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HomeMy WebLinkAboutS-33470137 36 36 35 35 4TH ST NE AVE NE LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 PROPERTY LINE 30 _ 1 PROPOSED CONC. BLKG. ROW ROW �J�� _ ------ -- (25' RT. OF ROAD C /L) CENTER LINE G ?ADE 3 4" INTERIOR FIRE SPRINKLER DDCVA II �EX. _ - - - - - -- I A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. EX. 12" WATER JI III II – – – EX. 10" WATER -- ° - – - -- – – — – wT - 4 j EX. GAS 1 SERVICES - NEW WATER a FH - - - -- a ro ao w _ I CONNECTION ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i II II li II 75' WATER EASEMENT TO CITY - -- – – – – – – – – -- – - � - -- I !– – – – – – – – - –I f I I EX. 27 "D STA 0 +94.5 (3' RT) – _. EX. 271_D I I EX. 27 "0 CONDUITS – - - -- II – L- - - - - -- II II – – - - - - -- NEW SIDE SEWER _ .. 345 EX. SDMH 9 +50 10 +00 Ex. SSMH 10 STA 9 +57 10.621 STA 10 +17.13 RIM = 365.0+ EX. SDMH RIM= 361.56 IE= 349.29± (27 "N) STA 10 +05.82 10.621 IE= 349.51 (8 "N) RIM = 364.5± IE= 350.03± (27 "N,S) i PROFILE - QUEEN AVE. SCALE: 1 "= 20' HORIZ., 1" 1= 5' IVERT. N I I x ° I I I I K f I I I I I W 3 w,' I >II I I °Z II I II, I i W II TJU V V STA 11 +33.0,10.5LT ± TY. 2 -48 ", SL SADDLE CONN. RIM= 360.7± IE= 352.00 (12 "E) IE= 350.75± (EX. 27 ") (FIELD VERIFY INVERT PRIOR TO ANY CONSTR.) EX. RESIDENTIAL PO 37 565 36 560 36 555 35 350 35 345 CB #2 12+00 STA 11 +78.7, 16.94'RT TYA, GR RIM= 360.30 IE= 356.00 (8-SE) OUTLET TO ONSITE, PRIVATE STORM SYS. SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA O WATER NOTES QUEEN AVE NE LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 (BY CITY, PAID BY DEVELOPER) I PROPOSED CONC. BLKG. 2 POST INDICATOR VALVE R.O.W. CENTERLINE (25' RT. OF ROAD C /L) GRADE 3 4" INTERIOR FIRE SPRINKLER DDCVA SPOT ELEVATION PER CITY DTL. 8117 I A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. . B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED SEWER MAIN T wT CONST. 4 - SERVICES 4" DIP, CL 52 TO FIRE DDCVA 5 350 111 • FH I I a ro ao w _ I STORM CB ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i LE DEVELOPMENT 10 75' WATER EASEMENT TO CITY 8 "D El NOTES • II11 OWER, TELE STA 0 +94.5 (3' RT) CONDUITS TEE & _. VALVE TO EX. 10 "W .T70 1 STA 10 +73 (QUEEN AVE.) LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 (BY CITY, PAID BY DEVELOPER) ' 26' - 6" DIP, CL. 52 (EAST) CONC. BLKG. 2 POST INDICATOR VALVE R.O.W. CENTERLINE (25' RT. OF ROAD C /L) 360 3 4" INTERIOR FIRE SPRINKLER DDCVA SPOT ELEVATION PER CITY DTL. 8117 7 A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. . B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED SEWER MAIN BY THE FIRE SPRINKLER ENGINEER PRIOR TO ANY 355 CONST. 4 FIRE DEPARTMENT CONN. I I 4" DIP, CL 52 TO FIRE DDCVA 5 350 111 • STA 0 +00 (= STA 11 +24 QUEEN AVE) 10" x 8" TEE (FLxFL) PER CITY DTL. 8113 0 +00 0 +50 1 +00 1 +50 2 +00 LUf 10" GATE VALVE (FLxMJ, NORTH) 8" GATE VALVE (FLxMJ, EAST) - 101 FLOU PROFILE - WATER MAIN UTILITIES BEFORE COMMENCING WORM. CONTRACTOR AGREES CONCRETE (BY CITY, PAID BY DEVELOPER) AmrreRi ' AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONC. BLKG, SCALE: 1 "= 20' HORIZ., 1" = 5' VERT. BEFORE YOU DIG R.O.W. CENTERLINE 1- 800.424 -5555 - 6 760' - 8" DIP, CL. 52 SPOT ELEVATION 7 STA 1 +60.4 . SEWER MAIN 8" - 90 -DEG. BEND (MJ) CONC. BLKG. STORM DRAIN 8 29' - 8" DIP, CL. 52 I I 9 STA 1 +89.5 n I I a ro ao w 8 "x6P� TEE „MJNOLRTH)4W6AL. L4hSS (HSttk) 5' GATE VALVE (FLxMJ, WEST) 4jj Gil SID DFKAIL 5' — 6" DIP, CL. 52 (r,oq, Vol°tPiCC1NG) STORM CB ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i LE DEVELOPMENT 10 75' WATER EASEMENT TO CITY for El NOTES ALEX LEnxa II11 STA 0 +94.5 (3' RT) N I _ SERVICE FOR CITY DTL B1072 Z) 1 STA 10 +85 REFER TO SHEETS CI.6 -C1.8 (� fnl g FOR CITY DETAILS AND NOTES I 0O I I o to J MECHANICAL ENGR. TO CONFIRM METER SIZE CONNECT TO EXISTING 8" SEWER MAIN 1 >c ( J6 PER CITY DTL. 8078 12 20' 2" POLY, SIDR7 TO BLDG. I w i TErl ,n 3 = 350.0± 8 - I..I ��' I 1 (FIELD VERIFY PRIOR T ANY CONSTRUCTION) 13 STA 0 +96.5 (3' RT) 2 21E� 6" PVC, SOR 35 0 2.0% MIN. 1.0 IRRIGATION METER SERVICE PER CITY TL 8106 _. D 1.0" IRRIGATION DCVA PER CITY DTL 8101 10 I OI I 3 SSCO PER CITY DTL 0076 ®: t3 i I I RI 356.507 ° .. 311 I 1 °' II '! oOo 6 11 I 10 .�, t ' GREASE INTERCEPTORS FOR INDIVIDUAL TENANTS m SHALL BE PROVIDED INSIDE BY TENANT. J NOTE 1111 ann nve�w� �„ ��� „�_ r 1U /11 /U6 —R.I..- phone 205.923.0590 tax 206.923.3507 email orr.e®terrnrormaaesigngroup.com WIRM 0e/11/0e 05034 NO. REVISION BY DATE APPR PR0�0 WATER A © SEWER PLAN a: W - 334701 Q 's34� r OL � F 01, r X # £ . I R L THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORM. CONTRACTOR AGREES CONCRETE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE CONCRETE WALL AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS PROPERTY LINE BEFORE YOU DIG R.O.W. CENTERLINE 1- 800.424 -5555 EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE GRAPHIC SCALE SEWER MANHOLEzo a ro ao w STORM CB ( IN FEET ) STORM MANHOLE 1 Inch = 20 ft. LE DEVELOPMENT o•re 1 /2o /os for ALEX LEnxa »p C1.4 1111 ann nve�w� �„ ��� „�_ r 1U /11 /U6 —R.I..- phone 205.923.0590 tax 206.923.3507 email orr.e®terrnrormaaesigngroup.com WIRM 0e/11/0e 05034 NO. REVISION BY DATE APPR PR0�0 WATER A © SEWER PLAN a: W - 334701 Q 's34� r OL � F 01, r X # £ . I R L