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HomeMy WebLinkAboutW-389602I I I I Q) x x 0 0 ry 00 Q0 00 n CP a� 0 U U� Q 0 0 N Q) E 0 0 I 0 v r` N U) 0 i 0 N i U) 0 O 0 N i N i� ASBUILT WATER AND SANITARY SEWER PLAN =30 SAWCUT, REMOVE AND REPLACE EX. CONCRETE PAVEMENT IN-KIND AS NEEDED FOR UTILITY CONSTRUCTION. O1 CONNECT USING INSERT -A -TEE PER CONCRETE SHALL BE SAWCUT AT NEAREST JOINT AND THE CAUTION!!! 0 15 30 60 Know what's below. MANUFACTURERS RECOMMENDATIONS ENTIRE CONCRETE PANEL SHALL BE REMOVED AND EX. GAS MAIN TO REMAIN. Cal before you dig. IE=387.20 (6" S) REPLACED. PROTECT FROM DAMAGE Yr ;� �--I(UG)— �,�� � _ — EX. SSMH O RIM=396.92 STA. 107.00 � 4TH= _, �UG)— T T(UG) T(UG) IE=387.42 (24" E) INTERSECTION WITH SITE — — — — BCUG) r-- — — — — — — *(5142 — — — T u� — -u P(U�_ — — rlo� ,�„� 17 4 W PROPERTY LINE ______________�_- s — —D (GH — --- - OIPI�)U----______- --- � ------------------------------------------------=====-----==== =====I=- - ---------------------------------------- SD SD � — WATERMAIN C --------- -________________________so -------------------------------------------------------- — — — — — (SEE SHT C13 FOR PROFILE) - — --------------------------- — 52790-24" SS « ° r c- W W W W W W W ---_-- EX. WATER METER TO REMAIN. INSTALL: W W \ PROTECT FROM DAMAGE - S - - - 1-12"x8' T W (ALL FL) _Ql EX. CB'S TO REMAIN. 1-8" GATE VALVE Lx S- S -S �S Ss - PROTECT FROM DAMAGE , 1-12" ADAPTOR (FLxMJ) / - - C� WATERMAIN B III I.0 Do e NeRET& G_ (SEE SHT C13 FOR PROFILE) OVERHEAD POWER _ 113 LF 12" D.I W / - - EX. MAILBOX TO BE _ �yJ G G , AN!!! 1 A� G 29 LF 12" D.I W 15 _ REMOVED AND REPLACED - EX: POLE T6 N D 4T T AS NECESSARY BE RELOCATED 5 ' N PROTECT FROM DAMAGE. - - - - - _ _ _ _ G -------------------------- — - EXISTING VALVE SHOWN =_-__ - k__ ____ W _ W 136 LF 12" D.I W 3 55 LF 12 D.I W IS FOR EXISTING BLOWOFF \ W W OH T(EX. FIRE HYDRANT a —113 LF 12" D.I W -r - -- + (UG) Y 7 8` 4. -- EX. �TREET LIGHT TO BE.;' `- REMOVED AND REPLA[rED AS NECESSARY I5 LF 6" SS@ 2% \ _J I IE AT UTILITY CROSSING FD� / C �J INSTALL: STA. 202+19 (WATERMAIN C)= EX 12 W I EX. RpW •'< 100+00 I WATER EASEMENT.....::.; I BLDG 2 TP 6" SS -388.83 / 1-12" CAP (MJ) =388.69\ IE 12" DI 391.50 PROPOSED W E / CONCRETEEWT RUST ASSEMBLY } BLOCKING 9 �� EA EMENT \ / PER STD DETAIL 340.1 ____ Dp MESTIC 2 1 SPRINKLER ROOM W 5 SERVICE MM CROSSING 1 INSTALL: STA. 3+03 WATERMAIN A SSCO I IE 18 SD=393.00± STA. 200+00 (WATERMAIN C) STA: 105+35.67, 51.98' RT I TP 12" DI W=392.50± NOTE: STA. 101+19 (WATERMAIN B) `' RIM = 3$8-79- 397.00 S PRIVATE FIRELIN I INSTALL ETHAFOAM PER OCONNECT TO EXISTING 12" W INSTALL: STA. 100+06 WATERMAIN B I ANY FIELD CONFLICTS WITH EXISTING X 1-12"x12" TEE (ALL FL) ® IE - 388.45 " N) I SIZE TO BE w DETAIL ON SHT C17 - (6 I I I 1-12" GATE VALVE (MJxMJ) UNDERGROUND UTILITIES AND/OR IF THERE IS I 1-12" ADAPTOR (FLxMJ) O I VERIFIED BY FIR I NOT 5 FEET MINIMUM SEPARATION FROM I 2-12" GATE VALVE (FLxMJ) �I SPRINKLER WATER CONNECTION DETAIL UNDERGROUND UTILITIES, THEN THE I CONCRETE THRUST BLOCKING I DESIGNER PROPOSED WATER MAIN ON THE NE 4TH I 14 = / N STREET FRONTAGE OF ADJACENT PARCEL TEE (MJxFL) I I I INSTALL: STA. 201+64 (WATERMAIN C)= INSTALL: STA. 1+49 WATERMAIN A SCALE: 1 "=10' " 1523059112 WILL BE REQUIRED TO BE 1 -12"x6 II I I I 1-12"x6" TEE (MJxFL) 1 6" GATE VALVE FL MJ �G,HA�� m� �z n U 2 2�G � Q- ��/NG ENG�N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Ow 173 < 0 0- LUC7qRT W ~ c) cj) Q zaW� o Q z W z�� W 0 0 Q O� GUY y�9 i C3 r3j WASy/ � o � N Z 38950 p �4 SNA ET NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE RELOCATED. EASEMENT FROM THE OWNER OF ( x ) I 1-6" GATE VALVE 6/11/2018 CONDITIONS PRIOR TO CONSTRUCTION. COORDINATE WITH 24 LF D.I. EXTENSION PARCEL 1523059112 MAY BE REQUIRED FOR q Q 7 -LF D.I. EXTENSION I ENGINEER AND CITY INSPECTOR FOR REQUIRED FITTINGS FOR THE WATER MAIN RELOCATION. 1 -FIRE HYDRANT ASSEMBLY I I I I I 1 -FIRE HYDRANT ASSEMBLY I CONNECTION TO EXISTING MAIN. MAINTAIN EX. BLOWOFF. I CONCRETE THRUST BLOCKING DS I CONCRETE THRUST BLOCKING �_ I UD UD ,� ,� ,� ^ Do I II I 'y o o NCN o 0 0 CN 0 CN 0 CN DO 00 U I I I DO DO Lo t\o t\o t\o z I I I �✓96 I I Q m 2 2 W 2 2 = _ _ > I I 5 WATER I' f �j/ i O' W Y W Y e w Y w Y w Y w Y w Y �m W WW W W W W A SE I ° I INSTALL: STA. 0+07 (WATERMAIN A)= 1-12" 45' BEND (MJxMJ) CONCRETE THRUST BLOCKING ,)INSTALL: STA. 0+00 (WATERMAIN A)= 1-10%10" TEE (ALL FL) 2-10" GATE VALVES (FLxMJ) 1-12" GATE VALVE (FLxFL) 1-12"x10" REDUCER (FLxMJ) CONCRETE THRUST BLOCKING SEE STD PLAN 300.4 Ol CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO COORDINATE WITH PLUMBING PLANS FOR BUILDING CONNECTION. O3 1" DOMESTIC METER (STD PLAN 320.1) W/RPBA PER CITY OF RENTON STD. PLAN NO. 350.20. ® 1" IRRIGATION METER AND DCVA. O CONTRACTOR TO POTHOLE EXISTING STORM PIPE AT CROSSING PRIOR TO ANY SANITARY SEWER WORK. NOTIFY BCE OF TOP AND BOTTOM ELEVATION OF EXPOSED STORM PIPE. © NOT USED O7 CONTRACTOR TO MAINTAIN ACCESS AND UTILITY SERVICES TO EXISTING PROPERTY. COORDINATE DISRUPTIONS WITH PROPERTY OWNER. ® REMOVE AND REPLACE EX. CURB, GUTTER, ASPHALT AND LANDSCAPING IN KIND AS REQUIRED FOR WATER MAIN CONSTRUCTION. O9 8" DCVA WITH PIV (SIZE TO BE VERIFIED BY SPRINKLER DESIGNER) TO BE INSTALLED INSIDE BUILDING. COORDINATE WITH BUILDING PLANS. _ I IS I o WATERMAIN A (SEE SHT C13 FOR PROFILE) \ V) I J I \ N UTILITY CROSSING I I IE 12" SD=394.09 I T/P 12" W=393.59 I Z INSTALL: STA. 0+31 (WATERMAIN A) -- INSTALL ETHAFOAM PER N I 1-12" 45' BEND (MJxMJ) DETAIL ON SHT C1I7 I I \ N CONCRETE THRUST BLOCKING \ UTILITY CROSSING V I o IE 12" SD=393.80± N / 7 LF 12" D.I. W � � TP 12" W=393.45± + TALL ETHAFOAM PER �I A l � ETAIL­ON- SHT C17 —meq EX 10" W / ------ ----- SD \ SD SD EX. 10" W EX 10" W W — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ WATER CONNECTION DETAIL — — �� — _ S� LITY CROSSING /TP 12" SD=392.6± SCALE: 1 "=10' I I 24 LF 12" D.I W / NSTALL ETHAFOAM PE �i�ijj%%�/ EX. 10" W � I I Il.;.y.i.i.y.- I � NO. REVISION SURVEYED- DESIGNED- KEH DRAWN. RDC/KEH CHECKED- KEH BY DATE APPR I AVFOVED- SCALE. 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Ln w J I c I NOTE: U ' w ° / 2' X 2' X 4" ETHAFOAM PAD SHALL BE W o Q , Uj PROVIDED AT VERTICAL CROSSINGS OF N z UTILITIES WHERE THERE IS LESS THAN 12 Uj 0 In INCHES OF VERTICAL SEPARATION. SEE o a I DETAIL ON SHEET C17 z o U -)w I ° / U U Lu M Z M I O o LLI0 C) O O O U I ° � ,,_, w \ I I z o a � z w I.LLJ — Z Q \ I I I :2w O Q U 0 o m E� V) o o d U \ (n M c2) Li 0- d J N W > > > > w N VERTICAL: NAVA 1988 '.C 1 T Y O F HORIZONTAL. NAD 1983/1991 �► RENTON DATUM Plonning/Building/Public Works Dept. Rv- By: — By: — Rv- z Project #: 12740 Address: 4815 NE 4TH AVE RENTON, WA WATER AND SANITARY SEWER PLAN Drawing No.: C I 9^f 25 DATE: AS BUILT S TORAGE ONE ON 4TH EXPANSION Permit N O . U15008468 FIELDS I 4815 NE 4TH AVE W-389602 PAGE: DRAWING NO. SHEET: OF: S-389602