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HomeMy WebLinkAboutS-40480600 0 I N w w Ln w 0 w a U V) a_ u-> N N O (V \ \ E 1— a� 0 3 Q0 3 I co 00 rn 00 i O O O 00 U .O 0 > O 0 Q W� N 0 10' 20' 40' SCALE: 1 "=20' ASBUILT SEWER + WATER PLAN + PROFILE - SHELTON AVE NE OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 44 CITY OF RENTON, KING COUNTY, WASHINGTON 19 FOR CONTINUATION 4 w \�4�4 INTERSECTION �. ° -- L■ NE 27TH. PL STA: 15+3131 SHELTON AVE .NE STA:: 50+00.00 I i N: I I I I 12 � I W Z N "'. �'. 1 0 I I 1 ► I ` SHE 'I TOV I AVE';NE 'I _ 9 LF 8" DI , 1 I: �, ©, • 1133 LF 8 DI I 1 II 20 \ 1 wl 'n I I cc`qat►: c�`4 00 p I t Kv: �► pl �I �t 3 Lr�l r'njl MI I L 370.00 '� F in \ 1 04 w Do ; _1 , °' 10 5 00 cy FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REOUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END ROAD. 0 375 370 0 3W 0 345 0 335 La =Ili ■ — ■ — ■ ■ - — ■ ■ ■ ■ ■ — ■ SEE SHEET 44 FOR CONTINUATION HIGH PT ELEV = 369.51 a- LOCK AND LOAD RETAINING WALL (TYP) WATER SERVICE BOUNDARY BETWEEN RENTON AND COAL CREEK UTILITY DISTRICT - = 3.85, 1 .._ z o c0 O N d) r� in S C0 �p 0 0i al �' N ►�In I II Li w U U 1 PROPOSED GRADE EXISTING GRADE 0 INN 0 z 3 � a —KEYSTONE RETAINING WAI I FUTURE ROAD EXTENSION AIM! KIM PROPOSED GRADE SING GRADE �Lo co �� Op �M Oq� Lq ^ rn^ �l �^ O^ (.00 r7 O 00 C>7 iri ^ (V O 00 00 00 Lo ni iri 0)(.0 I� ^ (n Co Ln Co in Co in (o LO Co ,I-LO LO LO ,� 17 M ro r7 M BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT REVISION 51+00 52+00 TJS 1 /12/22 BJT suRVEYED: scALE PLAN: 1 " .20' HORIZONTAL rVD 1988sai DESIGNED: PROF: H 1 =20 TJs V 1 "=5' DRAWN: TJS ONE INCH DATU M CHECKED:ONE AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 0 375 370 355 �i 345 335 52+50 UTILITY CROSSINGS QIE 12" SD=366.38 T/P 8" W=365.10 WATER MAIN FITTING DATA TABLE OSTA. 50+07.00, 4.00' LT INSTALL: 1-8" TEE (MJxFL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING 51 +41.49, 6.90 STA. ' LT, 8.68 ELF O , INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING OSTA. 51 +49.00, 4.00' LT INSTALL: 1-8" CAP (MJ) 1-8" VERTICAL CROSS PER STD. PLAN 300.6 CONCRETE BLOCKING WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. I I -� J l L-1 I I I I I --- I I -- - ---L _ - i �==' I I �I r I L-'� �_ LL SITE PLAN KEY MAP a 01 [GMT MTA Us we'sure, bwA till HMI 11 3. AL � o � Z y 4 423 p �� S10, AL L 2/ 7/2 V E V Vf = L � m .� O (0 m C � C uj c � N M < 05 N a-+ 3 *ate d1 N t 0) i O Ln a-+' N N /c�v W U � r Y co O CD 0 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LIJ U � 00 ASBUILT SEWER + WATER PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FIELDS OOK c~OO PULTE GROUP, INC DRAWING No: LLJ 3535 FACTORIA BLVD S.E., #600 oc W BELLEVUE, WA 98006 SHEET: 47 GF:89 CD m