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HomeMy WebLinkAboutP_4th Dim_CIVIL DWGS_190709_v1FPW W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW WWWWWWWWWWWWWWWWWWWUPUP4004004 1 0 3 9 2 392394 394396396398398402 40240240240240 2404 40440 4 4064064 0 8408FDC LOCATED ON OUTSIDE OF BUILDING 6" FIRE SERVICE. CAP & MARK 5' FROM BUILDING DOMESTIC WATER SERVICE. CAP & MARK 5' FROM BUILDING EXISTING WATER LINE EXISTING SEWER LINE EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT FFE = 409.21 GFE = 399.21 BREMERTON AVE. NE NE 4TH ST.PAVEDDRIVEWAYSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDRELOCATE UTILITY POLE MATCH EXISTING REMOVE EXISTING CURB SD SD SD SD SD SD SDSTORM DETENTION VAULTPROPOSED STORM DRAINAGE PROPOSED STORM DRAINAGE BYPASS ELEVATED RAMP DOWN REMOVE EXISTING STORM LINE390 400 4103923943963984024044064 0 8408 408SDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS D S D S D EXISTING 100 YEAR FLOOD PLAIN ELEV. 394.8 SEE TECHNICAL INFORMATION REPORT REVISIONS Know what's below. Call before you dig. C1.0 UNPUBLISHED WORK COPYRIGHT © 2019 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 SEWER WATER.DWG 6/26/2019 125 EAST MAIN STREET, SUITE 104(360) 794-7811P.O. BOX 516(206) 343-5903MONROE, WA 98272FAX: (360) 805-9732......SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4TH DIMENSION MIXED USE4502 NE NE 4TH STREETRENTON, WA 98059SEWER & WATER PLANDATE: 7/27/18 JOB #: 18-196 LEGAL DESCRIPTION THAT PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 290.4 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER. LESS THE EAST 230.00 FEET. LESS THE COUNTY ROAD. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM NAVD 88 LEGEND LC STORM DRAIN MANHOLE SIGN POST UTILITY/POWER POLE WATER VALVE SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT RIGHT OF WAY CENTERLINE FOUND CONCRETE MONUMENT AS NOTED EXISTING REBAR W/CAP, AS NOTED SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" POPLAR TREE EXISTING NAIL AND WASHER AS NOTED SET NAIL AND WASHER STAMPED "PCS 37536" S WATER METER TRAFFIC SIGNAL JUNCTION BOX FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' Feet 0 20 40 6/24 /1 919/6/18 REVISED STORM BACKGROUND FPW W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW WWWWWWWWWWWWWWWWWWWUPUP4054104104014014024024034034044064074084 0 93953954004 0 0 4054 1 0 3 9 3 393394394396 3 9 63973 9 73983 9 83993 9 94014 0 1402 40 2403 4034044044064074084 0 9 390400 410392394396398402404406408STORM DETENTION VAULT18' WIDE X 58' LONG X 6.1' DEEPRAIN GARDEN 140 SF RAIN GARDEN 60 SF FFE = 409.21 BREMERTON AVE. NE NE 4TH ST.PAVEDDRIVEWAY21 LF 8" CPEP 28 LF 8" CPEP OVERFLOW #1 OVERFLOW #2 SDCO #1 SDCB #1 TYPE-1 4'x6' FILTERRATREATMENT SYSTEM 178 LF 8" CPEP 19 LF 12" CPEP 87 LF 12" CPEP 120 LF 12" CPE P SDCB #3 TYPE-1 SDCB #4 TYPE-1 SDCB #2 TYPE-1 41 LF 12" CPEP VAULT DISCHARGE RAMP DOWN SDCB #8 TYPE-1 23 LF 12" CPEP 8 LF 12" CPEP FLOW CONTROL RISER OUTFALL TO VAULT 408408410SDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCUT PIPE AND REMOVE TO WEST CONSTRUCT CONCRETE CHANNEL WALL STRUCTURE PER INLET DETAIL SADDLE SDCB OVEREXISTING NEW 12" UPSTREAMBYPASS COMPENSATORY STORAGE WALL REMOVE EXISTING STRUCTURE & PIPE CALCULATED 100 YEAR BACKWATER IS 399.5. AS WATER RISES, IT WILL INUNDATE AROUND THE NORTH SIDE AND EVENTUALLY OVERFLOW BREMERTON AVE AT APPROXIMATE ELEVATION 401.0 FOUNDATION WALL 4' SQUARE OPENING 30" OUTLET PIPE 4' 6' LADDER ACCESS REMOVEABLE GRATED COVER PROPOSED GRADE 8" DEPTH OF BALLAST ROCK 2" MIN COMPACTED DEPTH CSTC, COMPACT TO 95% MAX DENSITY 4" MIN DEPTH CLASS 3000 CONCRETE 4' 2 1 2' 1'FLOWCONCRETE CHANNEL REVISIONS Know what's below. Call before you dig. C2.0 UNPUBLISHED WORK COPYRIGHT © 2019 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C2.0 STORM.DWG 6/26/2019 125 EAST MAIN STREET, SUITE 104(360) 794-7811P.O. BOX 516(206) 343-5903MONROE, WA 98272FAX: (360) 805-9732......SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4TH DIMENSION MIXED USE4502 NE NE 4TH STREETRENTON, WA 98059CONCEPTUAL DRAINAGE PLANDATE: 7/27/18 JOB #: 18-196 Feet 0 20 40 VERTICAL DATUM NAVD 88 LEGEND LC STORM DRAIN MANHOLE SIGN POST UTILITY/POWER POLE WATER VALVE SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT RIGHT OF WAY CENTERLINE FOUND CONCRETE MONUMENT AS NOTED EXISTING REBAR W/CAP, AS NOTED SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" POPLAR TREE EXISTING NAIL AND WASHER AS NOTED SET NAIL AND WASHER STAMPED "PCS 37536" S WATER METER TRAFFIC SIGNAL JUNCTION BOX FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' 1. ROOF COLLECTOR LINES TO BE DESIGN-BUILD PER CONTRACTOR. REFERENCE ARCHITECT SITE PLAN FOR DOWNSPOUT CONNECTION POINTS. 2. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF 1% AND 6" MIN DIAMETER SMOOTH WALL PIPE. 3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATER AND AT INTERVALS NO GREATER THAN 150 LF. 4. INSTALL YARD DRAINS IN PLANTER AREAS WHERE SIDEWALKS & RAMPS PREVENT SHEET FLOW FROM BUILDING. 5. FOOTING DRAINS OF THE DETENTION VAULT WILL CONNECT TO THE FIRST CATCHBASIN DOWNSTREAM OF THE FLOW CONTROL STRUCTURE. 6. BUILDING FOOTING DRAINS WILL CONNECT TO THE DETENTION VAULT. 7. SURFACE WATER POLLUTION PREVENTION MEASURES ARE DISCUSSED IN THE DRAFT TECHNICAL INFORMATION REPORT AND WILL BE IMPLEMENTED ON-SITE TO CONTROL CONSTRUCTION RUNOFF. DRAINAGE NOTES 6/24 /1 919-4-18 REVISED VAULT LOCATIONINLET DETAIL CONCRETE CHANNEL FPW W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW WWWWWWWWWWWWWWWWWUPUP3953954004004054054 1 0 4103 9 2392393 39339439439639639739739839839939940140140140 1 40240240240 2 40340340340 3404 40440 4 4064064074074 0 8408 4094 0 9 FFE = 409.21GFE = 399.21 BREMERTON AVE. NE NE 4TH ST.RAMP DOWN PAVEDDRIVEWAYA A DDEE1.9%2.3%4.2%1.6%3.7%1.5%1.5%1.5%0.8%1.5% SIDEWALK SIDEWALK2.8%4.8%1.5%2.5%1.5%1.5% 0.9%1.5%14.5' DEEDEDR.O.W.1.5' DEEDED R.O.W. EXISTING HOUSE FFE = 408±390400 410410392394396398402404406408C C B B OPEN CHANNEL OPEN BELOW NEW 30"STORM PIPE BUILDING TO BEDEMOLISHED 46.3'33.2'22.5'SCALE: H: 1"=20' V: 1"=10' SECTION D-D 380 390 400 410 380 390 400 410 SCALE: H: 1"=20' V: 1"=10' SECTION E-E 380 390 400 410 380 390 400 410 STREET IMPROVEMENTS PLANTER SIDEWALK PLANTER PROPOSED BUILDING RAMP DOWN STREET IMPROVEMENTS PLANTER SIDEWALK WALKWAY PROPOSED BUILDING GFE = 399.21 FFE = 409.21 APPROXIMATE EXISTING GROUND FINISH GRADE APPROXIMATE EXISTING GROUND FINISH GRADE ⅊⅊ ⅊⅊ ⅊ 14.5' DEEDED R.O.W. 11' STREET IMPROVEMENTS PROPOSED 0.5' CURB & GUTTER ROWEXISTING R.O.W. WIDTH 84' 8' PLANTER 5' SIDEWALK SAWCUT 1' INTO EXISTING PAVEMENT PAVE PER CITY STANDARDS 1.5% EXISTING R.O.W. PAINTED ℄21.5' 5' PLANTER 5' STREET IMPROVEMENTS ⅊ROW1.5' DEEDED R.O.W. 5' SIDEWALK SAWCUT 1' INTO EXISTING PAVEMENT EXISTING R.O.W. TO ℄ 42' PAVE PER CITY STANDARDS 1.5% EXISTING R.O.W. WIDTH 84' REVISIONS Know what's below. Call before you dig. C3.0 UNPUBLISHED WORK COPYRIGHT © 2019 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 PAVING.DWG 6/26/2019 125 EAST MAIN STREET, SUITE 104(360) 794-7811P.O. BOX 516(206) 343-5903MONROE, WA 98272FAX: (360) 805-9732......SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4TH DIMENSION MIXED USE4502 NE NE 4TH STREETRENTON, WA 98059CONCEPTUAL GRADING & PAVINGDATE: 7/27/18 JOB #: 18-196 SITE DATA LOT SIZE: 23,170 SF/0.53 AC LOT SIZE AFTER R/W DEEDING: 19,349 SF/0.44 AC AREA OF WORK: 27,360 SF/0.63 AC GRADING QUANTITIES: CUT 170 TONS / 100 C.Y. FILL 7,990 TONS / 4,700 C.Y. SOURCE OF FILL: SELECT ON-SITE MATERIAL OR IMPORTED STRUCTURAL MATERIAL DESTINATION OF EXCESS SOIL: APPROVED OFF-SITE LOCATION NOTES SITE SURVEY PROVIDED BY: PACIFIC COAST SURVEYS, INC LAND SURVEYING & MAPPING P.O. BOX 13619 MILL CREEK, WA 98082 PH. (425) 512-7099 VERTICAL DATUM NAVD 88 LEGEND LC STORM DRAIN MANHOLE SIGN POST UTILITY/POWER POLE WATER VALVE SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT RIGHT OF WAY CENTERLINE FOUND CONCRETE MONUMENT AS NOTED EXISTING REBAR W/CAP, AS NOTED SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" POPLAR TREE EXISTING NAIL AND WASHER AS NOTED SET NAIL AND WASHER STAMPED "PCS 37536" S WATER METER TRAFFIC SIGNAL JUNCTION BOX FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' Feet 0 20 40 ASPHALT PAVING CONCRETE WALKS PAVING LEGEND SCALE: BREMERTON AVE NE SECTION1NONE SCALE: NE 4TH STREET SECTION2NONE 19/6/18 REVISED STORM BACKGROUND6/24 /1 9 FLOODLINE ELEV 394.8EXISTING 216 SF EXISTING SECTION UNDERGROUND PARKING ELEV 400.5 380 390 400 410 420 430 380 390 400 410 420 430 APPROXIMATE EXISTING GROUND FLOODLINE ELEV 394.8 PROPOSED SECTION EXISTING 24" STORM TO BE REMOVED UNDERGROUND PARKING ELEV 400.5 400.5'-398.37'= 2.13' (BLDG RAISED TO THIS LEVEL) AVG. GRADE -7'-10" ELEV=398.37' (PREVIOUS FLOOR LEVEL) PROPOSED CUT LEVEL 1 ELEV=411.33' ELEV=400.5'ELEV=400.5' ASPHALT DRIVE PROPOSED BUILDING CONCRETE WALKWAY & PLANTER FRONTAGE IMPROVEMENTS ⅊⅊ PROPOSED OPEN CHANNEL SCALE: H: 1"=20' V: 1"=10' SECTION A-A SECTION A-A 380 390 400 410 420 430 380 390 400 410 420 430 ASPHALT DRIVE PROPOSED BUILDING CONCRETE WALKWAY & PLANTER FRONTAGE IMPROVEMENTS FFE = 411.33 ⅊⅊ EXISTING 24" STORM TO BE REMOVED APPROXIMATE EXISTING GROUND FLOODLINE ELEV 394.8 PROPOSED SECTION 400.5'-398.37'= 2.13' (BLDG RAISED TO THIS LEVEL) AVG. GRADE -7'-10" 398.37' (PREVIOUS FLOOR LEVEL) ELEV=400.5' PROPOSED CUT ELEV=400.5' LEVEL 1 ELEV=411.33' UNDERGROUND PARKING ELEV 400.5 PROPOSED OPEN CHANNEL SCALE: H: 1"=20' V: 1"=10' SECTION B-B FLOODLINE ELEV 394.8EXISTING 189 SF EXISTING SECTION UNDERGROUND PARKING ELEV 400.5 REVISIONS Know what's below. Call before you dig. C3.1 UNPUBLISHED WORK COPYRIGHT © 2019 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 PAVING.DWG 6/26/2019 125 EAST MAIN STREET, SUITE 104(360) 794-7811P.O. BOX 516(206) 343-5903MONROE, WA 98272FAX: (360) 805-9732......SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4TH DIMENSION MIXED USE4502 NE NE 4TH STREETRENTON, WA 98059GRADING SECTIONSDATE: 7/27/18 JOB #: 18-19619/6/18 REVISED STORM BACKGROUNDON-SITE FLOOD VOLUMES EXISTING FLOOD VOLUME 2,485 CY PROPOSED FLOOD VOLUME 2,488 CY 6/24 /1 9 SECTION C-C 380 390 400 410 420 430 380 390 400 410 420 430 APPROXIMATE EXISTING GROUND FLOODLINE ELEV 394.8 PROPOSED SECTION EXISTING 24" STORM400.5'-398.37'= 2.13' (BLDG RAISED TO THIS LEVEL) AVG. GRADE -7'-10" 398.37' (PREVIOUS FLOOR LEVEL) PROPOSED CUT LEVEL 1 ELEV=411.33' ELEV=400.5'ELEV=400.5' PROPOSED RAMP UNDERGROUND PARKING ELEV 400.5 ASPHALT DRIVE PROPOSED BUILDING CONCRETE WALKWAY & PLANTER FRONTAGE IMPROVEMENTS ⅊⅊ PROPOSED OPEN CHANNEL FLOODLINE ELEV 394.8EXISTING 333 SF UNDERGROUND PARKING ELEV 400.5 EXISTING SECTION SCALE: H: 1"=20' V: 1"=10' SECTION C-C REVISIONS Know what's below. Call before you dig. C3.2 UNPUBLISHED WORK COPYRIGHT © 2019 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 PAVING.DWG 6/26/2019 125 EAST MAIN STREET, SUITE 104(360) 794-7811P.O. BOX 516(206) 343-5903MONROE, WA 98272FAX: (360) 805-9732......SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.4TH DIMENSION MIXED USE4502 NE NE 4TH STREETRENTON, WA 98059GRADING SECTIONSDATE: 7/27/18 JOB #: 18-19619/6/18 REVISED STORM BACKGROUND6/24 /1 9