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HomeMy WebLinkAboutR-435444OO TEMPORARY METER CONNECTION NEAR SIDE TEMPORARY/FAR- SIDE PERMANENT WATER SERVICE CONNECTIONS AND METER BOXES ® (:D - OO TEMPORARY METER CONNECTION 0 co N N 75 1 I Cp I N I I I I N I I I w I I I O� p I I � Nb z \ I PLACE SANDBAGS AS I NEEDED TO SECURE PIPE (TYP) � I I I I \ I I I _V \I I I - I I I I I � 1 O I I INSTALL 1" HDPE TEMPORARY "B" ALONG DITCH AND THROUGH SD CROSSINGS AND/OR OVER j DRIVEWAYS WITH RAMPS PER STCB 1234 RIM 548.36 ROW PERMIT I 12" C NC N IE 546.6± CONTRACTOR TO REMOVE AFTER 1FU41L 12" C OF DIRT; NC S IE MEASUREMENTS 546.6± CONSTRUCTION I FR M TOP 0 PIPES I INSTALL APPROX 60LF-10" HPDE VIA TRENCH o0 + TO DEFLECT PIPE AROUND CB. 1 6" MIN CLEARANCE WITH ETHAFOAM PAD. I N , 1 I INSTALL TEMPORARY ----- BYPASS (B) IN 1 SHALLOW TRENCH 1lym STA 32+45.40, 571.8' R INSTALL 10"x8" TEE (FL) N 8" GV (FLxRJ) (2) 10" GV (FLxRJ) THRUST BLOCK SEE DETAIL 1 ON SHEET C-504 FOR CONNECTION N 11 �� o\- 01 SAVE & PROTECT EX WATER METER DURING CONSTRUCTION. ABANDON METER PER KCWD #90 STANDARDS UPON INSTALLATION OF NEW METER P— — P — — 1 MATCHLINE - SEE SHEET C-501 I \ \ I I \ \ \ SHALLOW TRENCH_ _ i 10, FOR BYPASS IN / GRAVEL DRIVEWAY \ [S87- 12' 5 5 " ' -2211 \ E 17 0. 8 5 /S87° 15' V / ---- --I — \ ALLEv i (pUgZ \ C 6"E FH F ----�L-— - _ __ %LLBY \ I X X -�� X -- 171.19' t------- N87 a_ I �Q 15 LF 8" DIP I PIPE BURST EX 6" C.I. WATER MAIN WITH 10" HDPE SDR11 (CONTINUED FROM SHEET C-501) w L0 n ro cd O 00 �I z I r BUILDING T- L/Q 7 W o, ------------- �0 \ , FIRE HYDRANT ASSEMBLY KCWD #90 STD PLAN 14 i I -i ------ 6.95'-- 45° BEND (RJ) - — — --- — — THRUST BLOCKING PER r 7�— 3' 40'/VV PKCWD #90 STD PLAN 2 -- 57.06' II ; 15 7' ' o Pc� I 601 u 10' I 3 I I I I I 15 I 240 LF 8" DIP WATER I �I MAIN IN 15' PUBLIC II EASEMENT 3 I I I I I I I 3 NEAR SIDE TEMPORARY/NEAR ' SIDE PERMANENT WATER FF 545 I SERVICE CONNECTIONS AND METER BOXES ' I 3 TEMPORARY METER , CONNECTION INSTALL 1" HDPE TEMPORARY "B" ALONG DITCH AND THROUGH SD CROSSINGS 0 AND/OR OVER DRIVEWAYS WITH RAMPS ; DOUBLE DETECTOR CHECK I 3 I N ( \M28 / PER ROW PERMIT VALVE INSIDE BUILDING , I I CONTRACTOR TO REMOVE AFTER 20 CONSTRUCTION 6" FIRE LINE 4" FIRE LINE i ICL I I (0 �� �pc� r L / REMOVE AND REPLACE I I ' ,° I I N \ �0 Nag PN\ - 0 29 LF 2 DOMESTIC _____ �, �'I. EX FIRE HYDRANT PER FIRE HYDRANT I 3 WATER SERVICE I 0 KCWD #90 STD PLAN 14 ASSEMBLY KCWD #90 STD PLAN 14 D' ' N \ _ - S87° 21' 05"E 35 LF 6" DIP i �- I i \�SH8+AffH12 \ 63.06' — —(RJ) FIRE LINE -- - -- - - - --- ----- -- ----- IJ`— I I l PIV PER KCWD#90 STD PLAN NO.28 I I N \ I / M12X3 17: LF 8" DIP (RJ) I 3 / 1.5" WATER METER RJ it KCWD #90 STD PLAN NO 5 N I 90° BEND (RJ) — — — — — — �'— — N _ _ — — — — J I THRUST BLOCKING A- --- — ------ -- — -- — PER KCWD #90 I 15' w w w w w w w w I N STD PLAN 2 10' , ----------- ------— — — — — — — — ----- ------I \ S > SS S� ASS SS SS SS SS- 8" X 6" TEE (RJxFL) 6" GV (RJxFL) UP- UP UP- -up------,I M24 0M1 THRUST BLOCKING I I 0 I \ / START TEMPORARY BYPASS 0I (A AN D B) CONNECTION TO EX MAIN w w_ _I PNo ol� FH 95 LF 8" DIP (RJ) El Nye -� o � � I z 1" IRRIGATION METER AND IRRIGATION 0 1 0M6 2 CONNECTION POINT \ KCWD #90 STD DETAIL #3 AND #4 EX 6" Cl 58 LF 4" DIP I M20 (RJ) FIRE LINE — FROST FREE HOSE BIBB FIRE DEPARTMENT SEE LANDSCAPE PLANS / I CONNECTION (FDC) I 0M2 x2 M20 N KCWD#90 DETAIL N0.28 I l — — �C3�63 !S—F14" I 6" X2/ \H6" 171.1 57.06' N N O 12" 0 - 2 -� 12" NCJ 11 1 SEE SHEET C-604 ■ V01 I 20 0 10 20 40 Scale 1"=20' LEGEND — — PROPERTY LINE FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING VERTICAL CURB CURB AND GUTTER - - -- DRAINAGE SWALE SITE WALL Im QUARRY SPALL DISCHARGE PAD AREA/YARD DRAIN TRENCH/CHANNEL DRAIN ❑® CATCH BASIN TYPE 1 (® CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT DOWNSPOUTS DOWNSPOUTS W/ SPLASH BLOCK SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SSMH BOLLARD . FIRE HYDRANT WATER FITTINGS yy WATER SERVICE LINES WATER METER WATER SERVICE LINES 3 FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION TOE OF SLOPE EASEMENT CONSTRUCTION KEY NOTES 01 INSTALL TEMPORARY 1" BYPASS MAIN ON GRADE O2 INSTALL TEMPORARY WATER SERVICE SADDLE O3 INSTALL TEMPORARY WATER SERVICE LINE FROM SADDLE TO EX WATER METER AT GRADE ® INSTALL PERMANENT WATER SERVICE PER DISTRICT STANDARD DETAILS 3 & 4. INSTALL EITHER: A. HDPE INSIDE 2" PVC (IF BORED) B. 2-1" HDPE INSIDE 3" PVC (IF BORED DOUBLE) C. 1" HDPE PULLED THROUGH EXISTING O5 REPLACE EXISTING WATER SERVICE WITH NEW SETTER, METER BOX, AND CONNECTORS. CONTRACTORS TO DISPOSE OF OLD METER BOX © RECONNECT PRIVATE WATER SERVICE LINE TO EXISTING WATER METER � Know what's below. � Call before you dig. Dial 811 T ARCHITkCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine r`Vm Co Ir— sF C) 4z- F WAS1,11� L J NM W O O O O Nt N O O O 4 N Q Z) -J PERMIT RESUBMITTAL No. Description Date: 6 City Comments 8/21/2025 Project Title: Sheet Title: J r m � o Z LV O — V Z ~ Q Q as Z W Q cU w z z z w of LV Z — w -a LL � WATER PLAN ALT 1 Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: Cm502A R-435444