Loading...
HomeMy WebLinkAboutS-325608L C3 q C3 O o O w 1- "D n LU z_ C:� w c ¢ 22 LIA C1 W N Z Q J Z Z UJ Lij :5 } Qi! Of LU O z z Y � F $ � zo W SY Zz F€ 7 =�3 e g= 41, W O In s Loo N E2 E2 Es m 0 i SEE DETAIL c .I6 Qj 6° SSLO R-WTO GRADE-- RADE - IE= 38 36 SEE DPTAIL ,' p (1) 6° 45' BEND (MIxFL) (1) 6" 2211/2' BEND (FLxMJ. . (1) 2 rL SPOOL W% THRUST BLOCKING N: t 91791.82 1303369 71 PIPE X ING _ 6" WTR T= 239.6 6" SS CR 238:63 ' PIPE X ING i 10" WTR E-238,6 8" SD CR /237.5 (1) 4' 45 BEND (MJ.FL) (1 4' 212/1/2' BEND (FLxMJ) I1; 2 F)_ SPOOL W/ THRUST BLOCKING 11:191 X97 24 E: t 3 0713 6 1 00 (1) 10' 45' BEND (MJ) WJ THRUST BLOCKING N:141804.36 E: 1303352.94 T J 73 LF 10° CL 52 DIJ i PIPE X NG nzn cn \ o j 1 SW T 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN MATCH LINE - SEE SHEET C5.02 •� �eC�e . � 60 ./ - 1 PT 6" TAPPING GAT LV FL MJ) 6- SS IE 29 %4 N11428ST6LOCKING SEE R ICMOEC 301 N-191428.04 N TO U N i E:1303390.34 LF 6" S @ 22.0% 6" SS IE- 239.34 O i SEE MECH'L PLANS O O \ `NO FOR CONTINUATION s @ 1� (` / /`\ ` 5- •• 5- \ - WATER -fPSEMEidT-itj'-CITY OF P.EMON- ..._____ �. �� 25 LF B" SS @ 7 ., ,LgO \-F. 6 / / i j SS M. ' - . / - 40 OFF CURB - - -- - SEE5 ET /4" FIRE HYDRANT ASEMBLY < CONN C 6 .SS - / DETAIL I I i .III j 236:15. " / 'L 0� .. 10 I g5 '191452.72 - 8" CI - E1303390.34 \ to � 6 °45'..BEND (MJ) E ;._ THRUST BLOCKING- / ' -/ ::.. t \. a. _ 11:191735.82 ... �,. -. / .. 25 LF b; CL 52 DI / .. I Ih6� PIPE X 7NG I i E1303349-51 \_.__-' ._.�._._ --- -- 6" WTR<IE 24450 I I E PPE X -ItJG / /GO fi1� db "'`'-"- SS CR (ASSUMED)=.2 OOt1 f i - 5° WTR IE- 233,5- 2 6" SD C5,235.94} /. _. _.. .LtVS+ r_� CL`_?<: Z�! cAEl -k 1 6' DDCVA BAC / qv SE = sib c. SEE DETAIL cs�!6 c V�el�v -rte. P'7.10 c: q�iRQ`}'Atuvrta PER GOR 16 LF 6° DI CL52..- r 1 LF 4° DI CL52 C- EEFTfR COORDS - -! S I I I ( I.- I� N 1'9'1727 30 11 LF`10' CL 52 DI 1100 L 11:191752.77 _ J -1303301.35 PIPE X -ING - 4 WTR ]E= 238.5 6' S�SRM 237.15 i ,•0' ( E1303332:03 - -. -\ 1 10" GATE VALVE (FLxMJ) t� 6 GATE VALVE (EuMJ) Jf E:7303312.95 $ „ >6cI III 5 LF 10 CL 52 DI (FL) SPOOL CONTROOR TO PROVIDE TRENCHING 4110 BACKFILL ' 1 I x ?" T°< <FL; ..: .. .: ) FOP- AS "LINE " {1; ' GATE VALVE (FLxMJ)Q 1 N 191726 98 �-- ..s. I CC_ O W • ! �- �� I t7f�' �-. E.1303308.56 AS i _ ��__ '`� = �;:- \._�..`- ,r„ -��. -� •- �.-- ..-. -. O 0 20 SCALE 1 " =20' Call before you D19. 1- 800 -424 -5555 UNDERGROUND SEPVCE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 3300 SEATTLE, WA 98101 (206) 343 -0460 SURVEYOR ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET `EDERAL .JAY, 'NA. 98003 (253). 838 -6113 (t).5 -1 /4° FIRE HYDRANT ASEMBLY SEA DETAIL ip: CAS SERVICE LOCAT ON - _ _ - I I 7117. t(,191722.18 .t6 - - -T L1303293.4 1$0329310. .rs �- i - - - y ----------------- - - - - -- 4 LEGEND T, - - - - - -- - - - - - - - - - - -- - I ---- - - - - -- - - -¢� LIGHT ASPHALT PAVIN�- I' EXISTING REMOVE PROPOSED u (i) 10" 22 BEND (MJ) ti I r ' L L W/ THRUST BLOCKING - _ (t) 10" GATE VALVE (MJxFI). N:191741.77 -• N:191731.29 E:1303301.35 E:1303306.46 3° DOMESTIC METER 14 LF 10" CL 52 DI DOMESTIC WATER PIVA CENTER COOP,DS N:191736.39 E:1303327.87 SEE DETAIL 05.74. I END 3" BRASS DISK !, CONC- 0 BELOW GRADE (04 -07 -2004) F END 1 -1/2" BRASS DISK 0.9' F D 6 /80`WRE0BA�0REtJ CONIC �/�/, { I IN 4" SO CONC MON T( (04 -07LOW G NE301h Slree! - LS 23613 1999 11_89'0438" W 1178.78' 0.6' BELOW GRADE -ft - - _ -11 (04 -07 -2004) FOUND 3" BRASS N 89'04'38 W 1178.76 R -lij DISK IN CONCRETE 0.6' BELOW GRADE C. H 4j\�PRk48 /20' � CID, J ' \ ss o (04 -07 -2004) A 4 f !0 W 7 Vs 0 i a�`r" FOUND LEAD AND TACK �6s £�Bqs /S8K'7 �00xd 1' 7 \ ✓ IN 3" SO CONC MON H/ "446 iS 0FB f,SAf`M�"\Op� •ci \ �' 0.5' BELOW GRADE nI I Ec<� 07S 0, ki UgfO� I s (04 -07 -2004) A OpRqNgTfS \ 'T C�", ° INDEX PLAN L/AL Y � <D � LALCULATED R -IU NE28th reef �. N 1323.24' FOUND REBAR AND CAP I w FOUND 3" BRASS DISK (CRONES ITS 29531) IN CONCRETE 0 5 BELOW GRADE CITY OF RENTON j' 266 M N (04 -07 -2004) END COPPER TACK IN 5" DIA CONIC I n 02' BELOW GRADE (04 -07 -2004) I BASIS OF COORD'S AND ELEV CONTROL PLAN a FOUND MONUMENT IN CASE -, NOT TO SCALE CITY OF RENTON POINT 1839 I �� HELD PUBLISHED POSITION !Y % I - - - - - --- - -- - -- -- HEAVY ASPHALT PAVING ' GAS LINE - -. - -- -GAS - WATER METER /VALVE /FHm'. '. 0 wt- . CONCRETE PAVING 'I _ STORM CB /MH BUILDINGS SANITARY SEWER MH /CO _ ' •.. /F .. ;�'�_ - - - -- // I i1 RIM I. :31 _ anD h -- T AS-BUILT RISER /MH -I.3! GRAVEL a (� eu.a:e"p I'�q. TREE W/ PROTECTION , - II - -- CURBING CONSTRUCTION LIMITS 1. ,ice I 1 ROCKERY - : � J ti_ C: P°_ NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN -.. COMBINED DETEMION AND .. 1 '' _ TOPOGRAPHY - -- C.O.R. TRENCH RESTORATION AND OVERLAY DETAIL STREET ° .'. R ;.,'.. .. <.,.,.. WATER QUALffYPOND.. ° - I : .. - WATER LINE -•! --- SHEET �' 1- -P.I ;e a3 a. ;3eLn STORM DRAINAGE LINE--- S.' ..___ NOTE: FILL AND COMPACT. ROADWAY PRISM TO FINISH GRADE It 73411 s' CPP : tic - _ STORM DOWNSPOUT PIPING : �� PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION IE ?2a 10 W ......... _' '"" ,c26577,�j Q4 o sslONAL � - SANITARY SEWER LINE- -s=- -- ROLL 204 POWER - - -. -- -P TELEPHONE LINE -- - - - ---- -T- ' GAS LINE - -. - -- -GAS - WATER METER /VALVE /FHm'. '. 0 wt- . - - STORM CB /MH rte.. �AtV SANITARY SEWER MH /CO _ . 04 GAS VALVE /METER . -. AS-BUILT RISER /MH a (� eu.a:e"p I'�q. TREE W/ PROTECTION , - - -- CONSTRUCTION LIMITS x Px 4 t_ 08 # € , R a ai ti o Ao Kennydale Elementary School SHEET COUGHLIN PORTERLUNDEEN � 7, 1700 NE 28th Street, Renton, Wa A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P. 206/343 -0460 : �� gj, A�T WATER AND C5.01 SEATTLE, WA 96101 F: 2061343 -5691 ,c26577,�j Q4 o sslONAL � SEWER PLCilal I��. EXPIRES 01/23/2006 - AV" '�S - �00 gCANNED OCT,, 2 7 2006 K�`0'2