACH HOLDS 6 GRATES (TYP) B B A NON-SHRINK GROUT LEVELING COURSE 8"8" MIN 9" NOMINAL 10'-0" 9" NOMINAL TOP PARTITION WALL ELEV=237.5' 238.5' TOP INSIDE VAULT ELEV A 3" X 5/8" Ø THREADED INSERT CAST IN WALL AT 12" ON CENTER ALL 4 SIDES OF VAULT #5 GRADE 60 REBAR AROUND PERIMETER OF VAULT 5/8" X 16" THREADED ROD TOP OF GRATE (ALL THREE) ELEV=240.0' GRATE SLABS TOP INSIDE VAULT ELEV=238.5' TOP PARTITION WALL ELEV=237.5' NON-SHRINK GROUT LEVELING COURSE INSTALL 30F SNOUT WITH 1" ANTI-SIPHON PER DETAIL THIS SHEET 12" Ø STORM OUTLET TO WATER QUALITY SWALE USE OVERSIZED CORE HOLE TO ACCOMMODATE PIPE ANGLE 24" Ø STORM HIGH FLOW OUTLET USE OVERSIZED CORE HOLE TO ACCOMMODATE PIPE ANGLE 24"Ø STORM 232.0' INVERT IN VAULT FLOOR ELEV=228.5' HALF CIRCLE LOUVER SCREEN 15 INCH RADIUS 9' TALL 2-EACH SEE DETAIL THIS SHEET SEDIMENT STORAGE = 252 FT3 TOP OF GRATE (ALL THREE) ELEV=240.0' 12"Ø STORM OUTLET TO WATER QUALITY SWALE 232.0' INVERT OUT STATIC POOL ELEV=232.0' 12" TEE & 2-12" CAPS. CUT 10-1/2" DIAMETER ORIFICE IN BOTTOM CAP SEDIMENT STORAGE = 104 FT3 1"Ø ANTI-SYPHON. DRILL AND TAP 12" TEE. INSTALL 1" THREADED 10" LONG PVC RISER WITH 2- 90° BENDS SHIM AND STRAP RISE TO VAULT WALL 24"Ø STORM OUTLET 233.0' INVERT OUT 24" Ø INLET USE OVERSIZED CORE HOLE TO ACCOMMODATE PIPE ANGLE 1'-0" 2'-0" 3'-6" 2'-0" 1'-0" 2'-8" 1/4" TYP.5/8" X 3" BOLTS 2 EACH END 2 1/2" 3" SECTION A-A SECTION B-BPLAN B B 13 1/2" CROSS BARS 3/8" ROUND 2' - 8 " 2 1/2" 2" 8 R O U N D B A R S ON 4 " C E N T E R S 2" 2" 3/8" X 2 1/2" FLAT BARS AT 1 7/8" ON CENTER 3/8" X 2" FLAT BARS EACH END 3/16" TYPICAL BOTH ENDS OUTER BARS AND EVERY SECOND INNER BAR 2 1/2" x 1/2" SQ. EDGE FLAT BAR 6'-10 3/4" 2' - 8 1 / 2 " 3/ 4 " TYP. 3" X 2 1/2" X 3/8" ANGLE 3/4" PLAN A A 2' - 8 " NOTE: FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 6 SPACES @ 13 5/8"=81 3/4" (6 GRATES REQ'D PER FRAME) 2 1/2" x 1/2" SQ. EDGE FLAT BAR 6'-11 3/4" DTL9 PRIMARY TREATMENT VAULT AND STANDPIPE DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 9 - V A U L T Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 HORIZONTAL SCALE: 1"=3' 8'x16' VAULT DETAIL NOT TO SCALE Ø30" - HALF PIPE SCREEN 1. ALL BASE PIPE MANUFACTURED ACCORDING TO ASTM A778-1 2. ALL MATERIALS TO BE 304 SS UNLESS OTHERWISE NOTED 3. ALL WELDING PROCEDURES TO FOLLOW GENERAL SHOP PRACTICES 4. ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED 5. LOUVERS TO BE ORIENTED TO FACE DOWNWARD 6. FRACTIONAL TOLERANCES ± 1 16" X.X ± 1 16" X.XX ± 1 32" GENERAL NOTES: 1-1 2" ID LIFTING EYELETS HALF PIPE Ø30"-1 2 OD, 1 4 WALL 304 S.S. PIPE TEN ROWS OF LOUVERS AT 22.5° APART 0.200" OPENING SIZE, 2-1 2" MINIMUM LENGTH LAST LOUVER NEAR TO GROUND LEVEL 2" 6" Ø 9 16" 10" TYP 108" 2 1 2" 4" 15 1 4" 38 1 2" 1 1 2" 1 4" TOP VIEW FRONT VIEW HORIZONTAL SCALE: 1"=2' VAULT ACCESS GRATE & FRAME 1 9 2 9 3 9 4 9 SNOUT DETAIL NOT TO SCALE 30-INCH DIAMETER HALF-ROUND STAINLESS STEEL SCREEN MANUFACTURED BY: ROSCOE MOSS COMPANY OR APPROVED EQUAL. ROSCOE MOSS 4360 WORTH STREET LOS ANGELES, CA 90063 TEL: 323-263-4111 CELL: 323-791-0389 FAX: 323-263-4497 ATTENTION KEVIN MCGILLICUDDY, P.G. kmc@roscoemoss.com 3 SCALE 1 INCH = 3 FEET 0 4.5 6 3 SCALE 1 INCH = 3 FEET 0 4.5 6 LOCATE LIFTING EYELETS SO SCREEN HANGS VERTICALLY DURING INSTALLATIONS 2-1/2" X 2-1/2" X 1/2" WELDED ANGLE TOP AND BOTTOM OF SCREEN REMOVABLE STRUT AT TOP OF SCREEN IF NEEDED DURING SHIPPING. STRUT AT BASE OF SCREEN TO REMAIN. DESIGN CONCEPT BY: MARK BOGUSLAWSKI (COB) NOT TO SCALE Ø30" - STANDPIPE 1. ALL BASE PIPE MANUFACTURED ACCORDING TO ASTM 2. ALL MATERIALS TO BE COR-TEN UNLESS OTHERWISE NOTED 3. ALL WELDING PROCEDURES TO FOLLOW GENERAL SHOP PRACTICES 4. ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED 5. LOUVERS TO BE ORIENTED TO FACE DOWNWARD 6. FRACTIONAL TOLERANCES ± 1 16" X.X ± 1 16" X.XX ± 1 32" GENERAL NOTES: PIPE Ø30" OD, 5 16" WALL COR-TEN STEEL PIPE 20 ROWS OF LOUVERS 0.200" OPENING SIZE, 2-1 2" MINIMUM LENGTH LAST LOUVER NEAR TO GROUND LEVEL 8' 2 1 2" 15 1 4"1 1 2" 1 4" TOP VIEW FRONT VIEW 5 8 30-INCH DIAMETER ROUND STAINLESS STEEL SCREEN MANUFACTURED BY: ROSCOE MOSS COMPANY OR APPROVED EQUAL. ROSCOE MOSS 4360 WORTH STREET LOS ANGELES, CA 90063 TEL: 323-263-4111 CELL: 323-791-0389 FAX: 323-263-4497 ATTENTION KEVIN MCGILLICUDDY, P.G. kmc@roscoemoss.com 4' X 4' X 1' CONCRETE FOUNDATION. ORIENT EDGE OF FOUNDATION PERPENDICULAR TO INLET PIPE LOCATE LIFTING EYELETS SO SCREEN HANGS VERTICALLY DURING INSTALLATIONS 4" X 4" X 1/2" ANGLE WITH 9/16" Ø HOLE WELDED TO BASE OF STANDPIPE (4 EA) 1-1 2" ID LIFTING EYELETS WELD 3' LONG, 25.8" O.D. PIPE STUB TO BASE OF STANDPIPE. MINIMUM WALL THICKNESS OF STUB TO BE 0.34". INSTALL BEEHIVE GRATE ON TOP OF STANDPIPE. MODIFY GRATE AS NEEDED TO ACCOMMODATE LIFTING LUGS DTL10 SANITARY SEWER FORCE MAIN DETAILS Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( D T L ) D E T A I L S . d w g - S H E E T : DT L 1 0 - F O R C E M A I N Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 DESIGN CONCEPT BY: MARK BOGUSLAWSKI (COB) SW ROY ROGERS ROAD SW SATSUMA ROAD SW PUMPKIN VALLEY TERRACE SW C L E M E N T I N E S T R E E T SW SABRINA AV E N U E S W H O L L Y R I D G E SW B E A C H P L U M T E R R A C E SW APPL E G R O V E T E R R A C E SW F O R E S T H O L L O W S T R E E T SW S H A D O W T R A I L S T R E E T SW A M E L I A S T R E E T SW AUBERGINE TERRACE 144 151 145 146 139 147 140 148 141 TRACT BB 142 149 143 150 138 129 137 127 136 126 135 125 134 124 133 123 132 122 131 128 130 50 48 47 46 49 45 444342414039 TRACT AA 57 55 54 53 52 51 56 104 121 111 107 114 118 110 106 115 119 109 105 116 120 108 113 117 103 112 96 91 92 102 101 100 98 97 82 837678798081 71 69 68 67 66 65 64 93 94 95 90 89 88 86 85 9987 70 77 84 73 74 75 TRACT V 72 58 34 63 62 61 60 59 31 32 33 38363735 19 26 20 21 22 23 17 24 25 28 27 18 30 29 TRACT W TRACT O 1 2 3 6 8 4 5 7 9 15 10 11 12 13 14 16 TRACT T TRACT U TRACT N S W S C H O L L S F E R R Y R O A D B B B B B B B B B B B B B B B B23 1 S 2 6 1 S 2 5 1 S 2 8 1 S 13 2 1 S 13 9 1 S 13 10 1 S 13 11 1 S 3 4 1 S 4 6 1 S 6 9 1 S A A 5 9 1 S 5 10 1 S 5 11 1 S 5 11 1 S 5 9 1 S 12 13 1 S 15 S 15 S 14 S 14 S 14 S 14 S 14 S 14 S 14 S 14 S B 13 7 S 1 SW G R A N I T A L A N E SW C A L A B A S H T E R R A C E Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( S S 1 ) S I G N . d w g - S H E E T : SS 1 Ap r . 1 8 , 1 7 - 10 : 4 8 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 SS1 SIGNAGE AND STRIPING PLAN 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 36" PUBLIC 2 SIDED 6 REQUIRED SW APPLE GROVE TER 1 5 SIGN PUBLIC 2 SIDED 5 REQUIRED 2 SW SABRINA AVE 30" SIGN PUBLIC 2 SIDED 3 REQUIRED 6 SW AUBERGINE AVE 30" 8" 8" 8" SIGN PUBLIC 2 SIDED 2 REQUIRED 3 SW HOLLY RIDGE RD 36" SIGN PUBLIC 2 SIDED 1 REQUIRED 7 SW CLEMENTINE ST 36" 8" 8" SIGN PUBLIC 2 SIDED 2 REQUIRED 4 SW BEACH PLUM TER 30" 8" SIGN PUBLIC 2 SIDED 4 REQUIRED 9 SW AMELIA ST 24" 8" SIGN PUBLIC 2 SIDED 2 REQUIRED 10 SW SHADOW TRAIL ST 36" 8" SIGN PUBLIC 2 SIDED 1 REQUIRED 8 SW PUMPKIN VALLEY TER 42" 8" ANY TIME 12" X 18" 9 REQUIRED TYPE R7-1 SIGN 14 STREET SIGN LETTERING NAME LETTERING: 4" UPPERCASE PREFIXES: 3" UPPERCASE SUFFIXES: 3" UPPERCASE NOTE: ALL CHARACTERS ARE CENTERED VERTICALLY ON SIGN. P SIGN 15 24" X 30" 2 REQUIRED TYPE R2-1 SIGN PRIVATE 2 SIDED 3 REQUIRED 11 SW FOREST HOLLOW ST 42" 8" 12" MIN STOP BAR - SHALL BE 120 mil. WHITE THERMOPLASTIC PAVEMENT MARKING MATERIAL. B STREET BARRICADE PER DETAIL ON SHEET SS2 A N = SIGN NUMBER M = MATERIALS, OPTIONS ARE: S = STEEL "TELESPAR" INSTALL NEW SIGN INSTALL NEW SIGN (N) ON NEW (M) SUPPORT PERMANENT SIGNING LEGEND SCALE 1 INCH = 100 FEET 100 50 1000 SIGN PRIVATE 2 SIDED 1 REQUIRED 12 SW SCHOLLS FERRY RD 42" 8" SIGN PUBLIC 2 SIDED 6 REQUIRED 13 SW SATSUMA RD 30" Construction Documents N: \ p r o j \ 3 9 5 - 0 3 7 \ 0 9 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 3 7 . ( S S 1 ) S I G N . d w g - S H E E T : SS 2 Ap r . 1 8 , 1 7 - 11 : 0 6 A M bo b ELEVATION DATUM: NGVD 29 POLYGON NW COMPANY GEODESIGN, INC Pacific Community Design River Terrace Northwest REVISIONS DATE DESCRIPTION 4/18/20171ST SUBMITTAL DATE EXPIRES: JUNE 30, 2018 4/18/2017 SS2 SIGNAGE AND STRIPING DETAILS