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HomeMy WebLinkAboutWWP2703333.1co � _O -PHASE 1RAINIER STATION Y I " z U r FIRE SUPPLY SERVI, P.O.C. & THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE CITY OF RENTON, KIN COUNTY, WASHINGTON ' 5 EAST, WILLAMETTE ah MERIDIAN �► y y N SIZE REQUIRED TO E DETERMINED BY SPRINKLERS STEM DESIGNER _� / / - -- N162T39"W - A_ASSEMBLYr-SE-E-STD-- - -�-� _� ---�--^- -o- t.y arc ��� O Lii - - - _ -- - - - - - - PLAN ONLo ry' Ilow L co titET =- O CL SSCO #2 '12 E:1297906.66 - _ - - - -�1NKL SYSTEM DESIGNER �a ® GRAPHIC(( SCALE I z RIM=49.28 IE=44.93 �� 20 0 10 20 11 40 80 O C C 1OLF-6" PVC SDR35 0 2.00% RD \ a ° 3LF 6* PVC 5 BUILDING *2 (FUTURE] � O N �_ (.� N }' O c c Lv (n N:182269.61 E:1297909.32 SSCO 1, RIM=49,40, IE=45.13 \ 35 �2.33% _° w� STA. 2+26.00 0.00' RT AND SUPPLY (DOMESTICATATHE BE LINES �PERMIT) ( IN FEift I 2b C •- Q _j cd •- •- = z 1000 GALLON GREASE INTERCEPTOR, w 1-10nx6*" TEE (MJxFL) PROVIDED TIME OTER FFUTUREBUILDNG // 1-6* GATE VALVE (FLxMJ) ft. I PARKING STRUCTURE (FUTUREILL = � �s Q - co - F-cd 0- Q UTILITY VAULT MODEL #4484-GA S AIGHT 1EE C.O. 0 INLET FIRE DEPARTMENT 1-CONC. THRUST BLOCK STA. 2+71.33, 0.00 RT N OI�L/ET OF INTERCEPTOR CONNECTION (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE �"j C O �L -r 12LF-6" PVC SDR35 0 2.00% *SIZE PER SPRINKLER 1-1 x90' BEND (MJ) PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) ._ U -I z Q z I EX ,s��AH (crR STUCTURE) TOP 48.E ± C-) �; ,� 2 IRR GATION MEET,R & BACKFELOW - SYSTEM DESIGNER - - - - - 1-CONC. THRUST BLOCK _ _ _ _ __ 0 O crR CHANNEL 44.48 PREVE TION, Sft IRRIGATION PLAN FOR TAILS N C Q (� C o Q F- I- z 8" CONIC. (-E) 8" CONIC. (-w) D I w N15'38'20"W 10' ( - I �� STA. 2+86.94 0.00' RT 65LF-10 WATER O Q Ln N N (� s" coNc (-SW) ,S 2a Da GSTiG l i 1-FIRE HYDRANT ASSEMBLY N:182280.50 w STA. 2+06.68 0.00 RT I LLJ - E:1297933.32 w 1 1-10'I BEND MJ CENTER OF�HYDRANTRT ( ) I -- -- - __ O - T z SSCO 3BLOCK-- I 1-GONG. THRUST, SEE STD. PLAN 6102 D R ON SHEET C3.4 _ - - - `� RIM=49.40 - -_R� $_ ° 9 RDA ° I - BUILDING *3 (FUTURE] z ,,SDR3 0 2.0 % - - XL uj o -- - -T--- -- STA. Z5+51.33, 0.00 RT (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE O O - ` -- --- --- 1-FIRE HYDRANT ASSEMBLY PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT ) J I I STA. 1+91.05 0.00' RT � I z STA. 3+50.00 0.00 RT PROPOSED LT STA. 5+OF STA. 5+65.33 0.00' RT XST `SSm H BUILDING I I 1-FIRE HYDRANT ASSEMBLY co- I LO i 1-10" GATE VALVE (MJ) c I STA. 1+91.05, 31.85 LTSEE MEN WATER EASEMENT H RA T CENTER OF HYDRANT STD. 1- BEND(MJ) I =4.50 a FF= 49.50 ° D Q CENTER OF HYDRANT -------- - - - _ 1-CONC."X9" ° - -- 2" MESTIC WATER ERVICE _ L _ _ ---------------- o SEE STD. PLAN 8102 I - - - - - -- - - - - - o I ON SHEET C3.4 I UT N15'38'21"W w 0' I w 10 w t0" 9TD. PLAN BR1 .2 ON ( _3 I - 0 �' I 237LF-10" WATER 9 � CLANDSCAAPE I _ I ----------------------- - - - - - - - - - - - - - - - - - - o a ___ BOX N $LANDR L- - _ _ DINATE WITH M tHANICAL STA. 3+28.33 0.00 RT DINT OF CONN I I 1-10'I BEND (MJ) o I M OP 48 TYPE 74 R�� ° I I 1-GONG. THRUST BLOCK PROPOSED LOT LINE IE- ADJUST r= I N13'40'20"W AL S N20roa'38°W _= _ _ i 2$.96' `' � C7 I - I I j I 24 coNc rF 43 51 (rN S) �10 rE W a F E FN0 244 No(our E) .- ° TO GRA (TV.) I STA. 1+02.68, 0.00' RT 31.19' ® I I FNp. INTERSECTION W/ ROW - -- Z = --- - ( o RD RD a oCL I ( EXST. 16" WATER m rn D I I EXST. 16" WATER Q o I \ ,W N15'38'20"W - -- - - - - e - _ _ �� N15'38'20"W - �, -- - - - _ - - - - ° _ z 0 44.00' - - �- a W 0 1 N - .._ ��. - - _-_ - a ° -- 2 ti- 6 ° a o 1b 6" ° �N ® �" ° o W� 1 a 6" �W '1 w i 4 ZUIJ.'UU° G ° 4 6� ° ° a - E -- W a - w W 1 a -- 16" Q a a a° w --- -- - - w 4° a -- -0 ---- 2 D 8 12" SD - = -� _ - EXST, HYDRANT, PROVIDE 5" r, 4„ _ w ----- 4" --- W 4" -- w-_..__._ - 4" - C�J LL�l SD SD 12 -- --- -12" - , ; -- ----- -- - - -- - c - 0�' �T--- - v - - SS _ - R,. -- -_ -- -_-- g �T� 1 F90�01�" SS �° 1-16"x10" TEE (FL) ABANDON EXISTING WATER METERS P 4 - SD SS12 8„ w 4" w -- ----a @° ° 8„] 12" SD ___ 12' -- SS SD _ 8„ 8 ; STA. 6+17.28 0.00 RT RP ca TYPE 1-16"x10" TEE (FL) w 4 w 4„ D _ 2„ - - SD --- 8 2" SD 8 - EXST. HYDRANT, Ex. ssMy r_ W oQ J Zz P Q �Q o wo STORZ FITTING tk soMr ro 2I4 s ''rPF rr I FX EXST. HYDRANT, „ " 1-16 GATE VALVE FLxMJ ( ) PER CITY STANDARDS TYP. PROVIDE 5 STORZ ( ) FITTING 2-16„ SLEEVES (MJ) n r 4g44 crR „ s° rF srucru 1-16 GATE VALVE (FLxMJ) 4s. REI e 5g Maur 2-16" SLEEVES MJ roP 49 TYPE s) „ roP so. crR sr PROVIDE 5 STORZ crR 94 ucruRE cyq FITTING q" P /VI 4s. (_N) 2s Q � _ ce 8" Nc rYP CO rF TOP 4707 f ! FX 1-10 SLEEVE (MJ) I-- Ifs 6*CVALME C FL XM S) RAINIER AVENUE N ri cT 1-10" SLEEVE MJ) - 8' rF R SrUCrORF 8„ PRR (-s) 43 12„ COIVC 8 CONIC 46.20 CO/VC ss/y ' I 4s92 1-GONG. THRUST BLOCK 44.oI �,N_N) - 18" rfr44196 (rN_N) (ou T s) 2 CONC crR RR'? CITY OF RENTON WILL PROVIDE CUT IN 8?crF CITY OF RENTON WILL PROVIDE CUT IN ONr, N) rE 4j o5 (/N-E)) (our_ 8' ,P , c � NP 43.49 CONNECTION. SEE STD. PLAN B113 ON N15'3s'21"W 526.43' �, SHEET C3 9 FOR CONNECTION. DETAIL-- - - - - IF 12 " rf 46. (� CONNECTION. SEE STD. PLAN B113 ON - , -SREE1- C FORTGRRECT V DETAIL our a - ' --� �- 8=pr - s) 17_�R 04 II w a Z W 0 J o o J V w -- -- � STA. 1+00.00 „ 58 1-16 x10 TEE FL 1-16 GATE VALVE (FLxMJ) -- _ „ " 60 1 16 x10 TEE (F " 1 16 GATE VAL (FLxMJ) I58 2 16" SLEEVES (J) LD N 2-16„ SLEEVES (MJ) 56 1 10" GATE VAL (FLxMJ) _I �- 1-10 GATE VALVE (FLxMJ) 56 1 10" SLEEVE (MJ) SLEEVE MJ ( ) 54 1-CONC. THRUST BLOCK - -- -- - - - - THRUST-�C�- CTY OF RENTON WILL PROVIDE CUTi IN 54 CITY OF CUT IN- WILL DHALL IIRACTOR SHALL COORDINATE = = CONNECTION.TCONTRACTOR SON 52 COORDINATEC EXISTING GRADEE WITH THECITYOF' RENTON. SEE STANDARD PLAN 1 52 6.5 c� , 1 - _�_ 8113 ON SHEET FOR CONNEC ON DETAIL a 0 Q 61 3 ONESHIEETQC3.5 FOR CONN'CT10N DETAIL 50 ----- - -- - _ - - _ - - I ��� - ---- ---- 1 z z a48 o _- - _ - - _ - - - -- - - - - _ - - � - - -- ---_ - - - - - - -- -�- -- -. 50 v, o M PROPOSED GRADE „48 10 DIP CL. 52 (TV _ W o 04 Q _j z Ld Q �w Q 8 w W o co 44 42 STA. 2+26�I100 „ MJxFL) j STA. 2+8 44 42 >_ m FIRE HYDRANT TEE " 1-6 GATE VALVE (FLxMJ) FIRE HYD .94 ANT TEE STA. 3 1-10 " 50.00 STA. 5+51. FIRE HYDRANT 3 TEE STA. y o Q cn ATE VALVE MJ - 38 - - - _ STA. "2+06'BEND I - r= ON -T .68 _ ROT-�L - _ - --- STA. 1-10" ------ +71.33 ------ STA. 3+28.33 1_10"x90" BEND (MJ) --- -- - _ - -- I "5+65.3 - 1 t>J 90- 1-GONG. lvtr- M) - RUST BLOCK -- - � 38 .� � a a � � W a �, � y W a a ® co J Q w o _ o- = � � Z 90' BEND (MJ) M 2T DOMESTIC C SE CE SERVICE 1-10 x90' (MJ) 1-GONG. THRUST BLOCK 1 GONG. THRUST BLOCK >?�a�� Q��� CONNECTION 1-CONC. RUST BLOCK Z N o N N ch N 6 36 O cC C4 d- to �, 00 �� I� N O0 C5� CD O O� O O� CD -- CC C6 �. 6� O �. U7 O Qj O �. �f'�Lr) O O� O=� Ol , 1, 6� Q 0� 6� d- Qj O �f'� O rs; O �„ � O � ,d. O Ln O � O �f l Z O - F 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 W RECOMMENDED CHECKED FOR COMPLIANCE CITY OF RENTON o dbID1 of ASft��cT�L� FOR APPROVAL TO C Y STANDARDS BYI"+�+G+=-� �, 6 BY u DEPARTMENT OF PUBLIC DATE L Od DATE UTILITY PLAN WORKS C 3.1 M - BY �� g V jA� CALL 48 HOURS ='� _ REUSE OF DOCUMENTS _ g DATE THIS BEFORE YOU /� (M1a �i► 'A�j 34858 ,w� �.� REGISTER � DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE'MTH WAC 196-23-070 AND CHAPTER 19.34 OR ATI UNAUTHORIZED DOCUMENT ENTkTEWLON VA ANY OF THE - - 1 INFORMATION ON THIS DOCUMENT N111 INVAUIOATE THE DESIGNED: GCH DATE: 07�03�06 FILE NAME: 203615-C3.1 1= � s`SjONAL DOCUMENT, MY CERTWAQ! )N AND SII�IAPLIRE, DRAWN: GCH z w ' Q A '1- V O O - 4 2 4 - 5 5 5 v - �'l� v `" .' ' 1V� IDEAS ANO DESIGNS INCORPORATED HEREtN, AS AN INSTRUMENT OF PROFESSIONAL SERNCE, IS THE _ CHECKED: JMW SCALE: 1 " _ 20' FIELD BOOK: PAGE: LE _ EXPIRES 11 / (d7 / (1i�� PROPERTY OF AHBL AND IS NOT TO BE USED, IN NHOLE OR IN PART, FIXt ANY OTHER PROJECT WITHOUT THE VR+IIN P RT, AUTHORIZATION of AHBL. NO. REVISION BY APPR. :D:ATE APPROVED: SHEET: 10 OF:18 DD4ECTDAi F]F' PUBLIC HORICS CO ; 5 - -53�301 Cw--53-5301} %CANNEO OCT 17 2 O z m O J m Q y Of