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HomeMy WebLinkAboutzS-3554Sett 3 i I i it i I ',. IFII \ III Ii III 3 r l 'ITV I I I I � 1 117 � III I I II II II !I / I'I i J I I IJ I I III � I I I ! I I i I 1111 _ I I j I II I / r ✓ I It I 'I I d I B � 1 !U % !11 / I F' I II I IT 3 I PI 1! q / CONTROL POINT I PH NAIL WOH DRS g ! 1 3 !I CONTROL WASHER �° ( R= 10216.18 E= 1010559 1 4j! EE= 465.,i5 I 1K V „ I ' I! 6' WATER IE= 459.UTILITY CROSSING . II a I I, 5 I J 12" SD IE= 454.66 UTILITY CROSSING I L I I ki, �� 4' WATER IE-460.6 `II -- t2"SD]E- 4b4.58( i� r�N (1) 6" 45' BEND �, i rl/ W/ THRUST BLOC± STA O+57 STgr 0 +00 6" W EAST CONNECT TO EX 10' WATER ���I 3 I A BY CITY OF RENTON. 90ONTRACTOR TO COORDINATE. A� ' (((1�11)) 10"x6" WET- TAPPING TEE (MJx� ST 6" TAPPING GATE VALVE FLxMJ STA 4+62 ( ) G SITA 0+00 4" W EAST � ^ j\ \ CONNECT TO EX 10" WATER BY Citt OF RENTON. I CONTRACTOR TO COORDINATE. (1) 10 "x4' WET- TAPPING TEE (MJxFL) I' _- - - (0) 4" TAPPING GATE VALVE (FLxMJ) ') r -• SE I i (1) 4' 45 BEND .� W/ THRUST BLOCKING I 'I''. 1 11 - "•. ADJUST EXISTING SDMH AND ' SSMH RIM TO EXISTING GRADE. CURRENTLY BURIED BELOW GRADED'. ra TAR la �D U;powE I IIVAULI 10c I d,11, 7,' STA 0 +48 3 I li I II 3 DOMESTIC COMPOUND I I( 1111 WATER METER IN VAULT I SEE DETAIL II C633 UTILITY GROSSING 3" WATER IE -4625 t 12" SD IE= 454.71 UTILITY CROSSING 3' WATER IE -464.2 I V� EX B" SS IE= 455.19 I � STA 5 +3175 STA 0+00 EX a" j°PQST i i� ' xl I I i I 1g� I�7 !i% I � I I Iy VENT TO CRAWLSPACE FRJSHEO FLOOR NORTH, C<ROO 000R ELEV.. = 467'3 lNISHEO FLOOR VIO -CM610 D00.4 1LP/ = 487''1 O I� 7--- 5MTHED FLOOR 1 SOVIH CA4G0 f.00R %'i' I ELEV = 467'. ✓' SANTFAR7 CLEAHOOT a�- I GRAVEL i I v o vs I I / I I CONNECT TO 4 "- BUILDING SS, / X SEE MECML FOR V 'N� CONTINUATION E= 463.00 I 11 LF 6" SS-\ @ 2% MIN SSCO� i RIM TOG ADE D� 1 II v 60 LF MI SS� @ 27 MIN i coNNECT To zxr4 EXIST B" SS. - 5 CONTRACTOR \ .i TO VERIFY INVERT NGII AND LOCATION PRIOfd I 5, TO CONSTRUCTION 5, /BOLLARDS (TYP) -' 1 @ 2% MINSS 6" DOUBLE DETECTOR I� CHEdK VALVE ASSEMBLY SEE BETA IL N FDC L RTV IE--45VN 8'' INS_ SECTION 10 VENT TO CRAWLSPACE . 458' IY)3" 45' BEND 31P NE =45676 / LOCATION AND INVERT !i% I � I I Iy VENT TO CRAWLSPACE FRJSHEO FLOOR NORTH, C<ROO 000R ELEV.. = 467'3 lNISHEO FLOOR VIO -CM610 D00.4 1LP/ = 487''1 O I� 7--- 5MTHED FLOOR 1 SOVIH CA4G0 f.00R %'i' I ELEV = 467'. ✓' SANTFAR7 CLEAHOOT a�- I GRAVEL i I v o vs I I / I I CONNECT TO 4 "- BUILDING SS, / X SEE MECML FOR V 'N� CONTINUATION E= 463.00 I 11 LF 6" SS-\ @ 2% MIN SSCO� i RIM TOG ADE D� 1 II v 60 LF MI SS� @ 27 MIN i coNNECT To zxr4 EXIST B" SS. - 5 CONTRACTOR \ .i TO VERIFY INVERT NGII AND LOCATION PRIOfd I 5, TO CONSTRUCTION 5, /BOLLARDS (TYP) -' 1 @ 2% MINSS 6" DOUBLE DETECTOR I� CHEdK VALVE ASSEMBLY SEE BETA IL N FDC L RTV IE--45VN 8'' INS_ i) 6" 45 BEND SAr TART WOHOLt 456.33- 8^OUT)W -E: -IE VJ THRUST BLOCKING RZY=42 76' CONTRACTOR TO VERIFY . 458' IY)3" 45' BEND 31P NE =45676 / LOCATION AND INVERT N/ THRUST BLOCKING 8/P W =45588 OF EX SS PRIOR TO „ CONSTRUCTION ti37_REDu= PRESSURE'= UTILITY CROSSING l <ro.. BACKELOW ASSEMBLY Ar0 -._._, 6 SO IE= 461.94 -=WATER IN HOTBOX ISEE 3' IE= 465.5( EE D DETAIL 6" SSCO 'S CONTROL ' PK c�.a �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, THOK AWL WON OK � 3 " '45' BEND 1 �. SS @ 1.0% �\ CONTINUATION -�s` 1 CONrROL WASHER. K= 10087.26 THRUST BLOCKING � CONTINUATION. _ ^ E= 18175.16 _ )LADS tYP) EL= 470.80 DETAIL 9 _ E - -- E c3.1 -� m ABANDON EX -- --"' WATER IN .PLACE REMOVE EX FH = -ISAL. AGFMST STAIRS SALVAGE EX PH TO CITY SHOPS I ,�ra1a5 m stro 10 aooR STA 1 +24, INSTALL: NEW 8 "x6" TEE (t�AI CCO, ZTE AD/NG Et =V =4720' 6'" GATEVALVE NFYHT OCASOREO To NEW HYDRANT ASSEME ' SECOND FLOOR 2174' 8° PLUG (MJ) -'� REV = 484,0' W/ THRUST �BL�OCKING SEE DETAIL: a _ cl 7 F,F ENTRY 6/ ^.F. TRY /ENT TO CONNECT TO 6" BUILDING FIRE SERVICE. SEE MECH'L FOR CONTINUATION (1) 6" 45' BEND W/ THRUST BLOCKING 6" SSCO RIM TO GRADE UTILITY CROSSING 6" WATER IE= 463.00 12" SO IE= 455.37 UTILITY CROSSING EX 8" SS IE= 456.83 6" WATER IE =463.5 (2) 6" 45' BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS IE= 456.31 6" SD IE= 458.72 ' 24 LF 6" CONNECT SS @ 23.1% EXIST 4 SS .•.: �,.�. \ CONNECT TO 4 "� REMOVE AND REPLACE BUILDING SS EX SS W/ 121 LF 8`.� V� SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ 0.46% SEE DETAIL4 IE= 462.08 W/ DECORATIVE COVER 6" SSCO RIM- 467.18 A RIM TO GRADE 6" SSCO \�. CONNECT TO 3" RIM TO GRADE �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, 5 LF 6 " I SEE MECH'L FOR SS @ 1.0% �\ CONTINUATION CONNECT TO 6" BLDG- SS. SEE MECH'L FOR � CONTINUATION. �� CLASSROOM ADDITION STA 1 +54 FFE= 468.00 REMOVE EX FH = SALVAGE EX PH TO CITY SHOPS ! n ' 24 LF 6" CONNECT SS @ 23.1% EXIST 4 SS .•.: �,.�. \ CONNECT TO 4 "� REMOVE AND REPLACE BUILDING SS EX SS W/ 121 LF 8`.� V� SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ 0.46% SEE DETAIL4 IE= 462.08 W/ DECORATIVE COVER 6" SSCO RIM- 467.18 A RIM TO GRADE 6" SSCO \�. CONNECT TO 3" RIM TO GRADE �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, 5 LF 6 " I SEE MECH'L FOR SS @ 1.0% �\ CONTINUATION CONNECT TO 6" BLDG- SS. SEE MECH'L FOR � CONTINUATION. �� CLASSROOM ADDITION STA 1 +54 FFE= 468.00 REMOVE EX FH SALVAGE EX PH TO CITY SHOPS @ 1.0% 1 II I; ;I 1- i fI I KC s) 25 LF 6 °A CONNECT SS @ 1.0% EXIST 4 SS .•.: �,.�. 6" SSCO CONNECT TO 4' BLDG RIM TO GRADE SS, SEE MECH'L IE= 457.20 FOR CONTINUATION SSMH #1 IE= 458.23 W/ DECORATIVE COVER CONTRACTOR TO VERIFY RIM- 467.18 IE =45715 CUN)S UTILITY CROSSING IE =45698 8" IN)E -EXIST EX 8" SS IE= 457.00 IE =45693 8 "�OUT)W 6" SD IE= 463.77 CONTRACTOR TO VERIFY LOCATION AND INVERT OF EX SS PRIOR TO CONSTRUCTION I � / L 4�- u I HORIZONTAL DATUM q :K NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD VERTICAL DATUM ASPHALT PAVING r.F. N7Rx ASPHALT PAVEMENT OVERLAY 'NAVD 88 (ALTERNATE 7) REFERENCE BENCH MARK: RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATB) SEE MECH'L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01, UTILITY CROSSING 6ODD NAIL SET IN EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING 6 SD IE 46415 ELEV. = 462.25' 4 GAS IE 4631 PERVIOUS CONCRETE E, lox, No TEMPORARY BENCH MARK #1: ELEV.= 459.76' [a rime SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 113, LOCATED AT BUILDINGS THE SOUTH END OF THE SOCCER FIELD, 233 SOUTHWEST OF THE WEST GATE POST ON THE ASPHALT ACCESS ROAD. GRAVEL :•_: - TEMPORARY BENCH MARK #2: ELEV: 463.08' RIP RAP CONSTRUCTION ENTRANCE SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 111, LOCATED AT THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT LINE ASPHALT PAD EAST OF THE TRACK. CIVIL CONSTRUCTION LIMITS TNAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE 65 ": ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE :vtev ACCURACY OF ORIGINATING BENCH MARKS. SILT FENCE STORM CB W /PROTECTION _ CURBING ROCKERY 1_7__s_)Q TREE W /PROTECTION (E '-UTILITY CROSSING dx/'`z� 8" SD 1E= 460.64 CONTOUR (INDEX) -/oo- 4' GAS IE= 462.3± CONTOUR 1LAT TO CRAPNSPACE lej WATER LINE -'+ - �UTILIIY CROSSING STORM DRAINAGE LINE - -- - -" -- 6 SD IE 464.15 4 SANITARY SEWER LINE s GAS IE -4633 s- Or '' 0l MT RUNE - L.. 465.3' POWER -P- I S=355401 TELEPHONE LINE -T -- -T- UHLITY CROSSING GAS LINE -0- 8' SD IE= 457.38 4" GAS IE =46353 :.WATER METER/VALVE /FHB 4C- UTILITY CROSSING _, /1 EX 8" SS IE= 457.04 STORM CB /MH 4 GAS IE= 463.53 SANITARY SEWER MH /CO �� • A TER SP00T ON SOLOIN, ` 7 TO CRAULSPACE GAS VALVE /METER 94 q p- TAR uAIHOLE STREET LIGHT ASSEMBLY4 --'y I/ -46727 ' v C 8 TELEPHONE RISER /MH o ., P ,.-45716 - RAINGARDEN AREA L `•� ���`� "4 463 FF BORING LOCATIONS 4 �CT r 4 C• W EN7RY = CONNECT TO CONNECT TO EXIST 8" SS B' BLDG SS IE 45826 c SEE MECH'L FOR CONTINUATION 4720 FE A El6PY Tn (K} Z. oF�ssIONAL 04�IZJ10 NO, DAl. 12/11209 PENSION PERMIT SET Zi 2/19/10 PERMIT REVISIONS Z2 4/12/10 PERMIT REVISIONS V/ LIMITS OF CIVIL - -? CONSTRUCTION 4720 FE A El6PY Tn (K} Z. oF�ssIONAL 04�IZJ10 NO, DAl. 12/11209 PENSION PERMIT SET Zi 2/19/10 PERMIT REVISIONS Z2 4/12/10 PERMIT REVISIONS SHEET THE UTILITY PLAN OE NO: JOB 5 -02 NO.. \s SSN DNA. CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG CHECKED Xq 201 4/12/10 HAM C� I I f 5 1 a' nn y tam ENEET NUMSES. 5- 35 S`{0(���� �`' d� A600U� �lkEva� °r l5 1Ato °� o0? M M � M M !M. N O W P �3N W W Z � a F M V° N r1 J rr r ac 475 RIM =46900 "((IN I r r.r ww BUILDING IE 45655 6 SE _.... _. IE 456:38.8 "(IN;E __ _.. ........ _. IE 456.33 8" OUT)W EXIST CONTRACTOR TO VERIFY LOCATION AND INVERT OF EX SS PRIOR TO 470 '.. CONSTRUCTION - FFE= 468.00 465 \\/x/\ <\\// \/ <\ \ \' % \ \\/\% \\� // 460 CONNECT TO EX 8 SS - 121 LF 8' DI CL52 IN STEEL CASING. 455.._.. _ _ — — -- -- -- -- — — - - -- SCALE: H. i " =10', V. 1 " =5r Y 2 SSMH #1 RIM 467.18 475 IE- 457456 "(IN)S - IE=4 5698 8 "(IN E EXIST IE 456 93 8" OUT)W CONTRACTOR TO VERIFY LOCATION AND INVERT OF EX SS PRIOR TO CONSTRUCTION I 470 I � 4651_ dt" S- 355409, Q;;40 C. l'O VA y+� 26577�� �4 p ?zn- Aq SSIONAL WZIIO • oce a • z in •• i L I. •.. • N0. DATE PENSION 12/11/09 PERMIT SET PERMIT ZL 4/12/10 REVISIONS SHEET TITLE UTILITY PROFILE C090125 -02 JOB X0: SSN DRAWN: CHECKED FOR COMPLIANCE TO CITY STANDARDS SEA CHECKED: 4/12/10 DATE SHEET'..HOMSER, C6.2 o� :mm I M M CL LL O s� W � N - r O T � � W P iH3 W W Z J a M Q ( V N U Z W W Z J Z Z t7 O u CJ z x a w 0 I'IN O � o I'� Y !1 y O H" z C �w4 w 0412110 No. REVISION 12/11/09 PERMIT SET PERMIT Zi 2%19/10 REVISIONS Z 4/12/10 REVISIONS SWEET TITLE UTILITY DETAILS C090125 -02 JOB NO, SSN ORA. SLG CHECKED: 4/12/10 DATE: SHEET RUBBER: 0 °m oL? (.j M 0 ' y O OO V N N z d LL OC ON ON _z z NET V z Z _U LEE J (� Q O d M I, K to O N ON Z W P LED Z K OR Ed w J Z O a M Q Q V twit c w p COMPRESSION SSON SHAPE BE Bre C P .DUAL to 01A r -310 are CO +APRES 10Y iYFE SUCH A CLOT/ AIEJA G I! 'u N 9 ^.9, 41UELLER v c t c i ONC f IF mi '. J " "' - -•A ENE EACH ^G. -\ '. ^ L ICU 9'P m x 1 Dc E'JL G{J tE i oL OInCb C< CONFECTION, w IN }ALOE \IURICN 200 JD :.,CU} FACES WITH MECHANICAL L (1 11,11) FPI'l D All .At[iEa. + Q 11 'x e ] L^EN . i0 CI:LTY `� i' A) Y h .F. 54xERV. \ FE C O: a sf CCo,. N OBN JOINT FILET I H LUIS i/Y 1 94L'E OPENS TIC 2 -1/2° 5 e. ac FDfDPTas Y t 0 E JAL f < °H vQ 3JLL HEAL i.p L. •, 0' P. k y 5 Y J1p t I- JL Fq. rD tans +Bm 'os. cA Y:. AX HOSE CGIIJ CI OM1S NATIONAL Tp\UAR T R PUS. 1 PLMPEN CGIi EL 0A CI Y' 6= T L f14 lU5 YT. A STOIC AOAPiD3, c' yE v (I» / � � f U6 NOTICE S v NAL P' S S S(drs `I \ ( D R \G UE C S A 0 TA THREAD OF ATTACHED '»IR ( /8" -EEL ♦ c _— _ __ :�. 10.Hi D ON 6 E ._fi �'t E. I' ' T IT FF O'+lCUO ll& fE 0' TAW, `� T ( DIEGO Alt F JR, 9U L.CP CC VIAL )t 3!L S F-E 1 1 /4" P N STEEL CA E. 1 t, 1 PIi \GCIJ C ?_P,PTNG JY FIRE Y.YJR /Atli i0 FANT TO (Ia m f J' RI. v0' Ua.O ('�'.� R .D H £ Il C R \ C li AT NVT: Vs BE PFIFIiE N ^ H 63 COATS OF PAINT. T. !E LY 110CRE /PRSEP.VA ¶ \E P` @- II. 563 DPA AC LC C_OS 2.-.Y INFA OR - 2 _.__ , G' 4 GA.E \ -(Fan» -� '� ' "' " " '1 3 - sS SJF &Y a1 P.' 3f + +} �..1A J Q P:( A PA TT 11 ) al. i<N \ \ 1 'fl' OR 0 SS 0.Y `( NS Pt EPIXY NC ULFIIVX T E GVi ('14. SET APPPO ED EGJ 1L PUAtr'EP CONt ECii;n`I ID LE HC0D1\'AY CN AS ( L +.d ,u>v a'. JO C h'. <N 4F L i5^ t3 T V<Rt e Sc'k21V (L J LCIJG LIMPID 0 BY 4_NTG!J °tRF I: - ARTAINI. IRE HYDRANT = XTFhI51CN i0 BE, USED IF P_CJIP.EU. a ' R..` J TTOR -\ f ( 1 1 TV tY EUt URi 3ARS8 s F S t E SJS ,Po (i /Py MERR �\ �� : / fR HULYI 0 / DT INCO, HEAD —6'& Q A�..ES ' 1 BEfaND BgCN OF AP OOF, \ I' or or DI I j INI a� � r J ,- s a, nn.. -_ '' '• P W- SI -aIbY I r T Y1,, �i ] 1 c w' f( -- ` t ll' E 4 ) (/ 1 C'C i P \J.US t i \D F'.... r / TRICKS afun . 8 x L I CURE 12 SERVE, BACK CF S0- \'+ALK -HAT IS ADJAC7N` i0 CORE ` i1'IC P£CE CASs ftON VP'V" d0X \ »tH WG TYPC CO'JER. '� li d y RIFF �` _t ( / / / 1 ! li E'DE6 IR CG1 P 1 1 1 + 5 T / (!`"�' d 9C P Nl 1 d 16 0 1 5 a„ Hy 11 fA ( - I- - -� .�...c. EQUAL TO CLYMPIC FOUNCRY CO 5 ANDARO B° TOP SECTIPd /!\ _ -B75 ., c' Nt N REGULAR BASE SECTION LENGTH i0 FIT, VALVE NcT .. STORZ c41 EXTENSION AS REOGREO (SEE ONO BR4B / PACE SHOP TCVCH READ PIT LID Si sOR NON EU ,� STEEL PLATE DIFFER I'll' 1 -S /8" NA. / I • CALLED NDL % COVE I GE v E JC. 2' ALL ARWp% 2 6 d tt. / I 11 J L �\ ` I �' :a DEi G" ! 4• (8� lit e T RAISED PRVEMEN. MARKER iY -E fib C S CCNC, iE 1 : 6ED STEEL -( t 1111 If TC TP: CO Z. E'IEC E0. E 6 D". (EO Pt9. P e1C C I "Al to / 1 .S:_ T't � i Pl: FCC 4R C E' G CK 'S i 1 ) +1 - C D 6 '! k It 1 PD VSR t 1 - -" 48 $tIN50NITE RVO -YIAV BLUE �A5 11 N 4L4NY \ � "j( ' / 5] 3 i..va OA.G IU PLATE UCG 5) NUAl 1 GJAIEU Y -E C 9 (kl f" !i P E. Yli S 5 M SC. D 4LPM' 64ti ..D i£5: �"�/ � Y"Y IMt, fJ1A W '8 - 0 }SS R', 10 9 F 1 9 554k8 Y 9 n Ib IRE, �i L P NI\ CDRC3ETE BLOCK Nv '`/ .CA SIE t . CAE YE L ft 6 PCC "- Nov Rs:IG 9E 't fJ RN -E.� / CJV -i .11 T9 C E D'I CO EWAL iI IJPLLEd COd 2]tiE -6, / CVC A. ARny}p 1 CRO $ V i0ti pv P'.v. -6 INN4 ASF 911 S PEP ,. PM? 4FW OF 1 i BURY ST:I:DARU 6 TO SEGO IVAG t -,III A d 8 tIX'iG IIEI_-4, UZai BTACF1J L.St -J J' A H 6 G II' 'A1 1 I. An�f 1 p i PE 9 RE 5 i IE CM t0 fIT. ( ) / b 6 0 4IX6 \ ` CIIO CDO, AN, SSG U MSN 'OIQ'04 POST ALP, A(L IDS VALE 5 5 5 L F OAOFIC IYiGjRwtlyi` $A 00 \\ Ir ( '<: VL OLS F' .pl). LAC IMCLLLER ..J "\ \ \V OIER NA W0 E PACPLEDDE. �" 17 / K PJ'/ /. S §LIAL D1., &¢1' OE Ev4Gr \ f O.I4 C P.:wA " }-!0` \ MAIN LINE TEE. VdTH 6 FLANGE SIDE OVTLEI. t / 'yy Y4 `•v 6" QAtE VANE (FL X FIJ) ANWA L -509, RESIDENT SEAT 1 'w�.mv'f/ -r .. y: � L \ ,. 1 I ' / °TC ULER ° .1 1 MGV'. _2w Ix me 0 C I OR 6 D' U IROM1 PA.- tta Et JJED, E MINK 'i IT 6 DUCTILE IRON PIPE CLASS 52 CEMENT '.1NED. LENGTH TO Rit 2 -3/4' CUR- TENSTEEL TIE RODS. SE ST-, Or FOP, PE RODS. - ^I IN Gc. ID odL f - C' T i-d GA TOPEO A Di. < ' rR Uio uD.E n is ti >. T R 6" 'IMNUTA G\C'ET_ _LO.K v >, I' J�;. ,-s ,. ICEF, n10RiNi "' YARD eIASHEO DRAIN ROCK (3 "TO 3/8 ") NAIN. ABOVE tlOOi FLANGE, PLACE 8 MIL �i '_ _ F_ "�_- TJ C °,tUll.G -- �l -+"GI' I�_ R A� AROVrvO L[ / r 'r, ILLEGAL. -{Y, OR .> r5 ➢ 1 0')'E HILENE FILM AROUND TOP AND SUED OF CRA1YL i- ° `R - PA'a / .IXt A AsSJAd 8 PC .5SEM3 t A H ASSEMBLY + ���...)))... 9 5ttr -� - mob' P fR nifR IL. a GATION II OP P P t `. r i-. ii 5 5 1£. Gi IN fLU. ( OP. 1 TGATTEENST "LINK FITEP ALI CIA TO S t 5 5 E, CO PO to m I➢' / IF All R 4 T9 ')A "I'll, ryI- S N 'F oz N G' RC NfiD (L -' Ii A'__ aR =UN' ��J WCHRNP AN NO RAGS TA SF 5^v'+ i ( x D0 0\ .CLBC..LI ARE, ) L Ei31E5iEEt 5 ♦ E4 GLD CARD HA.. GR kAWHOLE ! A ^ 11E4' Ilh1 J :BJIUS f '\1 LEVEL ALL GROUND iEEB'E. Poi 1 lEY .¢EDUCE E cR PI SU 03i 0 VIG C rt ICY AL KING } GAtV) L Y vT'EL LtDO'' WIN ?' RADIUS tITO PIER 1uL CONCEIFIRM a... CUCCS. Et CF JN EOLtEO P J:... CWeI j ..� t0 P DJfi dLN2£N$ y \ - p d6 ( f1 1 ;�oT� -. It CNFP Pall 0 C'.J 1. Q tW Imo.Y'4' j fb STCRZ CA GENERAL NOTES: P K D SiA9LE siE4.. c A ?PCP. T. U B ✓-.j]L ONE MPN ROCK ' �/ ALL PETERS AND C I(FLUA PREVEIJ T01 UC✓IL COABIDIAIGfJa nliC NOT SHDVAV OR INCLUDED III HO STANDARD f i N O2A NGS IF YIA.ks9U1S LP'sar ,IL FLIiRG . E \ P AND T A T 2 ALTO, A'0 SEE O F CAST ACT, .. 1'A UNCD. NP CD tL00.. A 1 A YOUR PARTICULAR CO RIIATION IS NOT 54011f AN oPPROVED R?MM1P SHPI.El S4NJ If ITBINT.. 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Af.0 xJSi4LLE0 SO IT BEARS AGAINST SVFFCIEN- LNOTEDIRSD EARTH SO AS TO SUPPORT 3" 4'u6 "COMPOLAD INSVALL SIDES PILL A: ALL t-S COG:S IN E DESIGNED iiPUS M1ETER SERt4 CE RUSTIC MfaB�Oyr71M0M e q itd�MLY O�_ yrCRfpOlM QY OP EMNY N V ®♦ ' \DDPED ' INN Uf RENTAL • ♦ IIrOO DEPARTMENT I ... ".... _. .. lAFUARY 700D SiANDMD pL{NS SCAJAPD PLANE LET DATE OA /0A _ i 3V,- DWG. NAIVE: 6102 51 PAGE 3102 1P CVIG HAVE: bi CO SP SAGE: 6t Oc DATE RE IS:CN 2 1 trRAML AND COVER I F C r 1. L SOP D °A` I J '4R29 `'r .. d c N ,I s r„ c i, FOR ' _. —24 i/ 1E.- .A�— ................ 4" :NIN.1 A,. Tr CONS o_ .Ci4'LOi. .,3:'" 3° CA T `•L"i SUE BER C1SI<ETE) JO J S IN ACCORDANCE §TIi hS C`V "- r:Q.;j 0 ... PA, } T INS Al e' t 0 el .CS •� / STEPS — 4 C FORNEC BAR v ^ S LP sIA L D Ilb'LU UED AL R 4' AI P. f 2' ..1 I,... . �... to vl EgC'tgsz jY IT tA..G2L'L o I Ij: NN:' IIVC.• �� "J -v'" 3. OR APPROVED _C JAL, IF A .va. CtaCREiE SL 3 .E,A" f, P. 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PL9ti —9602 ♦ PUBLIC tYCtSKF, REDUCED PRESSURE BACKFLOTP! - ....... ......... O♦ . ♦ DEPARTNA N ASSEMBLY R8 HOT BOX SF OARJ F,A4E OCT X009 !bt DAti+Od /Jd 1 n. IHFA . ..... + Lv G, aaMEC: .i1!' 3p Pq'vE: F3(::'I M .... t IT A}>:4'CV -T. 5- 35510 �w4 w 0412110 No. REVISION 12/11/09 PERMIT SET PERMIT Zi 2%19/10 REVISIONS Z 4/12/10 REVISIONS SWEET TITLE UTILITY DETAILS C090125 -02 JOB NO, SSN ORA. SLG CHECKED: 4/12/10 DATE: SHEET RUBBER: 0 °m oL? (.j M 0 ' y O OO V N N z d LL OC ON ON _z z NET V z Z _U LEE J (� Q O d M I, K to O N ON Z W P LED Z K OR Ed w J Z O a M Q Q V twit c w p h 0 W �I Ol F x i �o I II I 11 I II I 3 I I III I '! II I iI. I I. I� W I II I _ I I I I� I III I� II I I I �q Ii I I j II r � I' II Iwl � I ow�POLE II I I I I I II I I, II ! z I� II VII SE II ! i III I � I z I I I I II II I I '1I I! !III i I I Iil l I V I I II I� I' TALL i waDD WALL I II iI w. {{ 11// �II Il / I 14 STAq/4+57 fig' - iI CON ECTTO EX 100' WATER " I A l3( CITY OF RENTON. A���aaa TOR TO COORDINATE. 1 6" 4 + TAPPING GATE VALVE (FLxMJ) 1 62 A 0+00 4" W EAST I'I \ ANECT TO EX 10" WATER I 88''(( CITY OF RENTON. I CONTRACTOR TO COORDINATE. S] 10°x4" WET - TAPPING TEE (MJxFL) I P\ \ 4" TAPPING GATE VALVE (FLxMJ) $ W� THRUST BLOCKING ' I H F0U13ao E i I I li t i i it I I N i I � 4 f I I I V V GUARD ROE 1 I \ CONNECT 10 EXIST SS. CONTRACTOR TO ,I VERIFY INVERT AND I LOCATION PRIOR TO CONSTRUCTION 1 CONTR01 POlN7 PH lO4M wHH CONTROL WASWER. \ N.-10216.18 E=1010.59 Aa EL= 405.35 C'fUTIUTY L ROSSING WA1ER IE= 459: CROSSING Im ( SECTION 10 VENT 70 CRAWLSPACE U i VENT TO CRAY/ISPAGE I1 FINLSHEO FLOOR 5 - NORTH CARGO DOOR o .,. ELfV _ 4671 FINISHED FLOOR IAID -CARGO DOOR FIEV = 467$ / j FINISHED FLOOR SOUTH CARGO DOOR / REV = 4673 r1r [,, ti �O - FINERY CIDWOUT GRAVEL 1' , I \ � I ! CONNECT TO 4 "- BUILDING SS, SEE MECH'L FOR o \1 CONTINUATION \ N IE= 463.00 I 48 LF 6" S / I a v\ r(t) 6" 45' BEND / I W/ THRUST BLOCKINGIm I �5�BbLlARDS (TYP) -, ss 71 ADJUST FXSTNG SDM AND SSMH RIM TO EXISTING GRADE. I CURRENTLY BURIED BELOW GRADE] SANTRY MANHOLE RIM =462 i 69 Iii 7 VAULT 87uC E= 454.78 _ 87<'C 5= 454.73 it STA 0 +48 3 3" DOMESTIC COMPOUND I I I I l WATER METER IN VAULT I a l' SEE DETAIL. =462 I I k MUIY CROSSNI G 3 WA 1 - '- wi - /12- -TI " " SO IE= 454.71 LI TER IE .5 I / I UTILITY CROSSING - / I /I 1 ' I I 3" WATER IE =464.2 /EX 8" SS IE= 455.19 STA 5 +37.75 STA 0 +00 EX 8" �AENCC LINE FONC. FOONOAATN I I SEE R BLY / - I i U o ng�cn i��4atax- r m - IE -4%38 8'''IN)E 451 �= 1) IN 45 BEND SMITARY MANHOU _IE =456.33 8° OUT)W -E', / THRUST BLOCKINGBIw 456i CONTRACTOR TO VERIFY 469 slr NE= 456.76 LOCATION AND INVERT +- T) 3" 45• BEND alv w =4ssa8 OF EX SS PRIOR TO / THRUST BLOCKING CONSTRUCTI I " D G- ---- 3- -REDUCE PRMSSURL� UTILITY CROSSIN r 6" SO IE= 461.94 ,BACKFLOW ASSEMBLY --m - (RPBA) IN HOTBOX $EE DETAIL 6 i *g "\ CONma( POINT - AS PK NNC W OR ! 1 CONTROL w71 OR I (2) 3" 05' BEND A1-10I W/ THR ST BLOCKING h� -? E- 1017516 EL= 470.80 5 BOLL DS TYP) SEE DET L 9 __ - -- _ _ -=I w- +-'-'- 'e \- C3.1 °1 ABANDON EX WATER IN Oar - -PLACE LSTAIRS TO SECOND FLOOR CONCRETE LANDING ELEV =472,0' HEIGHT MEASURED TO SECOND FLOOD 1714" E1EV.= 484.0" STA 1 +24. INSTALL: 1 NEW 8 "x6" TEE M� 6" GATEVALVE (fI47'Q�I NEW HYDRANT ASSEME 8" PLUG (MJ) W/ THRUST BLOCKING SEE DETAIL 467 FF @ ENTRY 467" @ fl VENT TO CONNECT TO 6" BUILDING FIRE SERVICE. SEE MECH'L FOR CONTINUATION (1) 6" 45' BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS IE= 456.83 6" WATER IE =463.5 (2) 6" 45• BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS 117=456.31 6" ED IE= 458.72 R5E \\ GAS _.._ TII � GAS - -_ GAS t moo" In �b 6 4 l a Y4v �F AT COVERED CONCRETE WALKWAY I IS _.. 3 . 24 LF 6" 5 LF 6" SS SS @ 23.1% \ \ i @ 1.0% , REMOVE AND REPLACE .CONNECT TO 4" EX SS W/ 121 LF 8" / ti" BUILDING SS -- SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ @.Hs%0.5016 IE= 462.08 SEE DETAIL � 6" SSCO �'/ 25 LF 6" CONNECT TO RIM TO GRADE 6" SSCO SS @ 1.0% EXIST 4" SS CONNECT TO 3" 467.79 RIM �9 -6RABE 6" SSCO CONNECT TO 4" BLDG- BLDG DOMESTIC IE=457.42 46b37RIM 49 -@RABE SS, SEE MECH'L WATER SERVICE. 5 LF 6" IE= 457.20 FOR CONTINUATION SEE MECHT FOR SS @ 1.0% sm #) IE= 458.23 6" BLDG \ONRNUARON SS. SEUATIO--CH'L FOR �.� EM=467. 8fi N SOVER UTOIUtt CROSSING VERIFY 456M IE= 456.98 -8° IN;E -EXIST EX 8" SS IE= 457.00 \\ CLASSROOM ADDITION 456.88]E= 456:938" €OUT)W 6" SO IE= 463.77 \ t� CONTRACTOR TO VERIFY STA 1 +54 FFE 468.00 LOCATION AND INVERT OF REMOVE EX FH 7 tI a,.,,II SALVAGE EX FH ( ^�, EX SS PRIOR TO CONSTRUCTION TO CITY OPS - - *\ VENT TO CRAY /[SPACE 472 `UMITS OF CML @ L - Yg D3 CONSTRUCTION Ts 0 o W° o U AIR VENT INTAKE? ITHI @ENTRY � I \ I I 1 �� - - -� t4' bw__ HORIZONTAL DATUM LEGEND isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD CLEANOW VERTICAL DATUM ASPHALT PAVING � -168" FF. @ ENTRY ASPHALT PAVEMENT OVERLAY 'NAVD 88 (ALTERNATE 7) REFERENCE BENCH MARK: �- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE) SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01, - UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING 6 SD IE= 464.15 PERVIOUS CONCRETE 4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76' � /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE 00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL CRAWLSINCE TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE ASPHALT PAD FAST OF THE TRACK. INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS �468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE @ ENTRY ACCURACY OF ORIGINATING BENCH MARKS. SILT FENCE STORM CB W /PROTECTION CURBING - ROCKERY UzX3 - UTILITY CROSSING TREE W /PROTECTION (� 8" SO IE= 460.64 CONTOUR (INDEX) -700- 1 4" GAS IE= 462.3± CONTOUR - -- VENT 70 CRAV4SPACC WATER UNE w -_. -_ -. -w (R)- UTILITY CROSSING STORM DRAINAGE UNE---- - 6" SO IE= 464.15 -� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)- TOP Of 2" DI WATERLINE, EL. = 4658' POWER P -P- r I TELEPHONE UNE t -T- S � UTILITY CROSSING GAS UNE -c -G- 8" SO IE= 457.38 4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt- Y UTILITY CROSSING r, EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0 SANITARY 4" GAS IE= 463.53 F o -- .WATER SPIGOT ON BUILDIIvC ■� VENT TO CRAVIISPACE SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }- �A RAY -467,47 81IP sE =4527 TELEPHONE RISER MH B"IPS 45247 - -__ -__ / rI It 87P W -457/6 c RNNGARDEN AREA k \\\ 8 FF. L 46 mp¢� .�_ @ ENTRY BORING LOCATIONS vf IT CONNECT TO CONNECT TO EXIST 8" SS 8" BLDG SS IE= 458.26 Ec SEE MECH'L FOR CONTINUATION I m am 20' F.F. B ENIRI F mq - @�'Cfsit LIE DIP-12 iR e � ' SIAMT PTI-R DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. ob �3 3s�Z-o� C090125 -02 .roe xo- SSN DRAW CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG cxRCxeu 4/12/10 oATR: STRUT MiWER: �AENCC LINE FONC. FOONOAATN I I SEE R BLY / - I i U o ng�cn i��4atax- r m - IE -4%38 8'''IN)E 451 �= 1) IN 45 BEND SMITARY MANHOU _IE =456.33 8° OUT)W -E', / THRUST BLOCKINGBIw 456i CONTRACTOR TO VERIFY 469 slr NE= 456.76 LOCATION AND INVERT +- T) 3" 45• BEND alv w =4ssa8 OF EX SS PRIOR TO / THRUST BLOCKING CONSTRUCTI I " D G- ---- 3- -REDUCE PRMSSURL� UTILITY CROSSIN r 6" SO IE= 461.94 ,BACKFLOW ASSEMBLY --m - (RPBA) IN HOTBOX $EE DETAIL 6 i *g "\ CONma( POINT - AS PK NNC W OR ! 1 CONTROL w71 OR I (2) 3" 05' BEND A1-10I W/ THR ST BLOCKING h� -? E- 1017516 EL= 470.80 5 BOLL DS TYP) SEE DET L 9 __ - -- _ _ -=I w- +-'-'- 'e \- C3.1 °1 ABANDON EX WATER IN Oar - -PLACE LSTAIRS TO SECOND FLOOR CONCRETE LANDING ELEV =472,0' HEIGHT MEASURED TO SECOND FLOOD 1714" E1EV.= 484.0" STA 1 +24. INSTALL: 1 NEW 8 "x6" TEE M� 6" GATEVALVE (fI47'Q�I NEW HYDRANT ASSEME 8" PLUG (MJ) W/ THRUST BLOCKING SEE DETAIL 467 FF @ ENTRY 467" @ fl VENT TO CONNECT TO 6" BUILDING FIRE SERVICE. SEE MECH'L FOR CONTINUATION (1) 6" 45' BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS IE= 456.83 6" WATER IE =463.5 (2) 6" 45• BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS 117=456.31 6" ED IE= 458.72 R5E \\ GAS _.._ TII � GAS - -_ GAS t moo" In �b 6 4 l a Y4v �F AT COVERED CONCRETE WALKWAY I IS _.. 3 . 24 LF 6" 5 LF 6" SS SS @ 23.1% \ \ i @ 1.0% , REMOVE AND REPLACE .CONNECT TO 4" EX SS W/ 121 LF 8" / ti" BUILDING SS -- SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ @.Hs%0.5016 IE= 462.08 SEE DETAIL � 6" SSCO �'/ 25 LF 6" CONNECT TO RIM TO GRADE 6" SSCO SS @ 1.0% EXIST 4" SS CONNECT TO 3" 467.79 RIM �9 -6RABE 6" SSCO CONNECT TO 4" BLDG- BLDG DOMESTIC IE=457.42 46b37RIM 49 -@RABE SS, SEE MECH'L WATER SERVICE. 5 LF 6" IE= 457.20 FOR CONTINUATION SEE MECHT FOR SS @ 1.0% sm #) IE= 458.23 6" BLDG \ONRNUARON SS. SEUATIO--CH'L FOR �.� EM=467. 8fi N SOVER UTOIUtt CROSSING VERIFY 456M IE= 456.98 -8° IN;E -EXIST EX 8" SS IE= 457.00 \\ CLASSROOM ADDITION 456.88]E= 456:938" €OUT)W 6" SO IE= 463.77 \ t� CONTRACTOR TO VERIFY STA 1 +54 FFE 468.00 LOCATION AND INVERT OF REMOVE EX FH 7 tI a,.,,II SALVAGE EX FH ( ^�, EX SS PRIOR TO CONSTRUCTION TO CITY OPS - - *\ VENT TO CRAY /[SPACE 472 `UMITS OF CML @ L - Yg D3 CONSTRUCTION Ts 0 o W° o U AIR VENT INTAKE? ITHI @ENTRY � I \ I I 1 �� - - -� t4' bw__ HORIZONTAL DATUM LEGEND isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD CLEANOW VERTICAL DATUM ASPHALT PAVING � -168" FF. @ ENTRY ASPHALT PAVEMENT OVERLAY 'NAVD 88 (ALTERNATE 7) REFERENCE BENCH MARK: �- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE) SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01, - UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING 6 SD IE= 464.15 PERVIOUS CONCRETE 4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76' � /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE 00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL CRAWLSINCE TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE ASPHALT PAD FAST OF THE TRACK. INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS �468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE @ ENTRY ACCURACY OF ORIGINATING BENCH MARKS. SILT FENCE STORM CB W /PROTECTION CURBING - ROCKERY UzX3 - UTILITY CROSSING TREE W /PROTECTION (� 8" SO IE= 460.64 CONTOUR (INDEX) -700- 1 4" GAS IE= 462.3± CONTOUR - -- VENT 70 CRAV4SPACC WATER UNE w -_. -_ -. -w (R)- UTILITY CROSSING STORM DRAINAGE UNE---- - 6" SO IE= 464.15 -� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)- TOP Of 2" DI WATERLINE, EL. = 4658' POWER P -P- r I TELEPHONE UNE t -T- S � UTILITY CROSSING GAS UNE -c -G- 8" SO IE= 457.38 4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt- Y UTILITY CROSSING r, EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0 SANITARY 4" GAS IE= 463.53 F o -- .WATER SPIGOT ON BUILDIIvC ■� VENT TO CRAVIISPACE SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }- �A RAY -467,47 81IP sE =4527 TELEPHONE RISER MH B"IPS 45247 - -__ -__ / rI It 87P W -457/6 c RNNGARDEN AREA k \\\ 8 FF. L 46 mp¢� .�_ @ ENTRY BORING LOCATIONS vf IT CONNECT TO CONNECT TO EXIST 8" SS 8" BLDG SS IE= 458.26 Ec SEE MECH'L FOR CONTINUATION I m am 20' F.F. B ENIRI F mq - @�'Cfsit LIE DIP-12 iR e � ' SIAMT PTI-R DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. ob �3 3s�Z-o� C090125 -02 .roe xo- SSN DRAW CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG cxRCxeu 4/12/10 oATR: STRUT MiWER: AIR VENT INTAKE? ITHI @ENTRY � I \ I I 1 �� - - -� t4' bw__ HORIZONTAL DATUM LEGEND isroern NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD CLEANOW VERTICAL DATUM ASPHALT PAVING � -168" FF. @ ENTRY ASPHALT PAVEMENT OVERLAY 'NAVD 88 (ALTERNATE 7) REFERENCE BENCH MARK: �- RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATE) SEE MUCH L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01, - UTILTY CROSSING ELEV. NAI46225!N EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING 6 SD IE= 464.15 PERVIOUS CONCRETE 4" GAS IE =463+ TEMPORARY BENCH MARK #1: ELEV =459.76' � /METER e0x No SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 113, LOCATED AT BUILDINGS O y %TETER INSIDE THE SOUTH END OF THE SOCCER FIELD, 23± SOUTHWEST OF THE 00 ��VENr TO WEST GATE POI ON THE ASPHALT ACCESS ROAD. GRAVEL CRAWLSINCE TEMPORARY BEN-.H MARK #2: ELEV.= 463.08' RIP RAP CONSTRUCTION ENTRANCE SET REBAR & RED "DRS CONTROL" CAP, PT. NO. 111, LOCATED AT THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT UNE ASPHALT PAD FAST OF THE TRACK. INAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE CIVIL CONSTRUCTION UNITS �468'EE ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE @ ENTRY ACCURACY OF ORIGINATING BENCH MARKS. SILT FENCE STORM CB W /PROTECTION CURBING - ROCKERY UzX3 - UTILITY CROSSING TREE W /PROTECTION (� 8" SO IE= 460.64 CONTOUR (INDEX) -700- 1 4" GAS IE= 462.3± CONTOUR - -- VENT 70 CRAV4SPACC WATER UNE w -_. -_ -. -w (R)- UTILITY CROSSING STORM DRAINAGE UNE---- - 6" SO IE= 464.15 -� 4" GAS IE 4633 SANITARY SEWER UNE SS - - -- SS (R)- TOP Of 2" DI WATERLINE, EL. = 4658' POWER P -P- r I TELEPHONE UNE t -T- S � UTILITY CROSSING GAS UNE -c -G- 8" SO IE= 457.38 4" GAS IE= 463.53 WATER METER/VALVE /FHItJX1Q- 8Nt- Y UTILITY CROSSING r, EX 8" SS T ON BUILDING 3 5 5 4 0 4 GASR VALVE/METER MH /C0� T� ® 0 SANITARY 4" GAS IE= 463.53 F o -- .WATER SPIGOT ON BUILDIIvC ■� VENT TO CRAVIISPACE SANITARY IeANIIDLf STREET LIGHT ASSEMBLY¢ -- }- �A RAY -467,47 81IP sE =4527 TELEPHONE RISER MH B"IPS 45247 - -__ -__ / rI It 87P W -457/6 c RNNGARDEN AREA k \\\ 8 FF. L 46 mp¢� .�_ @ ENTRY BORING LOCATIONS vf IT CONNECT TO CONNECT TO EXIST 8" SS 8" BLDG SS IE= 458.26 Ec SEE MECH'L FOR CONTINUATION I m am 20' F.F. B ENIRI F mq - @�'Cfsit LIE DIP-12 iR e � ' SIAMT PTI-R DOCUMENTATION (TICKETS) SHALL BE SUBMITTED TO ' UTILITY THE CITY THAT FILL TO BE IMPORTED COMES FROM PLAN A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. ob �3 3s�Z-o� C090125 -02 .roe xo- SSN DRAW CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG cxRCxeu 4/12/10 oATR: STRUT MiWER: Rp ElW mm h a H� F N 486.99 458.47 LOCATION AND INVERT OF EX SS PRIOR TO CONNECT TO EX 8" SS i .�\ �\ .�\:....� ..... .... .... _FFE= 468.00 .......... _. SCALE: H. 1 " =10'. V. 1 " =5' PROPOSED I #� BUILDING ,sae RIM =46 38 475 IE- +&i -*6 " {N S. ........... 456.93 IE- 456.98& 8" IN E -EXIST 456.86 IE= 456:9§ 8° OUT)W CONTRACTOR TO VERIFY LOCATION AND INVERT OF EX SS PRIOR TO CONSTRUCTION 470 VCONNECT TO 0 EX 8" SS JNn 455 06; ,- 355-5 C xcnnc C. F 28517 4fClSTEO'�'.A `�NAL B a d lip • NO. DATE pEN5KK1 12/11/09 PERMIT SET 4/12/10 RENSIONS SHEET mLE UTILITY PROFILE C09O125 -02 JOB W..: SSN DRAW CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG cxEaE¢ 4/12/10 DATE: SHEET NUIRSER: 2 C6.2 h ti W 0 2 E 2 ti m" 28S 7 AfCISTER�� oiaw� • • _ 1 0 1 • 0- W. DATE REIRBXIN 12/11/09 PERMIT SEf z 2/19/10 pEVISgNS 4/12/10 SHEET TREE UTILITY DETAILS C090125 -02 JOB TEL: SSN DRAWTk SLG DIADEM 4/12/10 BATE EMET NUI n'a PRECFS COM1CRE2 VAULT XTLN J - Yx J' GTE PA. S. a t/2 USE D'FAxmENr DaU6LE 6.18 D STILL PLYMC COVERS DIGINSPS C eowr<P itr QANJ CCTa{ FOR siANN PIPE ASH AR' r-1- CO' , 10 LIMULP SGEEED RiAY,ABDO LIST W011 NOSE CAPS. FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSOR TYPE SUCH AS CLOW MEOALLIpv; M EY H 929, MUELLER SUPER CENT RICO 200. AND WAiEROJS PACER W TH 6" MECHANICAL _ _ + P IIACXI = 1 ' (NJ.MJ) ".,ED BLUEL.e / JOINT INLET WEN LUGS. 5 -1 /P MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS, P PUMPER S.9FCf E /' d RE T. SP S G V C ➢OPTS 9U 9 :0 Nv) / .PVT DR W L ` {'x{'x6' CULL H °FD lFC FL PIE E, SOE EQUAL TO OPPOSE ME 1602 MM HME CAPS FIG. PED SJ$ WR 5 fP. MALI DO SLID x tEMGOR� 6" SWYG TIRE CAANUA OPERATED CONNECTION CITY OF SEATTLE THREADS OITP A STORE ADAPTOR, ` 1 ✓CIS LD Q`I 5 EEL PLANE 5 PPE fL. CHECK VHtE Y. EgIP1 t0 'l SEAT OF THREAD % 5" STOR . ATTACHED WTH 1 C^ STAINLESS - F �� CG ER THROUGH 2' NT C Q.- FL Y -0' LO' MUELLER LO. A 20L0-0 HIM DHL CREPLA WARRANT STEEL CABLE. 1 -1 A' PENTAGON DPEFtkT11JG NUT. PIPE WARRANT TO I,t p {" DI. :: =o' v[Ita ) (uvx:P (NV 11, CRLL£0 ME J c029. DIM+ AT 8E PAINTED YA1H F W WAT5 CF CELLO- IAOORE / TIVE PAINT No. EQUAL 5780-563 PUMPER ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUFIPER CONNECTION i0 FACE ROADWAY OR AS ^ Q`1'11 .. -- I / o `-i' - -yam - r ¢ =+J AL, rG_ , v I-1 11C s� SHPll BE RasruL EPDXY Roe sHRlne (LUCm S AR 0. E (nP ) ODJBLE CHECK t ME ASSEMBLY 6 ct Vo' sSEmxr Ct cxwpPE DIRECTED BY RED FICH FARE DEPARTMENT. FIRE HYDRANT E %TENSION TO 8E USED IF REWIRED. `- - T`- D O^ / , / L' v I S�PFC -F 0IS .1 / 5/9 -3/ 6 SUS SFI (m /Ptj METER ] V2' GO e ASSEt et FL. FL 30' LPL. 1 DO _E D i / ^' SSE RL) J 0 6 S RAL "5 SO BE \ R u ND R. 16" TO 20' BEHIND BEHIND BECK OF BACK OF CURB 12" D RACY, OF ` -L{ �.6 D Il Iw csnn 6� _f 1 Y a ou FEE ✓�� \ ( ! � -- . f OTC 0 5 K ,y l V it 2 'IC / 10 ASYm6lY 90" 6 "x6' R'G LING 9G'0 FL. � ( 1j / LK AT IS TO SIDEWALK THAT IS CURB TAD PIECE CAST IRO VALVE BO' 'ITT LUG ItP" COT, tEE 011,11 -/ S FE COP IN / IT, ^ �� hi f ; ._ J � _ - I. HO wmuc _AL EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B" IDP SEC iICN TOUCH I IE[Ap Pli TIC SE J9M AG ITEU D:J- +'f 4.8]5" rc 5 $TORZ C'1TH REGULAR BASE SERUM LENGTH i0 FIT. VALVE IIUi E%LENSION AS RFOUIRED (SEE D:G 6R46 /PAGE BOPO). STET ELATE CRI R 1 CUC b/6 0' V DR LLD HOC D COfR /' CE D 1 c. c' LE i Rdlpp / SMFC LIMIT i0 THE 5 LC r50 CO LL ( ) - DLOCK E y Y REWIRED. - ALA% LAIN "1 � RASED CAVELL,.I HIPPER TYPE 88 FA-11 P�EIN GTE 50 5 0 !EC E C. 0'. rH '-` AD 6 S h . f1J L G GO U C C 4: a DAPiOR / -_ % AN STIMSONITL P.W -WAY BLUE. A 57 6 313 Dh G D E FUND) ) O n 51111 LIK SAFER 5 5 -C OE DES Eet PL/AN 0 G 6 .. P E R. 0.W W410 ",STYE 0.. ^" T IN CONCRETE BLDCNIPiG R LEO G:1 S2EL Rn'tE 5 E V. ( ) COV PP FELL TOP CV 10 A C c c' ECU 0 !A. JfiFGfT �' SEATED 5 OFF A lES AND TEST _ . " P [ FR 1 ROSS -C ITN CTON COJ OL IFEEN Y 6x6",6' FEETEl. R. SY C 6' I O LOTS ( c 0'I W f 5411BL 5 PER D;1 1.1 EVIi CP BUP,Y " ..0.LLC L PO A. C^ S C P I 6 D G HEALTH LATEST MARLYN LIST t0' 0' DE V CATS 'A'-' F Lx r{ 2 0 r R .' . 6 1 0 I . L LC \a YIl1 NDICAiOR POST GOICATOR 1 O SEATED PGSI VALYc SAM- SEC AS DW&EJ Y'.M1 N - y1 -E 101 CL SS 0' LGL1 a Q`1 . &WGES T50 .ESL ENT E C V VES EQUAL). LVE (MUELLER CO OR X G A TO OS .11L 'ED .1 C PC / a, GI TELL 'Ll P l• s , ER f5 CO vC Pfi OR 6 LAG 0 q 0 P G / A ,ER Ewa Ta eD. Lu!N LINE ¢E WITH 6 FumcL sDE OUTLET, A 6" GATE VALVE (R f FIJ) A\5 }YA C-509. RESILIENT $EAT -� 6 G:. C IC AL.£ ' 10' s, oa ; OvcnLE RoN GLASS 5111 PAE PPE AERNS RELR 52CR , %U R "00 HEAD CERCNT Ur,E4 LEh6i1 TO MN J \ 6' DUCTILE IP.ON PIPE, CLASS 52 CEMENT LINED, LENGTH t0 FIT 2 -3/4' CDR- TENSrEEt TIC VODS. SEE SlD DETAIL FOP. NF RODS. - (I 10 reUEttER `, i YLU 1 EQU ^Q �` �I n ";' I Ct r, PI SL sENSdt ACU LIED C1 SiEEt PLATE COK.R IH1GVEa1 ^' DA. DRILLED NOTE IN COVER -: o HIC x 8' rc 4' 1411IAUM CONCREff BLOCK UNDER HYDRANT fE € J ( t �vJ r r0 ' JA J -� - -1r2 YARD WASHED GRAIN FOLK (]'i0 3/8 ") VAIN_ 1 M' 1 ' - I ABOVE BOOT FLANGE PLACE 8 MIL T'T1° L' GR 0' ASSEm t POLYETHYLENE FILM AROUND TOP AND SIDES OF aP /. 02 6 $SfmBt 6 GRAVEL. \ P 1 + / 6 ssnnatr ,= '" FIRE HYDRANT ASSEMBLY - �` �� _V,- c rCEE / LEE Cuc r.o 'r 1,1A11 11 l£C O N-Cl ACIERYE Y - A 4V PO tF) ZEUS Cu 0 J LIPS Ayl STOR. OR J SIOLUM Mil, � �V 6 90'BBJ0 FL LEVEL aLL GPDUYD , uD RLG SIE k SETS., n M / fb P1a nD" (CO Cc FEET) / JF LV -D cnrcx efSH OR M.vIxOLE R \�1 GPLVAIJZED ML'! O P.AD.US LEVEL ALL GROUND E OR 11E 711, R i E E S PO t IF aC/ .. STEEL LNIQER / SIN 3 RA01US 1 J b : .- .LTE) ..PPE RD S FRC L o 11A. - NOTP w clv .1 DPI -�/ 5 END VIEW I A. 875. SlOre2 CE t L NOTE s: CAVIL ADASineLE STEEL PETE wPPCR t. �6 I OiJE FIAII !SOCK - 13 11 fIL S O UAC. F O PR l INC Df CE 0. D. R' t. ': L E ,UL . PL - G RV, 0 c. GTANwm9S BOLTED TO CREW, 1 +0T SHOT C . (TUC 0 THE Srd 0.80 DETAIL DRAW CS 2 .ID LARGER .'.DO AND TEES TO D C. 91 O SWE IT "I'D I YOUR PARTICULAR COMBINATION NATION IS HOT SHOWY I . PRO£G J IL. 011.1 S PAC: t S Q PTO CEO E. 29 AT THE p 7 OPn P L B 'TOURED B THE V 'Li C CH EPPIC DEPT, FOR 1 OF 51 LLATD TO GELDED MEP E AVL OPEC: `1C o ITS L TIC . CC PLCH S E 0 f 0 E E E G R SURIBI 4/ OIJSTfLL /DJSTABLE PPE SVPP@T. FILL THE PPI V1 PEDJPER f CS P G RPJG ULT 51 G F1 111 { 1ST LL C VVIlI�D LAWER FW fCLESS. !., E G 0 PITCHES OP PROF CL R N:CE FRO. ME IJLT FALLS 5 .r TER f LO N ALLAt IXy M1AN RUCVA ANL LY P SS DCVF "US' CUT (WHICH CLEAR t C• SHELL A M CUUm OF 1 FRO 111E E"DS .',D iH CG C EnRMICE S.IWLD BE AS ➢PLC _L1 MIT. CN FIT' li ESTIN SALSFACTOOLY BY A DEPT OF HEALTH CORRRED J.GFLOIV ASS CLY FUND. RUI REACTED 10 BE ARTHI1E0 TD VAR1 'S SLVJGARD DETAILS! OT OF BENIDJ OATER UNIFY EIICURINC. OEPS PRIOR lO A'IMT OY OF TH' '.'IF KO LE D. JOCK $ ALL BE OF CNOT 'G .0 -.ALVD 50 R 6 STALL B3f55 PLUGS AT ALL TEST COCKS _ HYDRANT LOCATION IN CU i OR FILL MIRE HYDRANT ASSEMBLY DETAIL EP IRS GAF S1 SUFFIC NT DNDSTmsm CACTI SD AS TO SUPPCBT 1 C 6 COMPOUND 1, THE DLOCKE. THRUST 7?�P6l B9CYANY -,Y SM. PIdN - ffi ' tIC9 GR SERVICE • PUBLIC tY0RK5 �QY�l�M !AQ'RO�/ p ADOPTED CRY LP NPLANE ! S ADOPTED C.m of R6FULT S. OH DEPARTMENT d -M JANUARY 2009 Y ROD O SiANDARO PLW6 . 1ST D1R. 61 /OA - -- V. uY NOW O' /a+ I DATE pY PPR DWG. NAME: SIC' SP PAGE.BI02 _ DATE F REFTSIO(,! BY tPPP.9 DWG, NAME 9108 SP PAGE 8108 __REVISION _ 3 120 VOLT ELECTRICAL OUTLET FOR MANHOLE FRAME AND COVER b °I SEE DRAWING BR29 - HEAT TAPE. INSTALL HEAT TAPE (SP PAGE 8074) - FOR FREEZE PROTECTIOF! CENTER BACF:FLOW 12" MAXI 24° w PREVENTED IN ADJUSTMENT (4" MIN.) ENCLOSURE c REDUCED PRESSURE \ 1- BACK - CONE PLOW ASSEMBLY /. `D' �? A� (RPBA) -- RUBBER GAS<ETED JOINTS IN %A nvsul.nTED ENCLOSURE \ R ` ACCORDANCE WITH ASTM C -443 3" NFL. - I, . BOX" OR EQUAL STEPS - 3/4" DEFORMED BAR 3/8 1 ANCHOR STEPS SHALL BE INCLUDED BOLTS PER MANUL ACTURER CONCRETE RISER BY PIPE INC., 3" MIN. T MIN. OR APPROVED EQUAL. 'A' / _ - F /IPe CONCRETE ST AD UNION USH"C ,' _ i•I GRADE IRUSHEO N I - GRADE- -� y 1f L rz \ h 12" (TYP) /� MAX. PIPE SIZE - 'E' -� LADDER -STD. ALUMINUM T . °j ` d- OI L 5 OR GALVANIZF'D STEEL Cg) DRAIN Cg) W' -A SEE NOTE 4 of MORTAR FILLET CONCRETE SHELF n 6" mINIMUM % - SLEEVE FREE DRAINIlIG GRAVEL + 1% PRECAST BASE SECTION - f' OR CAST IN SHELF. CONNECT TO 1 1 4ATEB METER - !LED1ATELP, 1 ADJACENT TO A 6" MIN. (TYP) �tlt i Q„ S=355406 SANITARY MANHOLE TYPICAL DETAIL INSTALLED E/ APP'D. =Gon1as GYwca PAN FRONT /DEW .. „ATE. IrVL PER UPC \/ DIRECT BURIAL CR IN RIGID "I" 5m' NOT TO SCALE (9ZE AS ,ED.) CONDUIT PER ELECTRICAL SIDE /fhW PERMIT REOUiREMENTS. ' •A' 'C '0' 'E' tloiES: . 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" LD. ,. ALL REDUCED PRESSURE BACEFLOV/ ASS-I,!BLISS (RP©A'9) MUST BE LISTED UN LATEST LIST OF "BACKFLOVI 54" MH 54" B" MIIJ. 5.5" MIP1. 24" MIN. 24" I.D. PREVENTION ASSE,AIBLIES APPROVED FOR ;1USTALL.4DON IN WASHINGTON STATE ", PUBLISHED BY STATE OF 60" MH 60" 8" MIN. 6° MIN. 4T MIN. 30" I.D. WASHINGTON DEPARTMENT OF HEALTH,, _ THE OMANER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMPING PERMIT FOR THE INSPECTION ;,P THE INSTALLATION OF THE RPBA AND PIPING THE DEALER SHALL FURNISH, INSTALL AND MAINTAIN THE P,PBA AND ALL PIPING AND APPURTENANCES SHOWS OM: THIS PLAN. I. STEPS TO BE 3 /4" o DEFORMED BAR CALVANQE SAFETY STEPS OR EPI c THE RPBA MUST BE TESIED BY A STATE CERTIFIED 3ACKFLOW ASSEMBLY TESTER, AFTER ITS INITIAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTORS ARE INSTALLED, 3. CASTNC TO BE PER DRAWING BR29. , INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF 1'HE TEST - {. MA{HOLE SECTIONS TO BE OF Rc NFCRCEG PRECAST CONCRETE. REPORT SHALL BE SENT OP, FAXED 10 CITY OF BENTCIA WATER. UNLIT'( ENGINEERING DEPT., AFUL WATER 5 ALL JONNS SHALL BE GREETED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INITERIOR SURFACE$ INCWGII'IG CHANNELING, UTILITY CROSS- CONLIFCTION CONTROL SPECIALSIT, FAT, N0. 425 -430 -FV41. - OOATED (SULL D) WITH A HIGH SCUDS ORETIANE G.XTP G: AMSER 11111OSHIELD aN L GRAIN SHALL BE SLED TO ACCORDANCE 'WITH ANWA CP,OSS CONNECTION CONITROL MANUAL STANDARDS APPROVED EWAL: COLOR OF COAHNG SPATE OE "R rN. 3" DRAIN FOR 1 OR SMALLER RLBA s DRAIN FOR ' 5 TO 2 RPBA's, 6 FOR .1 RPBA: s. - - - - -- - - -- -- - -- - -- -- -- ]. RUBBER ORD E1SU HINTS SHALL BE N CONFORMANCE WTH ACT" C : {3 8. CHANNEL HEIGHT SHALL BE F mN1MUM OF 3/4 THE NOW DIAMETER P.' THE LARGEST PIPE. SANITARY MANIIOLF. 5. RPD.A ALM GhCLOSURE SHALL BE I OC1 ED Q[N PRIVATE PRQ ?ERTY AIID HS VE4ft PS PCSSIBLC' TO THE 9. CONNECTIONS TO MFH'HOLE SHALL BE NPAME UINC WN ADAPTG . HCR -N -SEAL BOOTS OR SJATER NIETER, TYPICAL DETAIL 10. MANN ES EQIALL TO AND GREAT:R THAN 20 FEET DEEP SHALL BE A MIY,IMVI,P 60' DIAMETER AND HAVE A'SCRETRACK' CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. CHECKED FOR COMPLIANCE TO CITY STANDARDS o ADOPTED CreY OR RcKTOn • C N DOW. PUBLIC WORKS ®� DEPARTMENT REDUCED PRESSURE BACKIELOW ASSEMBLY IN MOT BOX P7dN - 9fi02 1 � _ �.� L� (�Ob �J OOC ZOOS LET VVI, I 0 1> 96 AtlEYE nofve. AC DATE RENSION BY APPR DWG NAME: BO]i SP PAGE BU %1 ..� s� /� / U/v \vvv VVVw/J// 6 m" 28S 7 AfCISTER�� oiaw� • • _ 1 0 1 • 0- W. DATE REIRBXIN 12/11/09 PERMIT SEf z 2/19/10 pEVISgNS 4/12/10 SHEET TREE UTILITY DETAILS C090125 -02 JOB TEL: SSN DRAWTk SLG DIADEM 4/12/10 BATE EMET NUI