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HomeMy WebLinkAboutS-220101S.W. 1/4 SEC. 30, TWP 23 N., R. 5 E., W. M. 5TA 3 +66.00 2.5' RT. 12"S.D. I E. = 16.29 STA 24+50.00 15.0' + -- RT. 1+47.81 UTIL. ESMT= / + - I2"x;INST INSTALLED TEE(MJxMJxES) I -12'1 TEE. (MJ) W/ 2 "TAP ' •(]t-i � 2 "WATE2 IE =14.62 0 +00 UTIL. ESMT= (TO lx INSTAur -1 BY -(M FORCES) J t INT t (N G 5) / 1- 2" (IBBM) IOWA GATE VALVE v • L WATER UNDER STORM BNDRY 2 "GATE VALVE CMJxMS) IN CANC. STA Tr30.00 ^• 2.5'RT. (SEE STD DETAIL BIOI) 1VS.D. I.E. =15.61 MIN. o.S'e ARENCE� VAULT PER DETAIL 8091 STA 7 +50.31 - 2.5'RT (CL ROJEGTED AP.EAD) / 1- 90* (MJx MJ� I-12 °x12 "xB "TEE (MJxMJxFL) / STA 3 +- II.OD�2.5'R'L 12 "WATER I.E. =19.14 - " CONC. BLOCKING 1-12 "D. ,Px 5'3 LONG SPOOL PExPE I -8 1GATE VALVE (MJxFL A jI I ; NOTE: ALL PRESSURE m a ( ) CONIC. CLOCKING I- 12 ° %12 "%6 "TEE (MJZ MJxFL) WATER UNDER STORM STA O +10.00 ^•2.5RT. I TESTING AND CONC•BLOCKING / I-6 "GATE VALVE (FLx MJ) MIN. 0.5' CLEARENCE) �, Y q I -12 "TEE (MJ) W/ Z, TAP W $ I PURIFICATION TO BE �I STA 7+52.81 ^- 2.5'R7 / GONG. PLOCKING w ¢iv / - PERFORMED AND mIQ l-5"M.V.O. FIRE HYO. ASSY t� �- sO DETAIL THIS 1-HT FOR APPROVED BY CITY EX. DITCH_ _ ONTINUATtON. . -- -. ... - -• . -- I OF RENTON PRIOR C � � E ON P "�O 4 ___ al TO CONNECTION. -v_-_ CONNECTIONS TO BE 1- 12 'D.I.Px 5' *_ LONG (PExPT- SUPERVISED BY CITY = -- - - 'RE T A-- -- -- 2.5 I I. OF ON AFTER -- - 5'x- �- 6oLF^ 12" a: N 12 "D!. 1 - - W 353 -r - -W W. �-1 D• GL. 52 - 3- 2" SOLID SLEEVES - - -�_ - -__ -T- 6 5 } 4 3 N97 °5047 W z � } 1 p l ACCE55 I I� - ROOF DRAIN ROOF IN - ( tl - CMJ) LONG M ROAD IS' I - _ - - - I I - 5" M.V.O. FIRE HYDRANT ASSEMBLY IS' PERMANENT p N PATTERN • 311 -- :'.-..•:•, o� -o - + -- _ CENTER FIRE HYD. ASSY. ON PLANTER UTILITY EASEMENT N 0 7; ° I '� p 40 80 { JE CONIC. - - - " - •'' -•' ° ,• -° .• a I 5TA 3 +66. ^-35'i LT. TO CITY OF RENTON V SD sra 24 +so.00� 2.0'± Rr. +. .' °,. .....,`,..-, STAB +SI.00^- ,2.5'RT.. < -':e $(0 DELIVERY PAD 12"S.D. I.E. 15.59 r I\ _ 1-12 "GATE VALVE (MJZ MJ). 1-12 "x121 VERVICA..CM BEFORE \ RD 10 "WATER I.E. 14.92 IN CONC. VAULT. I °+ (MJzFL) GRAPHIC SCALE (WTTER UNDER STORM- C5EE STD.. DETAIL 8091) e ,e 12 "S.D. LF..= 16.20 1-I' /z" DOUBLE CHECK I I -12" BLIND Ft./lN6E (FL) I" - 40 MIN. 0,5'CLEARENCE) 8"S.S. HE= 14.64 VALVE ASSEMBLY 15' I 1 -12 " BLIND FLANGE [FL) W/ I� �\ V p (S.S. UNDER STORM- p I -I' /z" METER _0 2 "TAP k` Z" PLUG BENCHMARK: ELEV. ID.44 `I NURSERY 10' U) D.5'CLFARENCE) N (IRRIGATION SERVICE) I-12" PLUG (Nw) W/2 TAP TOP OF CENTER CAP BOLT OF FIRE _ - 1 -0" DOUBLE DETECTOR 15' SEE IRRIGATION PLAN I-2 "1EMP- BIDWOFF ASS"' I- 12' x 12 "x 6" Tr (MJx MJx FL) CHECK VALVE PER CITY HYDRANT 20 FEET SOUTH OF THE GATE VALVE (FLx MJ) N I Y STD. PLAN 8100. DETECTOR FOR CONTINUATION. _ CONIC. BIDGKING NORTH LINE OF LOT 7 AND 40 FEET CONG. BLOCKING N I- 2"METER>a 6ERV(CE PRIVATE SEWER SERVICE _ UU CHECK VALVE ASS`( TO BE e'.'e 5' EAST OF LINO AVE. CENTERLINE - 1 O (5EP- STD. PLAN 8107) ,z U I p FEBCO MODEL B06YD� + / DATUM -CITY OF RENTON ^ -BASED ON SEE SPRINKLER PLANS FOR BENCHMARK NO. GZ7 ELEV. 20.84 FIRE D�k (AP OX.) s, JO L 3f NEW SS.M.H. I EXKTING S.S.M. H. - Z \ \ y. NOTE: REMOVE EX, 8" PVC STUB 12"S.D. I.E. 15.50 W . LOCKING FRAMEAND COVER IZ "SD. I.E.= 16.61 0 3 -1• INSTALL NEW 6" CONIC. ENCASED p O "a ;° p 'n Q: DROP CONNECTION PER RENTON WATT ER I.E. STORM- Q Oro O LOG• A5 SHOWN 8"5.5. LE= 1 STOr c (WATER UNDER STORM N O SEE ARCH. PLANS V O� n J FOR CONTINUATIO TOP: 21.10 C5.5. UNDER STORM I ��W. i STD. PLAN #8075 MIN. 0,5' CLEARENCE) T yo'Q2'• G" IE : 15.15 1.97' CLEAREI�E) 0 0" ; NEW RIM S" DROP f2.94 t? 0 CLE:ANOUT W/ 5I 1 8" E; 14.0S N`: " .J CBASTT IRON RING PE2 RENTON STD PLAN E50-11 v 3D14 EX. 2" MAIN 9.73(N) ICo" IE 16.87 U n`' 3 6" PVC WYE lit ) I e gJ STA 10 +10.00 - 2.5' RT AT BASE OF K -I I -12 "GATE- VALVE (MJXMJ) CLEANOUT FOR W p p 3 NOTE: ALL NEW DUCTILE IRON PIPE AND 1N VAULT PER STD DETAIL SERVICE N to N FITTINGS SHALL BE POLYETHYLENE Lu 8091) PER RENTON STD PLAN N o'.. WRAPPED. SEE WATER U7ILITY NOTE II O�RD -- 1- 12 "D.I.Px 8± LONG PE) 5TANDARDS. \• 4 FOR SPECIFICATIONS AND O SEE ARCH. PLANS PROP. I I "^ STA 10 +10.00 2.5' RT FOR CONTINUATION b • °6u EARTH BERM I- 12 "x12x6" TEE (MJxMJxFL) - IS a I- 6': GATE VALVE- (FL )c MJ) 1-3" WATER METER •° R to r CONC. 6LOCKING. FIRE DOOR I REMOVE_ EX. BLOWOFF ASSY BACK JI` •�" NOTE: COPIES OF ALL RELEVANT CITY OF 's HOME BASE (APPROX.) TO F. HYD. TEE. IN5TALL 1-10 PLUG •`' RENTON STANDARD PLANS SHALL BE (MJ) el CONC. BLOCKING AT TCF PROVIDED TO THE CONTRACTOR WITH A' A I THE PROJECT CONSTROCTIONI MAIN _ IQ"- pOGUMI'_NTS. FOR SECTION A -A, ENTRANCE II SEE SAN. SEWER (APPROX.) SEE RENTON STD DETAILS -SAN. SEWER $- -WATER PLAN, CLEANOUT 8076 NOTES &DETAILS. ) •` �' R J t o \ J - SANITARY MAN HOLE 5071 1 ' COVER 13074 01 1 ��4 DROP CONNECTION 8075 III : \• i" : 45' N EXISTING FIRE HYDRANT MAY REQUIRE J STA IO +IC, 00 � I�.O' RT. {� REPOSITIONING TO 10" MIN. BEHIND - i SEE RENTON STD. DETAILS - WATER 1 -5" M.N.O. FIRE_ HYDRANT 15' PERMANENT UTILITY ESMT. I BACK EDGE OF CURES- CONC. BLOCKING BOBS ASSF NISLY N TO CITY OF RENTON - 3 12 "GATE_ VALVE IN VAULT 8091 J 0 DOUBLE CHECK VALVE B 100 _ O ,� FIRE HYDRANT 8102 55 METER SEP-VICE (BLDG) 8108 METER SERVICE 8107 - I 12'YP DOUBLE ADETECTOR \ 0. MAIN EXIT p p '; u CHECK (IRRIGATION) BIOI p (APPROX.) I N , o� -RD I .; � STA 19 +23.00^ I5'± RT J Q .- I -12 "x12 "z 12 "CUT -IN TEE (MJxMJxfVIJ) a W J e. (TO 6E INSTALLED BY CITY FORGES) EX. S5III : J I -12" GATE VALVE C MJ x MJ) IN EX. RIM 18.67 " z CONIC. VAULT PER DETAIL 8091 N STA 12 +12.90 If' RT 3 I� I RESET FRAME & e I W ??''N t -5" M.V.O. FIRE HYDRANT ASSY •o' 0 15' STA 16 +76.00 35,0,LT. Y > p 3-12" SOLID SLEEVES UwJ) �T- - GRATE TO ROADWAY I -5" M.V.O, FIRE HYDRANT ASSEMBLY S LONG PATTERN Q• STA 12121190^- 2.5'RT. 75- O GRADE CONC. BLOCKING Ip l2 ° 'x 12° X 6" TEE (MJxMJxFL) FIRE DOOR ��: •'. - - - I- 6 "GATE VALVE (MJ x FL) (APPROX ") ° 12 "S. D. IE. = IT.82 -� - --- - in 12 "WATER IE= 16.15 _ - CONC. BLOCKING - "- 5TA 12+77.90' 2.5' T C� PROJECTED AHEAD) 6 r (WATER UNDER STORM NEW RIM 18.17 « tr _ aX I > W 1- 12" x 12" X 12" TEE MJx MJ x MJ) •.,:;; ` MIN. O.5' CLEARENCE) z °s x rl ^m^ SEE SECTION A -A N I- IVII PLUG CMJ) _ LOADING DOOR I ' • .'r'. r.:•: a 1 � - I- I2" D.I :PX 5'LONG SPOOL. LO (APPROX.) - fir, PE.X PE)) 1 I RD \ CJ C. BLOCKING \ \ - ° 1 O _ d N NOTE : ALL I �lx PRESSURE TES71NG L,F^- n 1e _ 19 s2o- 12.5 n �, '��- AND PURFIGA-TION I AFTER Tn 36S LF' -12' D. I.P, GL. 52 W W Y,J pd TO BC PERFORMED r� ' 406 LF^ -12" D.I•P, - G1 52 \ -- -- - _ BEFORE - CITY APPROVED © 4 2.5' E OF RENTON B PRIOR 'e _ - -- l -- -- -- -- -- -- -- -- - q N STA 19 +23^• 2`� RT. TO CIJNNCGTION- _ - -� 2.5' ", I -12 "x 12" VE L CRO55 (MJx FL) CONNECTIONS TO BE WATER UNDER STORM DRAIN 1-12 "BLIND FLANGE [FL 5UPERVISER BY CITY 'D IS' TEMPORARY WATER UTILITY K I 1-12 "BLIND FLANGE (FL. W/ -- FUTURE EXTENSION EASEMENT TO CITY OF RENTON H I_ 2 "TAP & 2" PLUG OF RENTON. NOTE: WATER LINE TO BE STA 16 +33.00^- 2.5'RT. I� 20 +23.19 UTIL ESMT.= \ I- Iv. PLUG NJ) W /2 "TAP STA G +10.00°•2 5RT 12+75AD UTIL.ESMT.= ABANDONED OR RELOCATED- I -IZ "GATE VALVE (MJ) IN LL STA 16 +76.00^• 2 5' RT. 9TLT I -2" TEMP. BLOWOFF ASSY I -12 °x 121x6" TEE (MJxMJxFL 12 "SD. IC,= IB.41 , '3 [- TEzl0 "z2 "TAPPED INT t CE &W THE TEMPORARY LASEMEh1T VAULT (SEE ST ✓. ) 12 "WATER IF. 1674 :.>r CONC. BLOCKING TEE (MJxMJsTND) (HATCHED ARE-\) TO BE RELINQUISHED DETAIL B091 IONIC. E VALVE (FLxMJ) 10 "O.L CONC- BLOCKWG IF LOT .3 15 DEVELOPED WITH A ) CONIC. BLOCKING CWATER UNDER STORM COMPATIBLE ADJOINING BUILDING. MIN. 0.5' CLEARENCE).• 13116%9$ Horton Dennis 8� Associates, ,myo Inc. f G "LONG x2 "BRASS NIPPLE (MIFT) S7A 16 +42.50 2.5 RT. HDl 1 conwulnng En TH KI, Planners and Su(20�= -2525 2" C IBBM) IOWA GATE) I -l2' x l2" x l0" TEE (MJ-MJ-FL) - 1 ._ -rc. axe s[mxo A"EM1E sanx xiaxwm, w•�cxlxcrax "'� I- 10" GATE VALVE FL x MJ) � , Inc. VALVE (FULL VALVE BRAS5 BUSHING 1%1FIPK0mIP ( 1'11'•1' CITY OF RENTON OPENING) CFORD CIB -C7 OR EQUAL) ' ` .,,y 1-10" PLUG (MJ) rt��j1 ^ G "LONG x l %z" BRASS 90°BTZASS OR BRONZE ELL CHFTx FIPT) - _ CDNC- 6LOCKING G. THE ji E DEPARTMENT OF PUBLIC WORKS NIPPLE CMIPT) NOTE- O�OfwASg14'0 li "MIPT zCOMpRC-SSION FITTING PACK c SANITARY SEWER & WATER PLAN 90°5RA5S OR BRONZE ELL JOINT COUPLING C FORD CB4 -GG_OR E(DUAL) SEE SHEET 9 FOR SANITARY SEWER PROFILE e e o" Wa722W CFIPT z FIPT) m %� 5 AS- E3UIL7 G.S. HORZ.LOC. PCM BOM AUG. 14, 199 HOME BASE RENTON 11-x" MIPT x COMPRESSION FITTING PACK NOTE 4 REVISED METER- CHECKVALVE ALIGN. ALV BOM APR. 28,1995 6"LONG x 1Yz" BWA55 NIPPLE JOINT COUPLING C FORD C64 -66 OR EQUAL.) 't (MIPT) It," DOUBLE CHECK VALVE ASSY Q,C .RE9 2W� 3 REVISED PER RENTON REVIEW ALV EOM APR. 1221995 DESIGNED: BOM DATE: OCT., 1994 FILE NAME: 9398 PER RENTDN STD PLAN Blot. MINIMUM COVER OVER PROPOSED WATER -MAINS SHALL BE 4 FEET FOR 12' MAINS Fss`DJSra V' ! 2 REVISED PER RENTON REVIEW ALV EOM MAR.10, 1995 DRAWN: PCM tam° TYPE K SOFT COPPER MAXIMUM COVER 6 FEET '"'' TUBING (LENGTH TO FIT) � I REUSED PER RENTON REVIEW ALV BOM JAN. 9,1995 CHECKED: SCALE I�� =40' Flan aoolc ev 1V2" WATER SUPPLY DETAIL ExPVaES srzrst X27- 2O N0. REVISION BY APPR. DATE APPROVED: SHEET: B OF: 12 A _ - A I At I I I A 1 1 i II i i i I i