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Home My WebLink AboutP-Plans_210529_V1DATE: FIELDBOOK: DRAWING NO: PAGE: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 278 TOTAL LOT SIZE SQUARE FEET (SF) AREAS SITE INFORMATION EXISTING IMPERVIOS SURFACE PROPOSED LANDSCAPING AREA CONTRACTOR SHALL CONFIRM EARTHWORK VOLUMES TO THEIR SATISFACTION. QUANTITIES ARE FOR REFERENCE ONLY. 4,552 12,000 15,554 FILL : 1.935 CUBIC YARD (INCLUDED VAULT EXCAVATION AND DRAINAGE) CUT: 1,685 CUBIC YARD N0N-POLLUTION GENERATED IMPERVIOUS SURFACE POLLUTION GENERATED IMPERVIOUS SURFACE 37,312 5,205 EARTHWORK QUANTITIES STIE DISTURBACE AREA: 31,000 S.F SCALE IN FEET 02010 20 40 PROPERTY OWNER: PHONE: 206-795-5674 BOTHELL, WA 98011 8822 NE 178TH ST TANDEM ENGINEERING CONSULTANT PROJECT ENGINEER: STEVE WU TAX PARCEL NUMBER: 3343901963 RENTON, WA 98056 2309 ABERDEEN AVE NE LONG & THU THUY NGUYEN & VU TRAN SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON RECORDED IN VOLUME 11 OF PLATS, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON GARDEN OF EDEN DIVISION NO.4, ACCORDING TO THE PLAN THEREOF THE SOUTH ONE-HALF OF THE NORTH ONE-HALF OF TRACT 253, C.D. HILLMAM'S LAKE LEGAL DESCRIPTION LEGEND 5' SIDEWALK8' PLANTERPAVEMENT AREA BIORETENTION CELL 20' 11' 20' PERFORATED STUB OUT TRENCH 5' 71STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852 4/16/2021 SITE PLAN RENTON WA 98056 2309 ABERDEEN AVE NE TRAN-NGUYEN DEVELOPMENT PROPOSED TREES PROPOSED 1" WATER METER PROPOSED STORM WATER LINE EXISTING STORM WATER LINE PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SEWER LINE EXISTING SEWER LINE EXISTING EDGE OF PAVEMENT CONTOUR LINE PROPOSED RETAINING WALL LOT LINE SHEET: OF: C-1 SHEET NO. TITLE EXISTING SURVEY CONCEPTUAL LANDSCAPE PLAN CONCEPTUAL UTILITES PLAN DRAINAGE DETAILS DRAINAGE PLAN GRADATION MAP NEIGHBORHOOD DETAIL MAP SITE PLAN C 7.0 C 6.0 C 5.0 C 4.0 C 3.0 C 2.0 C 1.0 20' PAVED ACCESS ROAD 4,000 S.F. 2,940S.F. 4,000 S.F.ABERDEEN AVE NE 272 274 276 282 276 274 147.8190'80' 20' 50' 0+001+001+491+49 278 65' 61.5' 42' 70' 50' 56' 35' 37.5' FL=275.5FL=277.5 FL=284.0 FL=277.0 82.6'97.81'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E 13,242.10 S.F. LOT # A 8,648 S.F. LOT # B 10,057 S.F. LOT # C DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2325 2331 2309 3343901963 2217 23192015 2009 2310 2304 1953 1947 NE 24TH ST ABERDEEN AVE NEBLAINE AVE NEMONTEREY AVE NENE 23RD ST NE 120TH ST SCALE IN FEET 0200100 200 400 2 6 NEIGHBORHOOD DETAIL MAP TRAN-NGUYEN DEVELOPMENT PROPOSED PROJECT AREA C-2 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 270 280 270 280 0+001+002+00 VPI 0+00.00 EL 272.00 VPI 1+49.04 EL 276.483.01% PROFILE GRADE 1 2 3 10'10' A A CL B B 1.5' 0.5' 2%2% GRADE POINT EXISTING ROADWAY PLANTING STRIP SAWCUT OR GROUND COVER SOD, HYDROSEED 1%-4% ` 3.0' SIDEWALK 5'1' SORBUS ALNIFOLIA KOREAN MOUNTAIN ASH 3" HMA (CL 1/2") TYPE 410B CURB & GUTTER STORMWATER LINE COMPACTED SUBGRADE 16' 30' 5'7.5' PER CITY OF RENTON STANDARD PLAN SIDEWALK. R/W END FRONTAGE ROAD IMPROVEMENT ACCESS ROAD PROFILE HORIZONTAL: 1"=20' VERTICAL: 1"=20' B-B SECTION FRONTAGE ROAD IMPROVEMENT ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS. NOT TO SCALE ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS. NOT TO SCALE SCALE IN FEET 02010 20 40 R=15' R=15' EXISTING GROUND BOTTOME OF THE WALL ELE.=282.0 TOP OF THE WALL ELE.=288.0 BOTTOME OF THE WALL ELE.=282.0 TOP OF THE WALL ELE.=286.0 LEGEND 278 2% CELL BIORETENTION 5.0 LOT LINE BOTTOME OF THE WALL ELE.=282.0 TOP OF THE WALL ELE.=288.0 BOTTOME OF THE WALL ELE.=282.0 TOP OF THE WALL ELE.=284.0 20' 16' SEE CITY OF RENTON STD. -104 &104.2 20' CENMENT CONCETE DRIVEWAY ENTRANCE SEWSDOT STD. PLAN F-40.16-03 SINGLE DIRECTI CURB RAMP MATCH WITH EXISTING BEGIN FRONTAGE ROAD IMPROVEMENTMATCH WITH EXISTING SLOPE NO MORE THAN 12:1 ASPHALT LANDING PATH MATCH WITH EXISTING SLOPE NO MORE THAN 12:1 ASPHALT LANDING PATH BOTTOME OF THE WALL ELE.=278.0 TOP OF THE WALL ELE.=282.0 BOTTOME OF THE WALL ELE.=276.0 TOP OF THE WALL ELE.=282.0 1 2 3 NOTE 4" HMA CLASS B 6" ASPHALT TREATED BASE 6" CSBC NOTE 4" HMA CLASS B 3" ASPHALT TREATED BASE 6" CSBC ALL DEPTH ABOVE ARE COMPACTED DEPTH (COMPACTED DEPTH) 6" CSBC 280 6" PVC STORM WATER SEE C-2 FOR DETAILS TOP WIDTH 11' 3' X 149' BIORETENTION CELL 11 73 4/16/2021 ROAD WAY & GRADATION PLAN TRAN-NGUYEN DEVELOPMENT EXISTING EDGE OF PAVEMENT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE RETAINING WALL LOT LINE C-3 20' PAVED ACCESS ROAD BOTTOME OF THE WALL ELE.=278.0 TOP OF THE WALL ELE.=282.0 A-A SECTION 36' ACCESS TRACT CROSS SECTION STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852 4,000 S.F. 2,940S.F. 4,000 S.F.4,551 s.f ABERDEEN AVE NE 272 274 276 282 276 274 147.8190'80' 20' 50' 0+001+001+491+49 278 65' 61.5' 42' 70' 50' 56' 35' 37.5' FL=275.5FL=277.5 FL=284.0 FL=277.0 284282280286 288 274 2 7 6 278 2702702722742 92290288 272280 29029082.6'97.81'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E 13,242.10 S.F. LOT # A 8,648 S.F. LOT # B 10,057 S.F. LOT # C DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS IE=273.60 6" PVC 1 2 3 4 5 1 2 2 3 4 5 6" STORM WATER, L= 8.5', MIN. 2.0% GRADE (ASTM D-3034 PVC) 6" STORM WATER, L=8.5', GRADE MIN. 2.0% (ASTM D-3034 PVC) 6",STORM WATER, L=20', S=2.5%. (ASTM D-3034 PVC) 6", STORM WATER, L=182', S=8.2% (ASTM D-3034 PVC) 6" STORM WATER, L=95', S=6.7% GRADE (ASTM D-3034 PVC) SCALE IN FEET 02010 20 40 STORM WATER NOTE 11' 5' SEE C-2 FOR DETAILS TOP WIDTH 11' 3' X 149' BIORETENTION CELL SEE C-2 FOR DETAILS BOTTOM ELE.=273.0 TOP ELE.=275.0 2' X 20' PERFORATED STUB OUT TRENCH SEE C-2 FOR DTAILS BOTTOM ELE.=270.0 TOP ELE.=272.0 2' X 20' PERFORATED STUB OUT TRENCH SEE C-2 FOR DETAILS BOTTOM ELE.=279.0 TOP ELE.=281.0 2' X 20' PERFORATED STUB OUT TRENCH SPROUT ROOF DOWN IE=269.40 RIM=270.90 CATCH BASIN TYPE 1 4 7 4/16/2021 PRIOR CONNECTION CONTRACTOR SHALL FIELD VERIFY IE. IE=268.90 6" PVC CONNECT WITH EXISTING PIPE PRIOR CONNECTION CONTRACTOR SHALL FIELD VERIFY IE. IE=268.15 6" PVC CONNECT WITH EXISTING PIPE PAVEMENT AREA FLOWS TO BIORETENTION CELL DRAINAGE PLAN TRAN-NGUYEN DEVELOPMENT LEGEND 278 280 EXISTING EDGE OF PAVEMENT EXISTING CONTOUR LINE PROPOSED CONTOUR LINE RETAINING WALL LOT LINE C-4 20' 20' PAVED ACCESS ROAD STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852 ABERDEEN AVE NE 272 274 276 282 276 274 147.8190'80' 20' 50' 0+001+001+491+49 278 82.6'97.81'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E 13,242.10 S.F. LOT # A 8,648 S.F. LOT # B 10,057 S.F. LOT # C DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5 7 4/16/2021 DRAINAGE DETAILS TRAN-NGUYEN DEVELOPMENT C-5 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR FILENAME:SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS IE (W)=267.50 RIM=269.70 CB TYPE 1 EXISTING IE (S)=266.68 EXISTING IE (N)=266.83 IE(W) IE=267.0 SOLID LID THE EXISTING CB EXISTING IE (E)=266.06 EXISTING IE (N)=266.08 EXISTING IE (S)=266.19 SOLID LID THE EXISTING CB IE (E)=265.30 IE (W)=265.80 RIM=270.15 CB TYPE 1 2 1 2 4 ADJUST MH TO MATCH WITH PROPOSED SIDEWALK ELEVATION IE (W)=267.0 IE (W-S)=266.31 RIM=273.24 EXISTING MH 3 IE (W)=268.0 IE (N)=267.30 RIM=272.30 PROPOSED MH TYPE 2 IE=270.80 1 2 3 4 5 NOTE 5 8" WATER MAIN, L=80', CL52, D.I. 6" WATER MAIN (ASTM D-3034 PVC) 8" SEWER MAIN, L=10', S=3%. (ASTM D-3034 PVC) 6" SIDE SEWER MIN 2% GRADE (ASTM D-3034 PVC) 6" SEWER MAIN L=140', S=2.0% GRADE (ASTM D-3034 PVC) 1 " WATER METER SEE CITY OF RENTON STD. PLAN FIRE HYDRANT 76 6" PVC STORM WATER 2 278 4/16/2021 LEGEND CONCEPTUAL UTILITIES PLAN TRAN-NGUYEN DEVELOPMENT PROPOSED 1" WATER METER PROPOSED STORM WATER LINE EXISTING STORM WATER LINE PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SEWER LINE EXISTING SEWER LINE EXISTING EDGE OF PAVEMENT CONTOUR LINE PROPOSED RETAINING WALL LOT LINE C-6 20' 20' PAVED ACCESS ROAD STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852STATEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER SH AO MIN WU 38852 4,000 S.F. 2,940S.F. 4,000 S.F.4,551 s.f ABERDEEN AVE NE 272 274 276 282 276 274 147.8190'80' 20' 50' 0+001+001+491+49 278 65' 61.5' 42' 70' 50' 56' 35' 37.5' FL=275.5FL=277.5 FL=284.0 FL=277.0 82.6'97.81'147.81147.81N0°30'04"ES89°10'27"W252.60'N0°29'37"E252.62'N89°08'52"E 13,242.10 S.F. LOT # A 8,648 S.F. LOT # B 10,057 S.F. LOT # C