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HomeMy WebLinkAboutW-411603PROPERTY LINE FACE OF BLDG SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' 1 30, INSTALL 2" IRRIGATION WATER METER IN PLANTER STRIP PER STD 320.2 8' 17' 22'+/- 5 r REMOVE I EX 6" W (CI) 10, 12" W (DI) 2" GV (1) 4" ELEC (PSE) 12" SO DI 2" IRR WATER COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. PROPERTY LINE FACE OF BLDG � SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' INSTALL PIV PER STD PLAN 360.5 STREET TREE 8' 17' 5 M REMOVE I EX 6" W (CI) 10, 22'+/- 0 (1) 4" ELEC (PSE) 1 2" W (DIPIC- BLOCK 1 „MIJ 6" GV 6"FW(DIP) COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. s FW SECTION — G SCALE: 1"=10' 0 a_ U F a T s w D I FL ' 4218 Wn Ave N a ,d1a IV Seattle,e, WA A 98103 Cony@dubinem.com N Environmental (206) 698-0057 0 a� PROPERTY LINE PROPERTY LINE FACE OF BLDG EX GRADE SEE SHEET CB-2.21 FOR STREET, SIDEWALK DESIGN IN -BUILDING PIPING, BACKFLOW PREVENTOR BY PLUMBING DESIGNER GARDEN AVE N 30' 1 30' INSTALL 2" DOMESTIC WATER METER IN PLANTER STRIP PER STD 320.2 8' 17' 22'+/- 5 r REMOVE I EX 6" W (CI) 10, 12" W (DI) 2" GV (1) 4" ELEC (PSE) 12" SD DI 2" DOMESTIC WATER COORD. VERTICAL ALIGNMENT WITH SO NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. EX. 6" W (CI) IN GARDEN AVE N TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. GARDEN PROPERTY LINE PROPERTY LINE AVE N 30' 30' PROPERTY LINE LSe3.7:111 PROPERTY LINE EX GRADE ICONC. PAD EX GRADE 5'x5'x6" SEE SHEET CB-2.21 5'*310.1611 22'+/- FOR STREET, SIDEWALK DESIGN (1) 4" ELEC (PSE) ------- ---- CONC. BLOCK Ld CONC. W (DIP) co FH CDR STDIP) NOTES: 1. EXISTING WATERMAIN LOCATION AND DEPTH WERE DETERMINED BY POTHOLING. 2. IF NECESSARY TO FACILITATE FH INSTALLATION, CUT AND CAP EX. 6" W (CI) IN GARDEN AVE N TO N W AND S OF FH LATERAL. OTHERWISE, EX 6" W (CI) TO BE REMOVED AFTER NEW WATERMAIN COMMISSIONED. _J 37.13 3 FH SECTION — GARDEN AVE N (STA 24+68.96)r4 c) CB-5 .21 CB-5.23 SCALE: 1"=10' CB-5.21 CB-5.23 cn W-411603 0�_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING O jchavez 08/28/2020 :D WATER UTILITY M.Mitchell 09/04/2020 O 0 Q ""°°' CITY OF CITC RENTON VB .07.06 = SAS -NOTED "" 1300 BRONSON WAY N .mro TK RENTON _D DnruM RENTON, WA 98057 : 0 Planning/Building/Public Works Dept. 5.23 N0. REVISION BY DATE APPR �d,^amPNL,.a. WATER SECTIONS — GARDEN AVE N.:15�:56 U