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HomeMy WebLinkAboutF_905 N 32nd and Alley Offsite_Drawings_Civil_20220330_v3UP UP 7 6 5 4 3 2 1 3 2 1 NEW SFR LEVEL 1 FFE 113.0' 20' BLDG SETBACK 15' BLDG. SETBACK SCALE IN FEET 10 5 0 10 20BURNETT AVE NDATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197OWNER/DEVELOPER BRANDON SHIMIZU STRAIGHT ARROW HOMES LLC 12015 NE 8TH ST, STE 5 BELLEVUE, WA 98005-3141 (425) 433-5458 CIVIL ENGINEER ANDY EPSTEIN THIRD DAY DESIGN, LLC 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 andy@thirddaydesign.com GEOTECHNICAL ENGINEER JOSEPH WU, P.E. PIONEER ENGINEERS, INC. P.O. BOX 33628 SEATTLE, WA 98133 (206) 427-9118 josephwu.pei@gmail.com SURVEYOR JACOB GOODMAN-MILLER TERRANE 10801 MAIN STREET, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 jacob@terrane.net ARCHITECT JULIAN WEBER, AIA 1257 S KING ST SEATTLE, WA 98144 (206) 953-1305 ext. 100 jw@jwaseattle.com PROJECT TEAM: WATER/SEWER:CITY OF RENTON (425) 430-7339 FIRE DISTRICT:RENTON REGIONAL FIRE AUTHORITY (425) 430-7000 CABLE TV:COMCAST (800) 934-6489 GAS/ELECTRIC:PUGET SOUND ENERGY (888) 321-7779 UTILITY DISTRICT INFORMATION: N 32ND ST ALLEY VICINITY MAP SITE DATA: PROJECT SITE ADDRESS: 907 N 32ND ST TAX PARCEL NO:3342101511 SETBACKS:20' FRONT YARD 5' SIDE YARD 20' REAR YARD ZONING:R-8 CRITICAL AREA:WELLHEAD PROTECTION AREA - ZONE 2 SCHOOL DISTRICT: RENTON #403 (425) 204-2300 STRAIGHT ARROW HOMES N 32ND ST SFR S32 - T24 - R5 N 01°48'13"E BETWEEN CITY OF RENTON CONTROL POINTS #1836 AND #1886. BASIS OF BEARING NAVD88 PER CITY OF RENTON BENCHMARK #1836 CONC MON IN CASE AT THE INTX OF BURNETT AVE N AND N 30TH ST ELEV: 36.586 METERS (CONVERTED TO 120.03 FEET) PROJECT SITE SHEET INDEX SHEET NO.SHEET TITLE R0.00 COVER SHEET R0.01 TOPOGRAPHIC BOUNDARY SURVEY R1.00 32ND ST PLAN AND PROFILE R1.01 ALLEY PLAN AND PROFILE R2.00 STANDARD NOTES R2.01 STANDARD NOTE AND DETAILS R2.02 STANDARD DETAILS R2.03 STANDARD DETAILS R2.04 STANDARD DETAILS VERTICAL DATUM (PER STATUTORY WARRANTY DEED RECORDING # 20210407002072) LOT 2, BLOCK 15, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON LEGAL DESCRIPTION: WHERE SHOWN ON SURVEY BENCHMARK: BY TERRANE DATED 08/06/21 TOPOGRAPHICAL SURVEY R-4197011 PLOTTED: 1/31/2022 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0000.dwgAE AE AE\RR AE TERRANE 9 P B 03/17/2022 COVER SHEET OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFR1"=10' 1 R0.00 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 SURFACE WATER UTILITY JFarah 04/18/2022 aweihs 04/27/2022 CURRENT PLANNING 25'ROW 12'ALLEY N 32ND STBURNETT AVE N 25'ROW12'ALLEY MATCH LINE - SEE SHEET 2MATCH LINE - SEE SHEET 1BURNETT AVE N N 32ND STPARK AVE NN 31ST STBURNETT AVE N 1512'ALLEY 25'ROW25'ROW 25'ROW 25'ROWN.T.S.CONTROL MAPSTEEP SLOPE/BUFFER DISCLAIMER:TOPOGRAPHIC & BOUNDARY SURVEYDATE:DRAFTED BY:CHECKED BY:SCALE:REVISION HISTORYSHEET NUMBEROFTOPOGRAPHIC & BOUNDARY SURVEYBASIS OF BEARINGSLEGAL DESCRIPTIONVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.JOB NUMBER:REFERENCESPARCEL NO.(S) 3342101511 & 3342101750 STRAIGHT ARROW HOMES, LLC 905 N 32ND ST & 910 N 31ST ST RENTON, WA 9805607/27/21TGCJGM / CSP1" = 10'08/06/21ADDT'L TOPO & ADDPROJECT #21109412/06/21PER COMENTS12210956NW4SW4SE4NE4INDEXING INFORMATION1/41/4SECTION:TOWNSHIP:RANGE:COUNTY:SWSW3224N05E, W.M.KINGSITE01/10/22UPDATE DRAWINGR-41970203/18/2022 UP 7 6 5 4 3 2 1 NEW SFR LEVEL 1 FFE 113.0' 107.12 NEW 4"x8" CONNECTION 6" IE ~96.0 8" IE ~95.5 4" SSCO RIM ~109.3 IE ~105.9 BACKFLOW PREVENTION DEVICE 6" SSCO IE ~103.2 ~107.6 CB - 24" NYLOPLAST RIM ~107.5 W/ GRATE FOR OVERFLOW IE-IN 106.0 (6" S) IE-OUT 105.8 (6" N) W/ TEE PER DETAIL IE-OUT 106.8 (6" W, OVERFLOW) MIN. 12" SUMP BELOW BOT. OF TEE TO ADDRESS BUOYANCY DRILL SIXTEEN 5/8" HOLES IN BOTTOM AND PROVIDE MIN. 12" WASHED ROCK BELOW STRUCTURE ~12LF 4" Ø SDR35 PVC @ 2.00% MIN 25 LF LIMITED INFILTRATION TRENCH 6" PERF. PIPE IE = 105.7 6" SD BOP ~105.6 4" SS TOP ~103.6 EXISTING SITE WALL TO REMAIN CB - TYPE 1 RIM 105.5 IE-OUT 102.6 12" (W) IE-IN 103.1 6" (S) LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 12 LF 6"Ø CPEP @ 0.5% (MIN) 14 LF 12"Ø DI @ 4.54% 15' BLDG. SETBACK10+0011+0012+00105.11 ME 10+70.59 12.00 R 108.90 ME 11+25.64 12.00 R 108.82 ME 11+25.64 10.00 R 105.02 ME 10+70.59 10.00 R 108.45 FL 11+21.51 13.00 R 105.21 FL 10+74.59 13.00 R BEGIN S/W 105.87 10+74.59; 21.50 R END S/W 109.32 11+24.59; 21.50 R 105.48 108.48 2+00 2+65.99 N 32ND ST 10+00.00 BURNETT AVE N 2+65.99 6.90%6.90%6.90% 6.90%6.90%6.98%6 . 8 4%6.85%10+85.71 19.50'RT 11+11.78 19.50'RT 4.44%CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER STD. PLANS 101 AND 101.1 CEMENT CONCRETE SIDEWALK PER STD PLAN 102 13' 0.5' 8' PLANTER 5' 26.5' 25' EXISTING R.O.W.ROAD CL 1.5' R.O.W. DEDICATION PAVEMENT RESTORATION PER STD PLAN 103. ALL PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. EXISTING ASPHALT PAVEMENT 1.5%2.0% PAVING LEGEND UNLESS OTHERWISE NOTED: 4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC CURB AND GUTTER 2" OF HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE ARCTOSTAPHYLOS UVA-URSI (BEARBEARY) KINNIKINNICK; 331 SF x 0.088 = 29 PLANTS (4" POTS) PLACED IN TRIANGULAR PATTERN REMOVE EXISTING STRUCTURE PROFILE VIEW: N 32ND ST N 32ND ST Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5 100 110 120 100 110 120 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+75 EG FG EG FG 103.10 102.94 103.64 103.56 104.28 104.27 104.95 104.98 105.69 105.69 106.41 106.37 107.10 107.05 107.75 107.71 108.37 108.42 109.13 109.11 109.64 109.81 110.31 110.56 111.02 111.17 111.73 111.80112.30 105.13 105.58 106.32 106.27 107.01 106.96 107.70 107.65 108.39 108.34 109.08 EG @ CL FG/EG @ SAW CUT FG @ FL FG @ R.O.W. FG @ FL EG @ CL FG @ ROW EG @ ROW 14 LF 12 INCH DI PIPE @ 4.54% EX 12 INCH CONC PIP E @ 4 . 5 4 % SITE: 1.PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20. 2.PROVIDE TEMPORARY HMA RAMP FOR ACCESS. 3.RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION WITH RENTON POSTMASTER. 4.RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129. 5.CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER 6.EXISTING ASPHALT FLOW LINE 7.TRANSITION FLOW LINE FROM EXISTING ASPHALT TO PROPOSED CURB AND GUTTER. 8.THE CITY WILL NOTIFY ADJACENT PROPERTY OWNERS VIA MAIL OF THE CIVIL CONSTRUCTION PERMIT APPROVAL. CONTRACTOR SHALL REMOVE AND RE-INSTALL FENCE ALONG THE SOUTH AND EAST EXTENTS OF THE ALLEY. CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCE OF ALLEY IMPROVEMENTS, INCLUDING MAINTAINING SECURITY OF NEIGHBORING PROPERTIES, DIRECTLY WITH PROPERTY OWNERS. NO WORK SHALL BE ALLOWED ON LOT 48, 50, 1 OR 3 WITHOUT A TEMPORARY CONSTRUCTION EASEMENT. 9.1-FT WIDE BLOCK WALL IN RIGHT-OF-WAY WITH 42-INCH CHAIN LINK FENCE AT PROPERTY LINE. CONNECT TO EXISTING CHAIN LINK FENCE AT BOTH ENDS. 10.TIE INTO EXISTING RETAINING WALL. 11.CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2. SEWER AND STORM: 1.PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1 2.CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 3.CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND SOLID LOCKING LID PER COR STD. PLAN 204.50. 4.CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 5.CLEANOUT PER COR STD. PLAN 226.00. WATER: 3.NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). 4.CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAIN LINE BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). DRY UTILITY 1.COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES. TESC/PROTECTION: 1.PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30. 2.PROTECT UTILITY LINE AND APPURTENANCES. 3.COORDINATE WITH PROPERTY OWNER TO RELOCATE EXISTING SHED. REMOVAL: 1.REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS. 2.REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS. SHEET NOTES (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET) SCALE IN FEET 10 5 0 10 20 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197N 32ND ST (RESIDENTIAL ACCESS) R-419703 STRAIGHT ARROW HOMES N 32ND ST SFR3PLOTTED: 1/26/2022 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0100.dwgAE AE AE\DW\RR AE TERRANE 9 P B 03/17/2022 32ND ST PLAN AND PROFILE OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFR1'"=10' 3 R1.00BURNETT AVE N(RESIDENTIAL ACCESS)ALL ONSITE IMPROVEMENTS ARE UNDER SEPARATE PERMIT 1 1 2 3 4 5 5 1 1 2 1 1 1 1 1 2 2 6 7 FL: 105.74 TC: 106.14 FL: 105.64 TC: 106.14 FL: 105.64 TC: 106.14 FL: 105.53 TC: 106.03 LP: 105.49 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 aweihs 04/27/2022 CURRENT PLANNING ALLEY CL 6'6' 2%2% TIE INTO EXISTING GRADE @ 2:1 SLOPE, TYP 4" HMA OVER 6" CRUSHED ROCK BASE 12' EXISTING R.O.W. UP 3 2 1 112.98112.98 114.48114.48 20' BLDG SETBACK 2.9%1.3%20' BLDG SETBACK 8.5%6.5%112.95 113.28 112.38 112.7229+8530+0031+006" CLEANOUT STA 31+25.1, 0.0' SURF. ELEV. 112.67' IE 108.62' 12" PVC (W) CB#2, TYPE 2 - VANED GRATE STA 30+31.5, 0.0' RIM 108.36' IE 101.32' 12" PVC (W) IE 104.27' 12" PVC (E) CB#1, TYPE 2 - SOLID OVERBUILD STA 29+92.8, 5.0'L RIM 107.24' IE 99.78' 12" PVC (E) IE 99.10' 18" EX (N) IE 99.10' 18" EX (S) 106.96 ME 30+10.22 14.05 L 108.30 ME 30+09.78 13.94 R 1+00 ALLEY 30+00.00 BURNETT AVE N 1+33.00 108.24 FL 30+12.78 13.99 R 106.90 FL 30+13.22 14.01 L BEGIN S/W 108.51 30+21.41, 6.00 R BEGIN S/W 108.59 30+26.41, 6.00 R END S/W 107.91 30+21.60, 6.00 L END S/W 107.98 30+26.60, 6.00 L PAVING LEGEND UNLESS OTHERWISE NOTED: 4" HOT MIX ASPHALT OVER 6" CRUSHED ROCK BASE CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC CURB AND GUTTER 2" OF HOT MIX ASPHALT OVER 4" CRUSHED ROCK BASE ARCTOSTAPHYLOS UVA-URSI (BEARBEARY) KINNIKINNICK; 331 SF x 0.088 = 29 PLANTS (4" POTS) PLACED IN TRIANGULAR PATTERN PROFILE VIEW: ALLEY ALLEY Horizontal Scale: 1" = 10 Vertical Scale: 1" = 5 90 100 110 120 90 100 110 120 29+85 29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60 30+70 30+80 30+90 31+00 31+10 31+20 31+30 31+40 EG FG 1.40% 11.00% 19.54% -0.67%7.50%1.50%1.29% 107.74 107.63 107.63 108.81 108.10 110.03 108.33 110.85 109.09 111.35 110.09 111.95 110.90 112.39 111.52 112.65 111.95 112.72 112.18 112.73 112.32 112.93 112.46 113.13 112.60 113.46 114.11 PVI STA: 30+64.90 PVI ELEV: 111.83 K: 5.19 LVC: 49.83 HP STAT: 30+89.82 HP ELEV: 112.18 BVCS: 30+39.98BVCE: 109.09EVCS: 30+89.82EVCE: 112.18PVI STA: 30+33.50 PVI ELEV: 108.38 K: 0.68 LVC: 6.62 LP STAT: 30+30.19 LP ELEV: 108.33 BVCS: 30+30.19BVCE: 108.33EVCS: 30+36.81EVCE: 108.74GRADE BREAK STA = 30+09.96 ELEV = 107.634 GRADE BREAK STA = 31+25.09 ELEV = 112.672 GRADE BREAK STA = 31+28.86 ELEV = 113.409 39 LF 12.0 inch PVC Pipe @ 3.95% (PUBLIC) CB#2, TYPE 2 - VANED GRATE (PUBLIC) STA 30+31.5, 0.0' RIM 108.36' IE 101.32' 12" PVC (W) IE 104.27' 12" PVC (E) 94 LF 12.0 inch PVC Pipe @ 4.65% (PUBLIC) EX. 12" DI WM (POLYETHYLENE WRAPPED) 12" CLR EG @ CL FG @ CL FG @ CL EG @ CL BURNETT AVE N CL PROVIDE MIN. 3-FT COVER, TYP 25' EXISTING R.O.WCB#1, TYPE 2 OVERBUILD (PUBLIC) STA 29+92.8, 5.0'L RIM 107.24' IE 99.78' 12" PVC (E) IE 99.10' 18" EX (N) IE 99.10' 18" EX (S) CO#1 (PUBLIC) STA 31+25.00, 0.0' RIM 112.74' IE 109.63' 12" PVC (E) SITE: 1.PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS, TYP. REFER TO STD. PLAN 110 AND 220.20. 2.PROVIDE TEMPORARY HMA RAMP FOR ACCESS. 3.RELOCATE EXISTING MAIL BOX(ES) AND PROVIDE ONE NEW MAIL BOX FOR NEW RESIDENCE. COORDINATE LOCATION WITH RENTON POSTMASTER. 4.RELOCATE EXISTING SIGN WITH NEW POLE PER STD. PLAN 129. 5.CARPINUS CAROLINIANA (American hornbeam) 2" CALIPER 6.EXISTING ASPHALT FLOW LINE 7.TRANSITION FLOW LINE FROM EXISTING ASPHALT TO PROPOSED CURB AND GUTTER. 8.THE CITY WILL NOTIFY ADJACENT PROPERTY OWNERS VIA MAIL OF THE CIVIL CONSTRUCTION PERMIT APPROVAL. CONTRACTOR SHALL REMOVE AND RE-INSTALL FENCE ALONG THE SOUTH AND EAST EXTENTS OF THE ALLEY. CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCE OF ALLEY IMPROVEMENTS, INCLUDING MAINTAINING SECURITY OF NEIGHBORING PROPERTIES, DIRECTLY WITH PROPERTY OWNERS. NO WORK SHALL BE ALLOWED ON LOT 48, 50, 1 OR 3 WITHOUT A TEMPORARY CONSTRUCTION EASEMENT. 9.1-FT WIDE BLOCK WALL IN RIGHT-OF-WAY WITH 42-INCH CHAIN LINK FENCE AT PROPERTY LINE. CONNECT TO EXISTING CHAIN LINK FENCE AT BOTH ENDS. 10.TIE INTO EXISTING RETAINING WALL. 11.CEMENT CONCRETE DRIVEWAY PER COR STD. PLAN 104.2. SEWER AND STORM: 1.PROVIDE 6" SEWER STUB AND APPURTENANCES PER STD. PLAN 406.1 2.CATCH BASIN TYPE 1 PER COR STD. PLAN 200.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 3.CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND SOLID LOCKING LID PER COR STD. PLAN 204.50. 4.CATCH BASIN TYPE 2 PER COR STD. PLAN 201.00 AND RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20. 5.CLEANOUT PER COR STD. PLAN 226.00. WATER: 3.NEW 1-INCH WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). 4.CUT AND CAP EXISTING 3/4-INCH WATER SERVICE AT MAIN LINE BY CITY FORCES. (SEPARATE WATER PERMIT REQUIRED). DRY UTILITY 1.COMPLETE PSE APPLICATIONS FOR POWER AND GAS AND COORDINATE WITH PSE FOR NEW SERVICES. TESC/PROTECTION: 1.PROVIDE CATCH BASIN INSERT PER STD PLAN 216.30. 2.PROTECT UTILITY LINE AND APPURTENANCES. 3.COORDINATE WITH PROPERTY OWNER TO RELOCATE EXISTING SHED. REMOVAL: 1.REMOVE WALL AS REQUIRED FOR PROPOSED IMPROVEMENTS. 2.REMOVE FENCE AS REQUIRED FOR PROPOSED IMPROVEMENTS. 3.REMOVE EXISTING STRUCTURE SHEET NOTES (NOTE: NOT ALL SHEET NOTES ARE USED ON EACH SHEET) ALLEY CL 6'5' 2%2% TIE INTO EXISTING GRADE 4" HMA OVER 6" CRUSHED ROCK BASE 12' EXISTING R.O.W. 42" TALL CHAIN LINK FENCE SCALE IN FEET 10 5 0 10 20 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197ALLEY R-419704 STRAIGHT ARROW HOMES N 32ND ST SFR4PLOTTED: 1/26/2022 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0100.dwgAE AE AE\DW\RR AE TERRANE 9 P B 03/17/2022 ALLEY PLAN AND PROFILE OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFR1'"=10' 4 R1.01BURNETT AVE N(RESIDENTIAL ACCESS)1 4 2 2 2 31 2 1 2 2 1 2 3 3 4 89 T/W: 109.23 B/W: 108.64 T/W: 109.89 B/W: 108.51 T/W: 113.15 B/W: T/W: 113.30 B/W: 111.9210 11 03/18/2022 3/18/2022 install a type 3 barricade at the end of the alley. DEVELOPMENT ENGINEERING NJanders 04/18/2022 SURFACE WATER UTILITY JFarah 04/18/2022 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419705 STRAIGHT ARROW HOMES N 32ND ST SFR5PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE AE AE TERRANE 9 P B 03/17/2022 STANDARD NOTES OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFRNTS 5 R2.00 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419706 STRAIGHT ARROW HOMES N 32ND ST SFR6PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE AE AE TERRANE 9 P B 03/17/2022 STANDARD NOTE AND DETAILS OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFRNTS 6 R2.01 GENERAL NOTES: 1.CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2.ANY DISCREPANCY IN THESE DRAWINGS, SPECIFICATIONS, AND/OR THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, WHO SHALL ADDRESS SUCH DISCREPANCY IN WRITING AFTER REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. 3.THE LOCATION OF EXISTING UTILITIES SHOWN MAY DIFFER FROM ACTUAL LOCATION. CONTRACTOR SHOULD NOT ASSUME UTILITIES SHOWN WILL BE THE ONLY UTILITIES/OBSTACLES THAT MAY BE PRESENT ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO UTILITY PURVEYORS REGARDING DEMOLITION AND REMOVAL OF SERVICE LINES AND CAP LINES BEFORE PROCEEDING WITH FURTHER WORK. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DEVELOPING, EXECUTING AND ENFORCING A SAFETY PLAN TO PROTECT WORKERS AND THE PUBLIC FROM INJURY OR HARM. THE PLAN SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS AND INCLUDE THE FOLLOWING: 4.1.CONTRACTOR SHALL CONSULT WITH THEIR OWN GEOTECHNICAL ENGINEERING EXPERT FOR DETERMINING SOIL CLASSIFICATION RELATIVE TO SAFE SLOPING OF SOILS. 4.2.CONTRACTOR SHALL DETERMINE SAFE EXCAVATION AND DEWATERING METHODS, MONITOR EXCAVATIONS AND EARTHWORK OPERATIONS FOR SAFETY CONCERNS AND PROVIDE SHORING AND OTHER PROTECTION AS REQUIRED TO PROTECT WORKERS. 4.3.IT IS NOT THE INTENT OF THE CONSTRUCTION DOCUMENTS TO DICTATE ANY UNSAFE CONSTRUCTION MEANS OR METHODS; CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF CONSTRUCTION CONFORMING TO THEIR SAFETY PLAN AS REQUIRED TO CONSTRUCT WORK SHOWN ON THE CONTRACT DOCUMENTS. 5.PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, AND/OR OTHER APPROPRIATE BEST MANAGEMENT PRACTICES; COORDINATE MEASURES WITH OWNER AND CITY OF RENTON. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: 1.EROSION AND SEDIMENT CONTROL (ESC) MEASURES SHALL BE IN PLACE PRIOR TO THE BEGINNING OF GROUND DISTURBING ACTIVITY. 2.ESC MEASURES ARE NOT LIMITED TO THE ITEMS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ESC MEASURES. SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL NOT BE ALLOWED. 3.THE CONTRACTOR SHALL MAKE A DAILY SURVEILLANCE OF ALL ESC MEASURES AS REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL ESC MEASURES AS DETERMINED NECESSARY BY THE PROJECT ENGINEER, OWNER OR INSPECTOR. FAILURE TO COMPLY WITH ALL LOCAL AND STATE ESC REQUIREMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED AGAINST THE CONTRACTOR. 4.DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH), ALL DISTURBED SOILS SHALL BE STABILIZED WITHIN 48 HOURS AFTER STOP OF WORK. DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH), ALL SOILS THAT WILL BE UNCOVERED OR UNWORKED FOR 7 DAYS SHALL BE COVERED OR STABILIZED. STABILIZATION MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO: COVERING THE AFFECTED AREA (INCLUDING SPOIL PILES) WITH PLASTIC SHEETING, STRAW MATTING, JUTE MATTING, STRAW MULCH OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKE PLACE AS WEATHER PERMITS. 5.TRENCH DEWATERING DEVICES SHALL BE DISCHARGED IN A MANNER THAT WILL NOT ADVERSELY AFFECT STREAMS, DRAINAGE SYSTEMS, OR OFFSITE PROPERTIES. 6.CATCH BASINS/INLETS RECEIVING RUNOFF FROM THE PROJECT DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER WILL BE FILTERED BEFORE ENTERING THE CONVEYANCE SYSTEM. 7.PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE DEVELOPED CONDITION) AND STABILIZE. DEMOLITION NOTES: 1.THE DEMOLITION SHOWN ON THE CONSTRUCTION PLAN IS NOT INTENDED TO BE AN EXHAUSTIVE LIST OF ITEMS TO BE DEMOLISHED. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. DEMOLISH, REMOVE AND LEGALLY DISPOSE OF ALL EXISTING IMPROVEMENTS NECESSARY TO ACCOMMODATE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 2.ALL CONSTRUCTION MATERIALS SHALL BE NEW EXCEPT FOR THOSE IDENTIFIED TO BE RELOCATED ON THE PLANS. RESTORE ANY ITEMS DAMAGED DURING CONSTRUCTION TO THE PRECONSTRUCTION CONDITION. 3.LIMITS OF DISTURBANCE ARE SHOWN PAST THE PROPERTY LINE FOR CLARITY. LAND DISTURBING ACTIVITY SHOULD NOT EXTEND ONTO ADJACENT PROPERTIES UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING LOTS, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS ON THE DRAWINGS OR WITHIN THE GEOTECH REPORT, WHICHEVER IS MORE STRINGENT. 5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF ALL UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. WHERE SHOWN, THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 8.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. 9.STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR, UNLESS OTHERWISE NOTED. GRADING NOTES: 1.ADA COMPLIANCE: ·a.SHALL BE IN ACCORDANCE WITH CFR 28, PART 35; ·b.FOR WORK IN THE RIGHT-OF-WAY, CFR 28, PART 35 SHALL BE SUPPLEMENTED BY THE PUBLIC WORKS RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG); ·c.ALL SITE IMPROVEMENTS SUBJECT TO THE AMERICAN WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN SHALL MEET THE FOLLOWING MAXIMUM SLOPES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE AND REPLACE IMPROVEMENTS OUT OF COMPLIANCE WITH THE ADA STANDARDS. 2.THE FOLLOWING MAXIMUM SLOPES SHALL NOT BE EXCEEDED UNLESS NOTED ON THE PLAN AS A “MAXIMUM EXTENT FEASIBLE” (MEF) LOCATION: a.LONGITUDINAL/RUNNING SLOPE OF WALKWAYS AND CROSSWALKS: 5.00% b.CROSS SLOPE OF SIDEWALK: 2.00% c.LONGITUDINAL/RUNNING SLOPE OF RAMP: 8.33% d.CROSS SLOPE OF RAMP: 2.00% e.LONGITUDINAL/RUNNING SLOPE OF LANDING: 2.00% f.CROSS SLOPE OF LANDING: 2.00% g.TOP OF CURB SLOPE AT RAMP FLARE: 10.00% h.FLOW LINE SLOPE AT PEDESTRIAN CROSSING: 2.00% 3.REFER TO SOILS REPORT FOR PROJECT FOR INFORMATION ON EXISTING SITE CONDITIONS. 4.THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 5.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6.ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES THAT WILL BE PRESERVED TO FINISHED GRADE WITHIN AREAS AFFECTED BY CONSTRUCTION. 7.THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 8.PROVIDE SOIL AMENDMENT PER STD. PLAN 264.00 FOR DISTURBED AREAS (THAT WILL NOT BE IMPERVIOUS IN THE DEVELOPED CONDITION) AND STABILIZE. STORM DRAINAGE NOTES: 1.STATION AND OFFSET CALLOUTS FOR STORM (IF PROVIDED) ARE TO CENTER OF STRUCTURE. 2.PIPE LENGTHS NOTED ON THE PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3.REMOVE ALL SILT AND DEBRIS FROM EXISTING DRAINAGE PIPES AFTER CONTRIBUTING BASIN AREAS HAVE BEEN PERMANENTLY STABILIZED. ABBREVIATIONS: AC ACRE APPROX APPROXIMATELY APWA AMERICAN PUBLIC WORKS ASSOCIATION ARCH ARCHITECTURAL ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BLDG BUILDING BMP BEST MANAGEMENT PRACTICE BOM BOTTOM OF PIPE BW BOTTOM OF WALL C/COMM COMMUNICATION CL CENTERLINE CB CATCH BASIN CF CUBIC FEET CI CAST IRON CL CLASS CMP CORRUGATED METAL PIPE CO CLEAN OUT COB CITY OF BELLEVUE CONC CONCRETE CPEP CORRUGATED POLYETHYLENE PIPE CR CROWN OF PIPE CSTC CRUSHED SURFACING TOP COURSE CSBC CRUSHED SURFACING BASE COURSE DEPT DEPARTMENT DI DUCTILE IRON E EAST EA EACH EC EXTRUDED CURB EG EXISTING GRADE ELEV ELEVATION EP EDGE OF PAVEMENT ESC EROSION & SEDIMENT CONTROL EXIST EXISTING FFE FINISH FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLANGED FT FEET/FOOT G GAS GRVL GRAVEL GV GAS VALVE H HEIGHT HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH L LENGTH, OR LEFT LAT LATITUDE LF LINEAR FEET LON LONGITUDE MAX MAXIMUM ME MATCH EXISTING MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT MON MONUMENT N NORTH NC NO CURB NO. NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMTER OFF OFFSET PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PP POWER POLE PRC POINT OF REVERSE CURVE PROP PROPOSED PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT R RADIUS RCW REVISED CODE OF WASHINGTON ROW RIGHT-OF-WAY S SOUTH SCH SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SF SQUARE FEET SPECS SPECIFICATIONS SQ YD SQUARE YARD SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT ST STREET STA STATION STD STANDARD SWPPP STORM WATER POLLUTION PREVENTION PLAN T TELEPHONE TC TOP OF CURB TEMP TEMPORARY TESC TEMPORARY EROSION & SEDIMENT CONTROL TP TOP OF PAVEMENT TOP TOP OF PIPE TW TOP OF WALL TYP TYPICAL UG UNDER GROUND UIC UNDER GROUND INJECTION CONTROL UON UNLESS OTHERWISE NOTED UP UTILITY POLE V VERTICAL W WEST W/WITH WAC WASHINGTON ADMINISTRATIVE CODE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WV WATER VALVE YD YARD DRAIN 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419707 STRAIGHT ARROW HOMES N 32ND ST SFR7PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE AE AE TERRANE 9 P B 03/17/2022 STANDARD DETAILS OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFRNTS 7 R2.02 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419708 STRAIGHT ARROW HOMES N 32ND ST SFR8PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgAE AE AE TERRANE 9 P B 03/17/2022 STANDARD DETAILS OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFRNTS 8 R2.03 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022 DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what'sbelow.Callbefore you dig. THIRD DAY DESIGN 5918 WALLER RD E TACOMA, WA 98443 (253) 256-1812 CIVIL ENGINEERING 44221 PR21000394LUAXXXXXXXXC21004930TED-40-4197R-419709 STRAIGHT ARROW HOMES N 32ND ST SFR9PLOTTED: 8/26/2021 \\EgnyteDrive\ethoscivil\Shared\Projects\2021\21012 mead n 32nd st-31st st renton sfrs\06-CAD\TDD\P21012R0200.dwgABE ABE ABE ABE TERRANE 9 P B 03/17/2022 STANDARD DETAILS OFFSITE IMPROVEMENTS STRAIGHT ARROW HOMES N 32ND ST SFR1'"=10' 9 R2.04 03/18/2022 3/18/2022 DEVELOPMENT ENGINEERING NJanders 04/18/2022