The URL can be used to link to this page

Home My WebLink AboutW-367401C) i_� N ►i U LU O rrz LU LU U Q J W rrZ Q rr W H Q W U rrQ rr LU W rrLU H Z O CITY OF RENTON MONTEREY TERRACE WATER MAIN REPLACEMENT PROJECT FEBRUARY, 2014 VICI ITY MAP NSCALE:1 "=1000'± SHEET INDEX DRAWING NO. SHEET NO. TITLE G-0 PLASTIC PIPE 1 COVER SHEET ® AREA DRAIN G-1 H/C PARKING SPACE 2 KEY MAP CON CONIFEROUS TREE C-1 ASPHALT (ASPH) 3 MONTEREY DRIVE NE STA. 1 +00 TO STA. 6+00 C-2 DRIVEWAY 4 MONTEREY DRIVE NE STA. 6+00 TO STA. 12+00 C-3 BUILDING LINE BUILDING CORNER 5 MONTEREY DRIVE NE STA. 12+00 TO BOLLARD EHH ELECTRICAL HANDHOLE (P) MONTEREY PLACE NE STA. 3+00 ELECTRICAL METER C-4 RECORDED UTILITY LOCATION 6 MONTEREY PLACE NE STA. 3+00 TO STA. 6+25 C-5 ELECTRICAL MANHOLE 7 MONTEREY PLACE NE STA. 6+25 TO STA. 9+75 C-6 CONCRETE SURFACE (CONC) 8 MONTEREY PLACE NE STA. 9+75 TO STA. 13+50 C-7 FIRE HYDRANT 9 CAPRI AVENUE NE STA. 2+25 TO STA. 7+00 D-1 FINISHED FLOOR ELEVATION 10 CONNECTION DETAILS G GAS MAINGM D-2 CONCRETE/EXTRUDED CURB 11 PIGGING PLAN CP/IP CONC./IRON PIPE D-3 GAS VALVE 12 TRENCH RESTORATION PLAN & TESC PLAN S-1 GAS VAULT 13 TOPOGRAPHIC SURVEY } GUY ANCHOR S-2 COLUMN 14 TOPOGRAPHIC SURVEY S-3 15 TOPOGRAPHIC SURVEY S-4 16 TOPOGRAPHIC SURVEY S-5 17 TOPOGRAPHIC SURVEY S-6 18 TOPOGRAPHIC SURVEY S-7 19 TOPOGRAPHIC SURVEY Know what's below. �,_ Call before you dig. RE SHOWN ONE-CALLEXISTING REF REN ETILITIES ON Y ACONTRACTOR OR SHALL FLOCATE -800-424-5555 UTILTIESI ELD A MINIMUM OFL72XISTING HOURS PRIOR TO CONSTRUCTION. t'Y ORIGINAL PLANS STAMPED BY: ANDREW WEYGANDT ON:2/11/14 PE #44883 LEGEND ADS PLASTIC PIPE CS CONC. STAIRS ® AREA DRAIN & H/C PARKING SPACE ABAN/RET ABANDONED/RETIRED CON CONIFEROUS TREE — ASPHALT (ASPH) DEC DECIDUOUS TREE LSCAPE BRICK SURFACE DWY DRIVEWAY ( O� MANHOLE ECd ELECTRICAL CONDUIT (BURIED) BC BUILDING LINE BUILDING CORNER q' � CENTERLINE/MONUMENT LINE O BOLLARD EHH ELECTRICAL HANDHOLE (P) PAINTED UTILITY LOCATION EM ELECTRICAL METER XWICANOPY RECORDED UTILITY LOCATION ==> TRAFFIC FLOW DIRECTION PPS PARKING PAY STATION EMH ELECTRICAL MANHOLE G) (v) CATCH BASIN (CB) EV/ET ELECTRICAL VAULT/TRANSFORMER PDQ CONCRETE SURFACE (CONC) 9 FOUND MONUMENT IN CASE CW/BW CONCRETE/BRICK WALK )D FIRE HYDRANT CRW CONCRETE RETAINING WALL FFE FINISHED FLOOR ELEVATION [+JPRIVATE CATCH BASIN G GAS MAINGM CC/XC CONCRETE/EXTRUDED CURB N GAS METER CP/IP CONC./IRON PIPE ISI GAS VALVE CHAIN LINK FENCE (CLF) GV GAS VAULT CTV CABLE TV } GUY ANCHOR COL COLUMN IE INVERT ELEVATION 'Y' FIRE DEPT. CONNECTION (FDC) SD SERVICE DRAIN (STORM) �� LIGHT POLE (METAL) SD/SSCO STORM/SEWER CLEANOUT 0--0 LIGHT POLE (WOOD) SS(R) SANITARY SIDE SEWER (RECORD) LIGHT POLE (ORNAMENTAL) ±/-M SIGN/STREET NAME SIGN LSCAPE LANDSCAPE PLANTER TBM TEMPORARY BENCHMARK ( O� MANHOLE TCd TELEPHONE CONDUIT (BURIED) OHP/T OVERHEAD POWER/TELEPHONE TV TELEPHONE VAULT PL PROPERTY LINE TMH TELEPHONE MANHOLE (P) PAINTED UTILITY LOCATION TS TELEPHONE SENTRY (R) RECORDED UTILITY LOCATION ==> TRAFFIC FLOW DIRECTION PPS PARKING PAY STATION TOE TOE OF SLOPE POST—INDICATOR VALVE TOP TOP OF BANK PDQ UPO UTILITY POLE (WOOD) PS/PSS COMBINED/SANITARY SEWER WV WATER VAULT PSD PIPE STORM DRAIN W NATER MAIN [+JPRIVATE CATCH BASIN WM WATER METER GRAVEL SURFACE N WATER VALVE ® (3) WATER GATE VALVE/ CHAMBER ROCKERY RE ROOF ELEVATION SCL/CL SEATTLE CITY LIGHT HANDHOLE HORIZONTAL DATUM — NAD 1983/91 POSITIONS FOR COORDINATES ARE BASED ON WGS DATA POINT NUMBER RENT721, MONUMENT IN CASE WITH TACK IN LEAD IN 4-3/8" CONCRETE FILLED IRON PIPE DOWN 0.4' AT THE INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE. NORTH 182,946.08588 EAST 1,308,746.67661 AND WGS DATA POINT RENT1936, MONUMENT IN CASE WITH TACK IN LEAD IN CONCRETE DOWN 0.6' AT THE INTERSECTION OF NE 4TH STREET AND JEFFERSON AVENUE NE. NORTH 181,136.92325 EAST 1,307,890.861531 VERTICAL DATUM — NAVD 88 ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL POINT NUMBER RENT721, MONUMENT IN CASE WITH TACK IN LEAD IN 4-3/8" CONCRETE FILLED IRON PIPE DOWN 0.4' AT THE INTERSECTION OF NE 7TH STREET AND MONROE AVENUE NE. ELEVATION = 381.599 FEET ELEVATIONS VERIFIED BY CITY OF RENTON CONTROL POINT RENT1936, MONUMENT IN CASE WITH TACK IN LEAD IN CONCRETE DOWN 0.6' AT THE INTERSECTION OF NE 4TH STREET AND JEFFERSON AVENUE NE. ELEVATION = 326.381 FEET SITE BENCHMARKS TBM "A" CHISELED SQUARE IN CONC. WALK BACK OF CURB 12' N.E. OF M.I.C. ELEVATION=220.82 TBM "B" TOP CENTER BOLT FIRE HYDRANT E. SIDE MONTEREY DR. N.E. APPROX. 340' S. OF MONTEREY PL. N.E. ELEVATION=186.23 TBM "C" CHISELED SQUARE IN BACK OF CONC. WALK BACK E. SIDE MONTEREY DR. N.E. S.E. OF ADDRESS "169", 8.5' N.E. OF LIGHT POLE BASE ELEVATION=138.14 TBM "F" CHISELED SQUARE IN TOP BACK OF CURB W. SIDE CAPRI AVE. N.E. BETWEEN ADDRESS "147" AND "153" ELEVATION=196.54 TBM "G" CHISELED SQUARE IN BACK OF CONC. WALK W. SIDE CAPRI AVE. N.E. S.E. OF ADDRESS "117", 6.5' N.E. OF A LIGHT POLE BASE ELEVATION=229.73 TBM "H" CHISELED SQUARE IN CONC. WALK TOP BACK OF CURB E. SIDE MONTEREY PL N.E. BETWEEN ADDRESS "152" AND "120" ELEVATION=234.77 TBM "D" CHISELED SQUARE IN TOP BACK OF CURB TBM "i" W. COR. H/C RAMP, N.E.C. INT. 3rd ST. & CHISELED SQUARE IN BACK OF CONC. MONTEREY DR. N.E. WALK E. SIDE MONTEREY PL N.E. BETWEEN ELEVATION=105.89 ADDRESS "82" AND "76", 4' N.W. OF A LIGHT POLE BASE TBM "E" ELEVATION=254.69 CHISELED SQUARE IN TOP BACK OF CURB S. SIDE MONTEREY PL. N.E. BETWEEN ADDRESS "156" AND "153" ELEVATION=166.40 SUBSTRUCTURES: BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER/AGENCY. TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, IN THE COURSE OF THIS SURVEY, WHICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT RIGHTS—OF—WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONSIBILITY FOR THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES WHICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. UTILITY PROVIDERS: POWER AND NATURAL GAS PUGET SOUND ENERGY 355 110TH AVENUE NE BELLEVUE, WA 98004 (206) 425-2000 (888) 225-5773 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 CITY OF RENTON CONTACTS: ABDOUL GAFOUR CITY OF RENTON WATER UTILITY SUPERVISOR 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7210 ANDREW WEYGANDT CITY OF RENTON PROJECT MANAGER 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7208 RAYMOND SLED CITY OF RENTON WATER MAINTENANCE SHOP SUPERVISOR 3555 NE 2ND STREET RENTON, WA 98056 (425)430-7400 GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2008 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. SOME STANDARD DETAIL DRAWINGS MAY HAVE BEEN MODIFIED FOR THIS CONTRACT THE CONTRACTOR SHALL REFER TO DETAIL DRAWINGS INCLUDED IN THE CONTRACT DOCUMENTS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 800-424-5555 (OR 811) A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION. J. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE—CONSTRUCTION MEETING. ANY MODIFICATIONS TO THE APPROVED TRAFFIC CONTROL PLAN SHALL BE RESUBMITTED AND APPROVED PRIOR TO IMPLEMENTATION. 4. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE DEPARTMENT TWO WEEKS BEFORE MAKING A CUT—IN CONNECTION TO AN EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY CUT—IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1Z CHLORINE SOLUTION PRIOR TO INSTALLATION. 5. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 6. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SPECIFIED. 7. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED TRENCH EXCAVATION MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS. 9. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREA AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED. 10. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE A CATCH BASIN FILTER FOR ALL DOWNHILL STORM DRAIN INLETS AND CATCH BASINS. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL FILTERS AND REPLACE AS NECESSARY. 11. PAVEMENT MARKINGS (E. G. LANE LINE BUTTONS OR PAINT, STOP BARS, CROSSWALKS, ETC.) DAMMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. 12. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY USING COLD MIX ASPHALT (HMA). STEEL PLATES MAY BE USED OVERNIGHT TO COVER THE LAST SECTION OF TRENCH. STEEL PLATES MUST BE PINNED DOWN AND ASPHALT RAMPS/WEDGES MUST BE PLACED AROUND THE PLATES. STEEL PLATES SHALL NOT BE USED ON STEEP GRADES OR WHERE STEEL PLATES PRESENT A ROADWAY HAZARD. 13. THE CONTRACTOR SHALL KEEP PROJECT AREA OPEN TO TRAFFIC AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 14. CONSTRUCTION WORK SHALL BE FROM 8:00 AM TO 4:00 PM. CHECKED FOR COMPLIANCE WITH CITY STANDARDS By:---------------- Date: -------- By:---------------- Date: -------- By:---------------- Date: -------- By:---------------- Date: -------- By: By: By: By: AMERICAN SURVEYING & ENGINEERING, LLC (ASE) CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE BUNO CONSTRUCTON COMPANY ON SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES, HYDRANTS AND WATER SERVICE METERS WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND A C C U R A T EL Y R E F L E C T E D H E R E O N. RECOMMENDED FOR APPROVAL -------------- Date:---. -------------- Date:--- -------------- Date:---. -------------- Date: --- CITY OF RENTON Public Works Dept.