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Home My WebLink AboutzS-3946SetGENERAL NOTES co N 0 N N Q 0 00 0 i 0 i 0 z w 0 i 0 0 0 co 0 z 0 z w w 0 M .Y 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. 7 ................0 .................... GENERAL NOTES (CONTINUED): 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. PLAN4& N 0 10 20 40 60 SCALE IN FEET PROFILE WATER LEGEND THRUST BLOCK LONG SLEEVE COUPLER CROSS �--� 11 Y° BEND TEE ► REDUCER CAP VERTICAL CROSS 2 EX 6" WATER [TO BE ABANDONED AFTER COMPLETION 3 OF NEW 12" W] KW EXISTING WATER MAIN W PROPOSED WATER MAIN REMOVE/ABANDON WATER LINE RESTRAINED JOINT WATER MAIN REFER TO CITY OF RENTON STANDARD PLAN NO. 300 FOR WATER INSTALLATION PLAN GENERAL NOTES. EXISTING WATER MAINS, HYDRANTS, AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT -IN CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS. 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER. 5• ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY IMPROVEMENTS. 6. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON AND ASBESTOS -CEMENT PIPES, AND PROVIDE THE PROPER LONG -BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE COUPLINGS (MJ). 7. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS, CLEANED WITH POLY -PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND. 9. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS. 10. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. 11. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER RENTON PLAN 330.2. FIRE HYDRANT 12. PROVIDE 5' MIN. HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. H GATE VALVE WATER SHALL CROSS OVER EXISTING SEWER WITH 18" MIN. VERTICAL SEPARATION. 70 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. O3 ADJUST EXISTING WATER VALVE TO FINAL GRADE. 0 PROTECT EXISTING WATERMAIN ELECTROLYSIS TEST STATION. OINSTALL NEW 1" SERVICE CONNECTION PER COR STANDARD PLAN NO. 320.1 O6 REMOVE EXISTING FIRE HYDRANT OFURNISH AND INSTALL FIRE HYDRANT AND ASSEMBLY PER COR STD PLAN N0. 310.1 AND 310.3. Og LOCATE (APPROX. STA 53+30, 6' LT) AND REMOVE BROKEN 12" CLAY SEWER PIPE AND REPLACE WITH 12" PVC SEWER PIPE. REPAIR COUPLINGS SHALL BE FERNCO STRONG -BACK OR APPROVED EQUAL. 10 RE-ESTABLISH DISTURBED MONUMENT PER SPECIAL PROVISIONS 8-13.3. &ABANDON EXISTING WATER LINE. 16 REMOVE AND REPLACE SIDEWALK. co �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