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HomeMy WebLinkAboutS-325602N� M° C) Op" 'r c NN c a 1 I� J 9 a � IW a ILA a 0 a a 0 a a , ii a, i. s, W ; OZ =1 3� w� 2s 91 Z I� 1 L ,C Q. 0 Cn Z O Jc C) O E°4 3 Z w �j o, c m C 0 a` L Q � o � W �tQY Z Z o REMO VE PROPOSED LIGHT ASPHALT PAVING 4 $ O z r 9 Z N Cn >- CURBING -- - Q w Z • ��r c0 a �= m STORM DRAINAGE LINE - ULI U) ;1 � o N POWER ►= to Uj W cv Z w Cr � LU wO � SANITARY SEWER MH /CO ,_ E LLI m TREE W/ PROTECTION l Cr z :) � U�r � Z Y gL4J � LL. IW a ILA a 0 a a 0 a a , ii a, i. s, W ; OZ =1 3� w� 2s 91 Z I� 1 L ,C Q. 0 Cn Z O Jc C) O E°4 3 Z w �j o, c m C 0 a` L Q � o � W �tQY Z Z o �U"I)��tn 00000 o c? a a c1 O O on O O O CD CD CD o f ca'rJ lot REMO VE PROPOSED LIGHT ASPHALT PAVING a n CONCRETE PAVING 4 Y Z N >- CURBING -- - ROCKERY !: . ._ • ��r c0 a WATER LINE - -- m STORM DRAINAGE LINE - Cr M t ;1 � o N POWER ►= to -T - � GAS � Li or t_ SANITARY SEWER MH /CO ,_ E mCD J m TREE W/ PROTECTION l Cr :) U�r zL gL4J � Q 'A m C) L.I (� w a 0 �U"I)��tn 00000 o c? a a c1 O O on O O O CD CD CD o f ca'rJ lot REMO VE PROPOSED LIGHT ASPHALT PAVING HEAVY ASPHALT PAVING 1 CONCRETE PAVING BUILDINGS GRAVEL CURBING -- - ROCKERY !: . ._ • ��r TOPOGRAPHY 238 WATER LINE - -- STORM DRAINAGE LINE - t SANITARY SEWER LINE -ss - -- •�•••• POWER p cn -T - gW GAS WATER METER/VALVE/ FHg3 D+,; Li or t_ SANITARY SEWER MH /CO ,_ • mCD J m TREE W/ PROTECTION l Cr :) U�r zL gL4J � 'A m C) L.I (� M 0 V) Ld Z ♦ do SW 1/4 SEC 32, TWIN 24N, RG 5E, WILLAMETTE MERIDIAN + MATCH LINE - SEE SHEET C5.03 Cowrz�w4- c�otil S i _ I 52 LF 10" CL 52 DI NOTE: I - - - } 1 M CONTRACTOR TO POT -HOLE WATER LINE • ' 1 ' AND SEWER LINE AT LEAST 72 -HOURS III I 1 i PRIOR TO WATER LINE TRENCHING. I h ► i I I ; i� A 10 LF 20 .9 CASING S� ' 20 LF 10 " CL 52 DI SEE DETAIL w �-- 2 10" VERTICAL BENDS , a �i �► ,,` S Ti4 /O 4.3-z STA ,•O4 -'7 Z / ' • - . � \ ` I j ! I it tl . ' , I. WATER EASEMENT TO CITY OF RENTON .I 5,) Nit, i (1) 10" 22 -1/2' BEND (MJ) (:. - - \ __ - - -= ___ _- _ -_ I _- _____-`__ ==_ _ = + "� - -- I t W/ THRUST BLOCKING Ir . N:191804.36 L J... \; I j ? i +I n IE 141.1V1 115: top S I E:1303607.23 ,� \ I 6' ` 1 i f I j f tE 241.35,18 sT� ,,. 17 + 1.3 RIM 14 30 ,. I ` +• I i ) f I I IE 2447 -w_� IN, ! �� 148 ✓ones �� r 118,?5 Mla Ave NH � r _ - - i I i N:191479.4 i (1) 5 -1 /4" F E HYDRANT A5E�MBL 1 h I 1f 'I ; E-1303590 PI PIPE X -ING SEE DETAIL !� ) ! ' o " 10 .� I r R�M1S60A6 f CPP IE 10 WTR IE= 230.67 N:191730.41 10 12 SD CR= 236.1 E:1303551 05- � -- '' - 74 LF 8 CL 52 DI - - - 1 10 "x8" TEE FL -�+ I ' I ! 1 10" GATE VALVE (FLxMJ) 1 10" ADAPTER (FLxMJ) I II I I�,I j I 1 8" GATE VALVE (FLxMJ) (3) BOLLARDS ( P) W THRUST BLOCKING ( ,I ' '•• � � SEE DETAIL N:191804.36 E.1303558.02 , �+ 15.0 I i j jla I S TA 1± 1 } rtoZ � :;! � -f - -- WATER CASEMENT TO II � _ � - '' ! 't ! 0 f AE CITY OF RENTON ;I t N 1 I I N/ I �' 1 ` I 1 243.00 ► :�. l I , l 1 4 45 BEND (MJxFI) �. � f 1 4 22 -112' BEND (FLxMJ) ;.l .. � � ( � II 1 lI i i 1 2 FL SPOOL I ; W/ THRUST BLOCKING ;r o i�- N:191796.91 I E:1303431.87 I co 1 6" 45• BEND (MJxF L) \ 10" VERTICAL BEND 1 6" 221/2' BEND (FLxMJ) I I S~ri4 i7,-t- , y ; ' CONNECT TO EX SSMH I ( I` ' 1 2 FL SPOOL IE= 227.40 VERIFY I W/ THRUST BLOCKING ► ' �, I a 8x8 WYE ,... ' E .,r �, - " IE= 231.90 PRIOR TO CONSTRUCTIO "�N 7-4- -• ----- N:191791.49 ;r �` - . PIPE X -ING �' 8" SSCO 8 SSCO EX IE= 227.26E I ' E:1303417.72 RIM TO GRADE EX IE= 227.16 W 10" WTR IE= 2 7 RIM TO GRADE ;•. `�. 8 SD CR= SEE DETAIL 2 SEE DETAIL � E:13034�3 66 I j .' " CUT AND CAP EX 6" WATER Cs.tt I LEI __? 6 (E) AT VALVE BY CITY FORCES 1 AIR VAC cl .... IN ' 0 ` SS 0 2.5% E 11 16 (W) SEE DETAIL a,:.' 4" 51 LF 8 " .0% 12 J ( 5 LF CL 52 DI - 8nX6. 65 LF 8 SS 0 2 I REDUCER _ 10 LF 8 SS 0 32.4 1 10 S TAI I 6" SS STUB SEE MECH'L PLAN " c5.1 t ,� � . • - t CONNECT 10 EX WATER 4" DOMESTIC SERVICE - FOR CONTINUATION IE= 233.15 11; EE DETAIL n t: ,.. ' _. SEE MECH'I, PLANS FOR CONTINUATION - _ - 1 10" 22 -1 2 BEND- J N:191428.14 CONNECT EX 2 LANDSCAPE ( l) ' N010'00010E I - --�- _._ -_ _ :1303433.34 (I PIPE X -ING 0`I• W� THRUST BLOC 1 E METER 10 NEW 10 WATER LINE f 1 LF 6" CL 52 DI _ 1 1471 15- / 6� { ADJUST EX LANDSCAPE WATER I 6 SD CR - 240.83 N. 9 �� 43 LF 10" I S'"J1t "� 9SiI _ METER TO GRADE , !�. ( 6" SS CR= 2 6 � E:130 4.3.34 II FIRE PROTECTION LINE TO FDCp 110 CL 52 PIPE X -ING Lt. 0 I SEE MECH L PLANS FOR CONTINUATION+ .S 00 3� � R - 44.4 I M I _ .. _ 5� / I t "' SS CR (ASSUMED)= 225-Of -6TA 11"3,45- ,SeC f N f:e- T L.S- N F, ,v c..wr�jj'A A Tt o 10 "x 10" VERTICAL CROSSING (MJx Ft) - SEE DETAIL ; 1 1 10" BLIND FLANGE 1 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1 10" PLUG (MJ) W/ 2" TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY - PIG" -n EXISTING 12" DI WATER R& COW" DUAL TER All TESTING, CLEANING, AND D1SWECTIHG REMOVE TEMP BLOCKING & BLOW OFF AND CONNECT WITH 10" SLEEVE (MJ) dt 10" SPOOL MTAL A EXISTING 12" DI WATER 10, T �f lv CUT IN 1 12'fl0w SEE (Fl) 2 12' GALE vxvf (ilxAU) 1 10' CUTE VALVE FLxMJ 1 10- PLUG (MJ 2 12' SLEEVES �AUxMJ) 2 12' SPOOLS (AUMMJ) w/ 2' TM « TEMP BIgY OFF W/ nWusl eLogcMc INDEX PLAN MATCH UNE -SEE SHEET C5.01 s- 325vo2 COUGHLIN PORTER LUNDEEN A CONSULTNVG STRUCTURAL AND CN1t ENGINEERING CORPORATION 413 PINE STREET - SVITE 300 P: 206/343 -0460 SEATTLE, WA "101 F: 206/343 -5691 tWAV S'T�4 t 7 ♦( 00 SEc s6# da -r cr.o FUR. ClroV -riw ,00kTec.N ` I I 05 ROLL 2 0 0 FR 3.3 7 Checked for Compliance to City Standards � 6,M,✓ �w� �LLaoes Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PLAN 0 10 20 40 SCALE 1 * =20' Call before you Dig. 1 -800- 424 -5555 UNDERGROUND SERACE (use) RENTON SCHOOL DISTRICT j403 1220 NORTH FOURTH STREET RENTON, WA 96055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 SURVEYOR ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838 -6113 or- ISTIN REMO VE PROPOSED LIGHT ASPHALT PAVING HEAVY ASPHALT PAVING 1 CONCRETE PAVING BUILDINGS GRAVEL CURBING -- - ROCKERY !: . ._ • ��r TOPOGRAPHY 238 WATER LINE - -- STORM DRAINAGE LINE - STORM DOWNSPOUT PIPING SANITARY SEWER LINE -ss - -- •�•••• POWER p TELEPHONE LINE -T - GAS UNE GAS WATER METER/VALVE/ FHg3 D+,; Q! 04-4p- STORM CB /MH SANITARY SEWER MH /CO ,_ • GAS VALVE /METER TELEPHONE RISER /MH TREE W/ PROTECTION CONSTRUCTION LIMITS SHEET C5.02 4CdZ) S �% YZ5&o Z