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Home My WebLink AboutS-394602co �0_ CD 0--) CD 00 CD 0 C-D U-) 0 CD 00 CD C) Lj_j D C) STA 62+41.08, 19.58' LT EX 8" WATER CONNECT TO EXISTING DWY ANDONED E [TO BE ABANDONED ABD 4" WATER MAIN WITH AFTER COMPLETION T N TRANSITION COUPLING 5 TE R WATER] OF NEW 12" WATER] EXPOSED EXPOSED 4" CONDUIT (x2) 5 EX 8" G.V.—� NEW 1" WATER L_j AC IL—X— 7� x x LLJ LLJ 4 1 G (TYP) G :_I C 9— E C C + S2NDSTJ S LjL vy vy I r-== TF — — — — --- — — w w — ► w cf) EX 4" CAP 95D 66" WATER MAIN SPU) cn LLj w - — A A SD L\ A A A SK A A A xw x n T I F p TV p DWY T GP GP p < 14 '176 A FLASHING BEACON - 17 \EX 4" WATER (I k 27± LF 4" D.I. [TO BE ABANDONED EX 4" WATER (ABANDONED) CONNECT TO EX 4" AFTER COMPLETION FIRE SPRINKLER STUB OF NEW 12" WATER] 12" X 4" TEE (MJ X FL) 4" G.V. (FL X MJ) NOTE: CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING NEAR SEATTLE WATER MAIN. CONTACT SPU 48 HOURS BEFORE BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU PROVIDED INSPECTION. C/) Lu a 51± LF 8" D.1 (RESTRAINED) A-1 _j _j STA 56+34.26, 21.44' LT HYDRANT ASSEMBLY %ASHING BEACON SSMH 5655 RIM 45.85 IE 38.2 NE,E,S—W @ CL 71 RAMP 7 STA 56+40.62, 2.03' RT 10 1 12" END CAP (MJ) sl L 1 — THRUST BLOCK TV co So `—SEE CONNECTION NO. 3 DETAIL, SHEET 19 SP AL 0 FO T 40± LF 8" D.I. ni IrT (RESTRAINED) STA 56+23.40, 30.90' RT cn 1 — 8" 45- BEND (MJ X MJ) 1 — THRUST BLOCK STA 56+17.32, 37.18' RT 1 — 8- 45- BEND (MJ X MJ) 1 — THRUST BLOCK STA 56+17.35, 39.37' RT CONNECT TO EXISTING 6" WATER MAIN PLAN 0 10 20 40 60 SCALE IN FEET � GENERAL NOTES SEE SHEET 17 FOR GENERAL NOTES 1-12. 13. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG 1100 SERIES, OR ROMAGRIP OR APPROVED EQUAL IN ADDITION TO CONCRETE BLOCKING PER RENTON STANDARD PLANS. 14. JOINT RESTRAINT SYSTEM FOR RESTRAINED JOINT PIPES WHERE SHOWN ON PLANS SHALL BE TYTON JOINT PIPES WITH MEGALUG HARNESS SERIES 1700 OR ROMAC SERIES 600 OR APPROVED EQUAL. 7.0 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 7.0 ......... ................................................. ................................................. ................................................. EXISTING GROUND AT ................................................. CENTERLINE .................................................. ................................................. 48"..MIIN' COVER '(TYP').... ........ ................................................. . ' ....... ................................................. ................................................. ................................................. ............ 60 1 .................................... ................................................. ................................................. ................................................. ................................................. 60 .................... ....................... ............................................................................................................................................................................... STA. 54+36 ............................................................................ ...... ................ ............................................................................... ........................... STA. 55+ 7 . ............................................... ................................................................................................... STA. 56+24 .................... ........ SERVICE ''CON'NECTION ................ .......... .................. ..... .............. ............ ............. ................................................. CONNECTION TO 8 W ................................................. CONNECTION TO 8" W .......... ................. —STA.'''54+67- ......... ................................... ............. ... 50 ...... ............ ..... SERVICE - CONNEC TION ........... .................. ................ ...... 50 .................... ............... ................................................................................... .................................. ............. 'STA 54+74 ....... ............................................ . . . . . . . . . . . . . . . ....................................... ................................................ .................................................. .............................................. ........................... STA......5 6.*+.41 ......................................................................................... .................... ......... ...........................SERVICE -CON NECTI-ON ........... .... ............. — — — — — --- — — — — FH CONNECTION .......... .................................. — — — — — -- ............................................ ..................................... ...... T ..... ....................................... ............... ................................. ...... ................................................................. —7 40 0 40 .................... ............. ........... ..................................................................... .... ................ ................. ... ...................................................... ................................................ ................. L ................................ ............................................... .1 ............................ ................................................................................................... 12" ..... D' .................... ... ............... ....................................... ................................................. ................................................. STA: 56+41 ..... ...... ................................ ...................................................................................... STA. 54+13 ........ ......................................... ........................................... ................................................. ..... ................................... .............. ............. .............. ................................................. EN D: CAP OR BLIND FLANGE ....................................... 30 1 .................... .............................................................................................. SERVICE CONNECTIO ... ................ ................................................. ................................. ........................................ .............................................. ........... ................................................ ................. ....................... ................................................................................ .................. ................................................................................................... 30 .................... --STA-.--54+07 ........... .......... ................................................. ........................................... ..... ............. ........ ............... ................................................. ........SERVICE. C.ONNECTION ............... ........................................ ................................................. 54' RESTRAINED: JOINTS .................. 66'..,RE8-TRAINED JO.NTS .......... ................................................. ............................................... 20 ......... ....................................... ........................................... ................................. ............ ................................................. ................................................. 20 .................... .......................................................................................... ................ ... . . .......................................... ................................. ................................................................................... .............................................................. ........... ...................................................................... ............................. ........................................................................ ........................... .................... ............................................. ... ...................... ............................... ............... .................................. ............................. ............... ............ ............................... .......... ................................................. cn .............................. ................................................. ................................................. ................................................. 10 .......... ...... .................................. >< ><I .... ........................................... ... ............................................. ................................................. ................................................. :10 ............. ........... ........................................... .................................................................................................... : ................................................................................................... ................................................................................................... ........................................................................................................................ 54+00 55+00 56+00 57+00 PROFILE CONSTRUCTION NOTES OFURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE WITH POLYWRAP. O FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN PER COR STD. PLANS. OINSTALL NEW 1" SERVICE CONNECTION PER COR STANDARD PLAN NO. 320.1 OFURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER COR STD PLAN NO. 310.1 AND 310.3. OREMOVE EXISTING SIDE SEWER CONNECTION AND REPLACE WITH NEW 6" X 12" PVC TEE WITH FERNCO STRONG BACK COUPLINGS OR APPROVED EQUAL. I DRE—ESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISIONS o 8-13.3. &ABANDON EXISTING WATER LINE. 12 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. 14 REMOVE AND REPLACE CURB, GUTTER & SIDEWALK FOR UTILITY INSTALLATION. 16 REMOVE AND REPLACE SIDEWALK. INSTALL NEW 2—INCH WATER SERVICE PER COR STANDARD PLAN NO. 320.3 AND RECONNECT TO EXISTING SERVICE LINE. CONTRACTOR TO LOCATE EXISTING SERVICE TO DETERMINE CONNECTION POINT. ........ 6.0 .... ................... ................................................................................................... ................... 6.0 ......... ........ 6.0 ..... ................... ................................................................................................... 6.0 ......... EXISTIN-G-GROUTN-D-AT ......... .................................................. 450:: BEND — EXISTING GROUND! AT ......... ........................... P.IPE..CENTERLINE ..... I ......... ........... ..... ... PIPE' 'CENTERLINE 48.. VIN... COV�R..(TYP) ................... .... ... ......... ........... ..................................... 50 50 50 50 1 .................... ................... .................................. ........... ................................................... ................... .................... .................... ................... ...................... ........ .................................................................. .................... P .'A 'I P 8 E ....... ....... . ................... INSTALL 8" w .................... ...... ................... . ........................... -OVER (TYP) 45: - BEND! 48'---M-IN-.A BELOW EX ...... ... ... ......... ......... ........ . . ...................... ......... DUCT... 12" X 8"i'T''Et .... .............. TEE 811 4" .. ............... .......... 8"--D.1 . ... ................... ....... ........... . . . . . . . . . . . . . . 40 40 40 : 40 .................... ................... ............ ................ ...................................... .......... _�: .................... ......... ................. .................... . ............................. I ...................... D.1. .................................. : ............. TEE ROTATED CONNECT TO 8 45* BEND ........... BEND ................. ......... ................................... ........ ........ 45* UP 45* TO EXISTING 6" W ....... ......... 4.0... R E 5 D.. J. INJS .. ........ 51 RESTRAINED ''JOINTS ...... CONNECT TO REMOVE EX 67 Gv ... .......... .............. ......... 4W WEST ......... ............... ............ ........ ........ " 30 1 30 30 1 30 .................... ................... ............ ............................................................... .................... ................... .............................................................. ....... ................. .................... OfLd........................................... .......... 12":X 8TEE ................. ................ c:J...................... L'i ........... ........................ ............. ............. ........... ........................ ......... ......... ............. ... ...... . .............. 20 20 : 20 cf) . ... ............ . m .......... 2 : 20 PROFILE PROFILE 8" W AT MILL AVE S (WEST) 8" W AT MILL AVE S (EAST) WATER LEGEND THRUST BLOCK EXISTING WATER MAIN LONG SLEEVE COUPLER W — PROPOSED WATER MAIN qj CROSS Wx*x-- REMOVE/ABANDON WATER LINE 11 )/4* BEND RESTRAINED JOINT WATER MAIN IZI TEE FIRE HYDRANT ► REDUCER N GATE VALVE F7 CAP HH VERTICAL CROSS z