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HomeMy WebLinkAboutS-369401CL CL D_ r SHEET A107ES 1. SEE SHEET C2.1 FOR LOCATION OF WATER AND SANITARY SEWER PUBLIC MAIN RELOCATION WORK WITHIN OVERALL SITE PLAN. - �- 2. SEE SHEET C5.2 FOR SANITARY SEWER PROFILE 3. THE BUILDING MECHANICAL PLUMBING DESIGN SHALL CONTROL THE SERVICE SIZES FOR DOMESTIC WATER SUPPLY, EXCEPT THE FOLLOWING MINIMUMS SHALL APPLY: 4 "0 FOR WATER AND 6 "0 FOR SEWER. OORDINATE SIZE AND LOCATION WITH BUILDING MECHANICAL DESIGN. 4. WATERMAIN SHALL BE 8 "0 (MIN.) DUCTILE IRON (DI) CLASS 52 PIPE. USE RESTRAINED JOINTS AT ALL LOCATIONS WITH GREATER THAN 15`i SS MH' 48" SS MH - 48" - PIPE SLOPE. 'RIM 209.91 RIM 214.72 IE 202.91 - - IE 207.72 ; _ -- - -- - " -- - \\ IN: 3" CUT- DDCVA IN VAULT 1 (ASSUMED/FlELD VERIFY) -- \ PER COR STANDARDS. \ 11hahe - 22.5' BEND (MJ).. x _ - -- INSTALL 5' STORZ FITTING ON - \ NEW BEND AND 010W TO FACILITATE W /8° SLEEVE _ I EXISTING HYDRANT NEAR REALIGNMENT OF DOWNSTREAM SANITARY SEWER �_...- AND COUPLING I RELOCATED SANITARY SERVICE PIPE, IE 205.39, - f ENTRANCE TO EAGLE RIDGE (FIELD VERIFY INVERT ELEVATION AND ADJUST SEE SS PROFILE 2/C5.2 u, SEWER EASEMENT (7YP) ASSISTED LIVING FAgLITY 24 LF 8 "0 PVC SS DOWNSTREAALPIPE SLOPE AS NEEDED) w \� 0 — ft/ft _ _ — — — — / / W'—' -- \ \ a -- — — — — - 24 LF B "6 f'VCSSS�055 'S ._w DC PIV - - - ' - RELOCATED SANITARY. RELOCATED WATER ��� J' : SEE NORTH BUILDING: WATER - —SOLDIER ,P6F -WALL SEINER EASEMEM EASEMENT / _ �,,,,�� \'(I+ ® SERVICE DETAIL, SHEET C5.1 �� 3" BUILDIN - DOMESTIC JIATER (REFERENCE) (TVP) � - _�, v VICE WITTH METER "AN I I { \ \O� \ `�r� SEE WATER PROFILE I /C5.2 , ,R /// /// p Q. \ \ \Q �VFIASSEMBLYJN' VAULT PER -� - ---1 \\ /yam. \�,'F 'SEE SS PROFILE 2LIC52� <� --- ----- --- - - - - -- / \ C�STD PLAN,,. 20.4 \ S - - - -- I ie - _ p -- - -- -- �gR ,�� / -_ :� -- -- J/ - - GATE \ \\ / 8' GA}L/VALVV(MJ) -- NEW FIRE HYDRANT w' _ _ _ _ ASSEMBLY W/ 5. STORZ / \,� LVE (MJ) / FITTING PER COR':STD 8° VA PLAN DETAIL 310.1 .. ' , I f � ' . " .' . // ', ' '. / / 8x4- TEE (MJxR AJ) / .. / / /4° GATE VALVE (FLxMJ) SS MH 48° O \ly\E1 /t,/ RIM 192.27 ,/ / ,/ // 8'x6° TEE (MJkIaAj) 1 - 2 - 8" GATE �' / / 11 -1 4' BEND MJ IE180.04 / 4 / / 6" GATE VAI�(FLAI UG BLDG PARKING f / �/ /O _ / J( ) / 6" BUILDI FIRE SERVICE WITH VALVE (MJ) Aj / /� 90` BEHD(MWt) //. JJJJ�� DOUBL'DETECTOR CHECK VALVE / F.E182� /'v / I O� , " / a- // ASSEMBLY IN VAULT, POST / ffOICATOR VALVE, AND FIRE CUTmIN WATERMAIN ° / t �• ` � y �` }� \; // , ' � - �- � DEPARTMENT CONNECTION P � / PAR CONNECTION: y/ • y� A\ / / - -� : V�� \�1_ R / / CDR STD PLAN DETAIL 3607 _ W 8" SLEEVE AND COUPLING �" A A_ NORTH BUILDING WATER SERVICE DETAIL SCALE: 1 " =5, L�, �- 176--- - - - -- ' - `�.� /. SEE SOUTH BUILDING WATER SERVICE DETAIL, SHEET C5.1 x-174 -- -- ,- --_- .. // 8" GATE VALVE (MJ) /\ \ - - -'�\ GATE BUILDING SEWER SERVICE - 6 "0 (MIN.) / / > — _ — — — — — — — 8' VALVE.(AIJ) / / ` / RELOCATED — — — — UG BLDG PARKING PVC D 0.020 SIZE MINIMUM SLOPE? , / / / F.F. 178.00 - - \ / COORDINATE SIZE AND LOCATION WITH I / � � Q ,^^ / I SANITARy&EWfER �— -- ----- - ----- --° - -- I \\ BUILDING MECHANICAL DESIGN. \ / "% PROFILE:2 �, ENT - - -- - -- �— / _ // / / --- - - --r- �- - - -� a 8x6" TEE Jx,F1�MJ) I�0 �1� \ \ \ iy 6" GATE VAE41: (fL:cMJ) / CE ER) T FIRE.', IKiC1Z t, � INSTALL 5" STORZ FITTING � - / \ \ds_N \) \ ON EXISTING HYDRANT E ER \VNTfI`QOUE D C70(2 / 4 "x GATE VALVE `(FLx1AJ ac 1(ALVE\ASSQABLY\IN vgULT, posT\ _ / INDI§ATOR VALVE; ---AVID FIRE "DEP T \ \ \ \CONNECTION PER CDR STD PLAN DETAIL BUILDINt SEWER SERVICE 6 "0 (MIN.) ° ° ° ° K �,NE i ,// 4'\ \ // 4r.0/ > .3660.2 - -- _ _ -_- PVC 0 0.020 ft ft MINIMUM SLOPE. -� '� V A �° / / / �\ -SS MH 48° / \ - I COORDINATE SIZE AND LOCATION WITH r - RIM 17281 / I / . ` —� - - _ _ BUILDING MECHANICAL DESIGN. IE 167.31 CONSTRUCT NEW MH' ./� - -Jss -- - �\ 00 �-- -; "v \ \ \i 4 \\ :OVER - EXISBIF SS � 6k, L� FOR COMMERCIAL SPACE: C \\ \\ \ III 6-/^ -- INCLUDES METER ASS LY Iq, i / _ - -_- _ - _ . - - VAULT PER CDR STD' PLAN AND CORE DRILL NEW 6" ON 8" _ - - -- — / SERVICE TAP PER CDR STDS , 1 -' - RPBA IN HOT89X PER COR STD �\ - 62 - - -- -- - -� �- -� �- / PLAN 350.2/ \ k -- - - -- _ IRRIGATION \ ''160 - _{ �N1 / SERVICE WITH METER AND CHECK VALVE SOS t V A'f1 // ASSEMBLY IN VAULT ROAD \4 PER CDR STI PLAN �, \ i'NS01R \� � - v yr / /I COMPLIANCE WITH-CITY OF T� RE _ �� �,'�i' I/ �r STANDARD �- i L' B DATE: _ �'� �/_ W v py BY BATE: Taylor Engineering CALL BEFORE YOU LW Consultants 1-800-424-5555 N. Ste 201 td 485 Rama Bhd W. 425 -391 -1415 FOR FIELD LOCATION OF UNDERGROUND UTILITIES P.O. Box 1787 fax 425 - 391 -1551 W quah, WA 96027 wwwAacavLm / GRAPHIC SCALE -20 o 10 20' 40 ,� z i inch 20 i (TIr >�er f tL UTILITIES EXTENSION PLAN SO SCALE: 1"=20' wr CITY COMMENTS WNT 6 5 13 RP CITY COMMENTS WNT 4 8 13 °mLT NO. REVISION 8Y DATE APPR SCALE: 1 " =5' " =2 0' W_3 69401 DATUM a � scxx s xm o«E� s*ux �nar W - -w— 3 DDCV IN VAULT PER 'CDR SIP s \ 3" BUILDING DOMESTIC I \ i WATER METER ASSEMBLYI PER Cm STD PLAN I \ UILDING WATER�SERVIC� ETAIL \ BUILDING PERMIT 1500 & 1600 11/16/12 APARTMENTS & OFFICES UTILITIES EXTENSIONS PLANS C5.1 cry: [d3691+0I IAI— ININININIA14