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HomeMy WebLinkAboutS-333301M . e' o w a � a oo RAINIER STATION- -PHASE 1 x4 5 8Yb o o cv THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN /y ° er U LL u N FlRE SUPPLY SERVICE, P.O.C. & SIZE REQUIREN TO BE DETERMINED - ��I� -% CITY F RENTON 13 COUNTY, WASHINGTON / �j BY SPRINKLER STEM DESIGNER �� - t62.T39,7y - -� -i / - - 5 -- J / - - A1eSSEMBIV�SGr•FSTD� - �' ?- I - ' r-. LL0 PLAN 8099 ON C3.4 /c I I O O 0- : . : . SSCO #z INKLLrsY / ®- GRAPHIC SCALE Z RIM =49.28 a IE =44.93 10LF s° PVC sDR35 ®2.00% RD N:182269.61 E:1297909.32 / i ,y/ / Y 3LF 6 PVC ` ° BUILDING *2 [FUTURE] SD�t3� ®2.33% E / 20 0 1. : za i a eo I O C D O O 'C co L C _ O V N J J W (n Q SSCO #1, RIM = 49.40, IE =45.13 �� W STA. 2 +26.00 0.00' RT - ® (DOMESTIC WATER AND FIRE SUPPLY.. LINES WILL BE h 2 i- 10 "x6 TEE (MJxFL) OF PERMIT) PARKING STRUCTURE IFUTUREInoh = 2 iL I Q � ) L. co QQ c a = Z 1000 GALLON GREASE INTERCEPTOR, UT LITY VAULT MODE[_ #4484 -GA w PROVIDED AT THE TIME FUTURE / // T() 1 -6•' GATE VALVE (FLXMJ) STRAfGHj E C.O. ®INLET FlRE DEPARTMENT 1 -CONC. THRUST BLOCK STA. 2 +71.33, 0.00' RT BUILDING (DOMESTIC WATER AND FIRE SUPPLY LINES WILL BE - � O ,L L C V Z � O Z 12LF -6° PVC SDR35 ®2.009° EX. SSNH (C� STDCTURE I aP as -T FLEE AN 'OU T OF INTERCEPTOR CONNECTION -SIZE PER SPRINKLER 1 -1 x90' BEND MJ g - SYSTEM DESIGNER 1 -C NC. THRUST BLOCK 2° IRE GATION METER J& BAgCF10YL - - - - , PROVIDED AT THE TiME OF FUTURE BUILDING PERMIT) .O- i 7 C 7 � O Q CTR CHANNEL 44 48 e' coNC (E) PEEVE TION, SSE IRRIGATION PLAN FOR D�TAILS I N153820 W ® O >` Lc) N U a' CaNC. ( -v,) W 10 I I 65 -10" WATER STA. 2 +86:94 0.00' RT "fl °QSfiG W 6° CONC ( -SVI) s Z 1 -FlRE HYDRANT ASSEMBLY _ _ z ry � _ _ _ _ w STA. 2 +06.68 0.00' RT STA. 2 +86:94, 8.50' RT O ° LJ N: 182280.50 W 1 -10 "x90' BEND (MJ) CENTER OF HYDRANT E:1297933.32 I SEE STD. PLAN 8102 it z Q RIM= 9. o RIM • RD I 1 -GONG. THRUST R ON SHEET C3 BUILDING •3 IFUTUREI (Qj z =49.40 IE =44.70 ° :- \I TA 5 +51.33, O:OO RT (DOMESTIC WATER AND FIRE SUPPLY LINES WiLL BE O 0 o DR3 ®2.0 7 �, 3 I i- FlRE - HYDRANTASSEMBLY PROVIDED AT THE TIME OF FUTURE BUILDING PERMIT) -J A. 1 +91.05 0.00' RT ^qc PROPOSED 15.00' STA 5 +51.33,.10.00' LT I ^ I STA. 3 +50.00, 0.00' RT CENTER OF HYDRANT STA. 5+65.33 0.00' RT BX$T SS H BUILDING a1 E= 6 0 "I f\ I 1 -FIRE HYDRANT ASSEMBLY z � I o I STA. 1 +91.05, 31.85' LT I 1 10 GATE VALVE MJ I WATER EASEMENT SEE STD. PLAN 8102 ON SHEET C3.4- 1- COx90' BEND (MJ) - N 1 -GONG THRUST BLOCK a . FF =49.50 / D3 OF HYDRANT - - - - - - I - - - - - - - - - - - - _ - - - - , I ° SEE STO. PLAN 8102 o ON SHEET C3.4 I N15'38'21'W W 2" MESTIC WATER ERVICE. TD. PLAN BR1N I I W ° to I I ^ r� I I o W - I 237LF -10° WATER - - - - - - - - - - - - 'o C3:4, LOCATE R BO IN LANDSCAPE LAND DINATE WITH M HANICAL y I STA. 3 +28.33 0.00' RT L - - - 1- - -- - - - - °x90' - - - - - - - - - - - - - - - , D Ex Ce OP 4s IE // flDINT OF CONN I 1 -10 BEND (MJ) D D ` n 3 I 6 °PUG E a u 1 -GONG. THRUST BLOCK PROPOSED LOT LINE I N o zq cMa /E 4J 365 51 Cf ADJUST AL $ I I I N -438 °W - N9_2920°'M i ONC, NO ENO qa o�l(OUT E) .. co TO GRA ( .) I STA 1 +0268 31.19' \ I I' I IND. Q I INTERSECTION W/ z CL RD RD I EXST i6° WATER I I �, EXST. 16" WATER Q I Z - G .w D QW N1538'20'W - - - - - - - - 1 - - - - - - - ° < " W i6 w CL O .L. I6 °a N. i6" W I6" I °� w 4 r Q . w w a° .-E7 - IZ -�D a Iz° SO EXST. HYDRANT, PROVIDE 5° EXST: 4° w 4' W 4: w 4. .:, \\\ sD - p" SD : IZ °, 50 iz" sD I SS 8" Ss a° 9° £ Ss 1- 16'x10° TEE (FL) ABANDON -- ABANDON EXISTING WATER METERS HYDRANT, VALVE P 4° w "" El W e a 12" SD 8.. 12" Ss SD 'SS a °. STA 6 +17:28 0.00' RT EOn Sgt 1 c� 1 -i6 "x10" TEE (FL) a lE sUCruRE 1 -16" GATE VALVE (FLxMJ) W 4. 8" 2' Ss 612" SSS - EXSL HYDRANT, oP SoMH c s U PROVIDE 5" STORZ BTR CNgNN CN RE J w W Z Q m� a a s STORZ FITTING _ sc PROVIDE BTO, x26 T �E n I Ce TYPE I FITTING I2, 1 -16' GATE (FLxMJ) PER CITY STANDARDS (TYP.)'' 5° STORZ E w 1 -10° SLEEVE (MJ)) i -10 � 6MC VKOIC C FL XH S) E N� RAINIER AVENU 48.44 Ex Ce (our_3 2 -16 "'SLEEVES (MJ) m 6Ta� <9. T �E n crR S�c� 1 -10" SLEEVE (MJ) RE. FITTING PVC ft 4629 8 P� ( -s)) CcIvc 4-1g6 (IN_ 6COAI0 c 4620 (OUT E f 1 N' Top 48MH 1- CONC.THRUST: BLOCK , CNA42 I STD PPLAN 12�IE.44.oz (IN -N) CITY OF NT ON WILLCROVIDE CUT iN 8 CO (lN- Nc /6 N) CONNECTION. SEE STD! PLAN 8113 ON > z° com 43956; _ ) Cif 41.01 NNE] 4 CONN TION.TSEE 8113rON 3 4g £ N75'36'21'W 526:43' 6 12' 46 . - - - l- r- S) N`f7 -- ' S}iEET CSJrFQR -DDNN Di�DETAIL: _ _ (Our) PVC /(-N) £ ]HEEL C'S 5 FOR WNNF(`M DETA 17 79 04 a 60 STA. 1 +00.00 _: - _ - - - - - 1 zII o a a o w (g _ _ - -- - - ----- - - -- - -- - - - . - -- _._.: -- - -., _ - _:. - - - -- -- - -_ -- - 1 - -- 16° CATE_VAL (FLxMJ) 58 1 -16 °x10° TEE FL) w 58 1 -16° GATE VASE (FLxMJ) _ - -- - :. _ -- - - -- - -- - - 2 16TSLEE�ES-( J). '(FLxMJ) J h 2 -16° SLEEVES (MJ) _ - -_ - -- - - .- __ �.. _. -_ _ . -.:_ - - -- -- _ ___...- -- ---- - -- -_ _ _ -- 1 .. - 10 ,CAPE VAL _'• -- -_ - -_ _ - _ - ._, .._ _.:: _ 56 56 1-10' GATE V VE (FLxMJ) _ 1 10 :SLECE OSMJ ~ 54 �D SLEEVE M# 1 -GONG. 7HRU T BLOCK _:_ -, - - - .._ - - -- - - -C TY 0F'RENTON' NNEC110N. -CON LL PROVIDE CU AGTOR- SHALL- IN' -- OORDINATE s- _ 54 52 C ITY OF -RENTO - CO JNEC110N., CONTRACTOR WLLPROVIDE SHA T IN COORDINATE __ . _ --- EXISTING _GRAD _ _- -- _ .__. - - - -___ _ - -_ _ ___ --._ --_ -- ---= -' __ -- . --- - -- -- -. - - -- - -- -,-' -- _ -. -_ -- -- -- __ -__ -- __ B TH.:THE CITY_OFRENTON._SEES. 13 ON SHEET C FOR CONNED DARD,.PLAN. ON DETAIL ' -'52 m ; o WITH THE CITY F 8113 ON SHEET C3.5 RENTON. SEE FOR CONN STANDARD PLAN CTiON DETAIL �- -- _ _ _ _ .5 ___ _ 50 s w o w 3 ° 50 - - -- - - - - - - - - -- - - -- - - - -- - i m o w o e o 48 46 -- - PROPOSED GRADE - - _:. __.. _- - - - 10 _ _. _ PIP CL 52 - - -- - _ - -- - - - - - - -- -_ - -- - - - < -- - -- LL 44 - 0 STA. 1 +91 FIRE HYD O5 NT TEE STA. 2 +26 0 _._ STA: 2 +8 FIRE HYDE = x 42 - _._ .94 -- ANT TEE :.:_ -- .:_ - -- - STA. 3 _ 50.00 - - __.._ -- - - -- - -- - - - - -. _.:�_,,, . STA: 5 +51.3 FIRE HYDRA - - 4T 'TEE - . _ STA. 5 +65.3 - - - -- 42 H ,O P m 1 -6" TEE 1 -6" GATE AFL)._ VAS E-(FLxMJ) 1 -10° ATE VALVE MJ 38 STA _i +9 .00._.. STA.2 +0 66 _ STA: - 1- 10'9O_BEND_AiJ.- :71.33 -- ( ) _.: _ _ . STA. 3+ ____ 1 10x9 _ _ __ 8.33 .. ___... BEND (MJ) - -- -.____ _ -.: -- - __. -.__ __._ -- - - _-- -- -_.. - -- - - - - -- - __ __.--- - -- - - __._::__. - - - - - _ - - - -- - -1 -GONG. -..: -: ,_ RUST BLOCK - -- _�. - - -- 38 qq g w gg m O . e _ i 1 0 2' DOMES C. SERVICE 1- BEND (MJ) 1 -CON _THRUST BLOC -- -_ - _1 -CONC. THRUST BLOCK - _. :. - -. __,._.._ _._ - -- - -- ... _,� --- - -'- --- -; -__:.: - -_: S 4 I- ARE§ CONNECT[ N COx90' 1-CONC. RUST BLOCK 36 Z . rn o, m! mom, o o m o o� o _ ,n 0 m - �o� � m � ^N m m m m mrn. rn 0 0 0 0 0 0 0 0 rn 'ion 1 +00 1 +50 2 +00 2 +50 3+00 3+50 4+00 4+50 5+00 5+50 6 +00 CITY OF RENTON RREEOnMMRODa° CHECKED.FOR;COMPLIANCE 6 FOR .�THE1P�, BY 4V _T /O' STANDARDS Q' ov. wesyT �� �V_���/���r_. /�4✓/ DATE; /Y�6° ^pro BYI.StLL�l�ilun- DATE DEPARTMENT OF PUBLIC WORKS UTILITY! PLAN '. C3.1 $ CALL 48 HOURS BEFORE YOU DIG REUSE OF DOCUMENTS BY t°°°r° ° 1 : urwaoxw>Iwff V. �DSB �G1� wMxwn �IST6a oo0¢xr :rc 0xmamx x0 munr� DALE: DESIGNED: GCH DRAWN: GCH DATE: 07/03/06 FILENAME: 203615 -C3.1 SCALE: 1 _20' co.oe00w PAW S70NAL >� �µ CHECKED: JMW a 1 -800- 424 -5555 /„n � N tt ¢xa uo�l0 ➢. x .wl£ APPROVED. E SHEET: OF: to 18 reE� .EXPIRES I(/ 07 / �.. mxrxrt.�wra samx wn+ancinaxaxa. NO. REVISION BY APPR. DATE cm:5.°5333DI Cw- ,33301 %CANNED Wt 972006 x4 5 8Yb 7 _ er