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HomeMy WebLinkAboutzW-358201 SetWELLS PW -8, PW -9, AND EW =3 PRIMARY DISINFECTION PROJECT LEGEND (STING VICINITY MAP UTILITY SYMBOLS LINETYPES w WATER VALVE ROADWAY OR RIGHT- OF-WAY CENTER LINE HYDRANT PROPERTY LINE Rl WATER METER RIGHT- OF-WAY LIMITS O Oa MANHOLES (SSASD) LOT LINE ❑ CB — ... — ... — DITCH LINE o POWER /UTILITY POLE — — FLOW LINE F GUY ANCHOR W WATER MAIN Q POWER TRANSFORMER Ss SANITARY SEWER MAIN P T POWER /TELEPHONE VAULT sv STORM DRAIN OPM POWER METER DR STORM DRAIN D TELEPHONE/TV RISER CHEM CHEMICAL PIPE WAIN SECONDARY CONTAINMENT CONDUIT 111 GAS VALVE ABA ^+ ABANDONED UTILITY ® GAS METER GAS MAIN ® MONITORING WELL P UNDERGROUND POWER LINE W OW WATER /CHEMICAL VAULT m.M UNDERGROUND TELEMETRY LINE A N BURIED VALVE W/ VALVE BOX r UNDERGROUND TELEPHONE LINE g$ VALVE IN VAULT UTV UNDERGROUND CABLE TV LINE PUGET SOUND ENERGY OHP OVERHEAD POWER LINE SURFACE SYMBOLS 888- 321 -7779 QWEST OHl OVERHEAD UTILITY LINE STREET LIGHT _x x CHAIN LINK FENCE LUMINAIRE CONTOUR MAJOR a SIGN CONTOUR MINOR = MAILBOX C Doo ROCKERY 800- 258 -5990 . - CONIFEROUS TREE DECIDUOUS TREE 425- 430 -7000 RENTON FIRE DEPT. & FIRST AID SURVEY SYMBOLS PAVEMENT 09 MONUMENT IN CASE 0 CONCRETE ® 5 /8• IRON REBAR WITH PLASTIC CAP 0 BUILDING 39 MAG NAIL/WASHER, UNLESS OTHERWISE STATED OPOSED UTILITY SYMBOLS LINETYPES V 4 3-4 3-4. ap' BENDS 8^ It W WATER MAIN }FC TEE 1 FIRE HYDRANT WS WATER SERVICE PIPE xK GATE VALVE CONSTRUCTION STATION LINE Iv BUTTERFLY VALVE o T BLOW -OFF VALVE — CONSTRUCTION LIMITS if AIR /VACUUM VALVE SURFACE SYMBOLS CONSTRUCTION STAGING AND MATERIAL STORAGE .'�;. TEMPORARY CONSTRUCTION ENTRANCE ASPHALT GRIND AND OVERLAY ® TRENCH PATCH WELLS PW -8, PW -9, AND EW =3 PRIMARY DISINFECTION PROJECT PROJECT NO, WTR -27 -3582 VOLUME 2 OF 2 FALL 2012 SHEET INDEX CONTACT PERSONNEL VICINITY MAP CONTACT NAME POSITION TELEPHONE CITY OF RENTON TOM MALPHRUS, P.E. PROJECT MANAGER 425- 430 -7313 CITY OF RENTON RAY SLED WATER MAINTENANCE MANAGER 425- 430 -7400 RH2 ENGINEERING KYLE PETTIBONE, P.E. CONSULTANT PROJECT MANAGER 425 - 951 -5360 RH2 ENGINEERING KYLE SMITH CONSULTANT PROJECT ENGINEER 425- 951 -5419 PARKS AND RECREATION KELLY BEYMER PARKS AND GOLF COURSE DIRECTOR 425- 430 -6617 PARKS AND RECREATION STEVE BROWN PARKS MAINTENANCE SUPERVISOR 425 -430 -6767 PARKS AND RECREATION TIMOTHY WILLIAMS RECREATION DIRECTOR 425 -430 -6615 PARKS AND RECREATION KRIS STIMPSON RECREATION MANAGER 425 -430 -6713 PUGET SOUND ENERGY ISTANDARD DETAILS TRENCH AND RESTORATION POWER AND NATURAL GAS 888- 321 -7779 QWEST DT2 TELEPHONE 800 -526 -3557 ONE -CALL LOCATE CALL 48HRS BEFORE YOU DIG 800- 424 -5555 DEPT. OF ECOLOGY REPORT ALL SPILLS 800- 258 -5990 RENTON FIRE DEPARTMENT NON - EMERGENCY 425- 430 -7000 RENTON FIRE DEPT. & FIRST AID 911 EMERGENCY 911 PROJECT NO, WTR -27 -3582 VOLUME 2 OF 2 FALL 2012 SHEET INDEX SHEET NUMBER SHEET TITLE VICINITY MAP 1 COVER SHEET AND GENERAL INFORMATION G01 2 CONSTRUCTION NOTES G02 3 PROJECT OVERVIEW MAP CO3 4 EXISTING SITE PLAN D10 Q 5 CEDAR RIVER PARK WATERMAIN PIPELINE PLAN AND PROFILE DII Q 6 CEDAR RIVER PARK CT PIPELINE PLAN AND PROFILE D12 7 CEDAR RIVER PARK CONNECTION DETAILS D13 8 CEDAR RIVER PARK PIPELINE AND APPURTENANCES DETAILS D14 9 CEDAR RIVER PARK CHLORINE ANALYZER ELECTRIC PLAN D16 Q 10 LIBERTY PARK PIPELINE PLAN AND PROFILE s Q 11 LIBERTY PARK CONNECTION DETAILS D21 12 ILIBERTY PARK CHLORINE ANALYZER ELECTRIC PLAN z 13 ISTANDARD DETAILS TRENCH AND RESTORATION DT1 14 ISTANDARD DETAILS - RESTORATION AND APPURTANENCES DT2 It It Ir 111. so— rvv PROJECT AREA " n:- ITAKEN FROM BING MAPS ON MAY 1ST, 2012 PROJECT NO, WTR -27 -3582 VOLUME 2 OF 2 FALL 2012 SHEET INDEX SHEET NUMBER SHEET TITLE DWG NO 1 COVER SHEET AND GENERAL INFORMATION G01 2 CONSTRUCTION NOTES G02 3 PROJECT OVERVIEW MAP CO3 4 EXISTING SITE PLAN D10 Q 5 CEDAR RIVER PARK WATERMAIN PIPELINE PLAN AND PROFILE DII Q 6 CEDAR RIVER PARK CT PIPELINE PLAN AND PROFILE D12 7 CEDAR RIVER PARK CONNECTION DETAILS D13 8 CEDAR RIVER PARK PIPELINE AND APPURTENANCES DETAILS D14 9 CEDAR RIVER PARK CHLORINE ANALYZER ELECTRIC PLAN D16 Q 10 LIBERTY PARK PIPELINE PLAN AND PROFILE D20 Q 11 LIBERTY PARK CONNECTION DETAILS D21 12 ILIBERTY PARK CHLORINE ANALYZER ELECTRIC PLAN D22 13 ISTANDARD DETAILS TRENCH AND RESTORATION DT1 14 ISTANDARD DETAILS - RESTORATION AND APPURTANENCES DT2 SUBSURFACE UTILITY LEGEND POTHOLE LOCATION QUALITY LEVEL A -- - -- - - QUALITY LEVEL B -- - - - QUALITY LEVEL C -- QUALITY LEVEL D THE CLASSIFICATIONS FOR SUBSURFACE UTILITIES ARE OUTLINED BELOW: UTILITY QUALITY LEVEL A. - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE OF (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT. UNLESS OTHERWISE NOTED, QUALITY LEVEL A IS ONLY APPLICABLE AT POTHOLED LOCATIONS ON THE PLANS. AT ALL OTHER AREAS, THE UTILITY SHOULD BE ASSUME) TO BE QUALITY LEVEL B OR LOWER. UTILITY QUALITY LEVEL B. - INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL C. - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE- GROUND UTILITY FEATURES. UTILITY QUALITY LEVEL D. - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. NOTE: THE USE OF THE LINETYPES PROVIDED ABOVE WAS A PRIMARY METHOD FOR INDICATING THE ACCURACY OF THE UTILITIES SHOWN WITHIN THESE PLANS. MEN THE SOURCE OF THE INFORMATION WAS UNKNOWN OR THE METHOD FOR LOCATING THE UTILITIES WAS UNAVAILABLE, QUALITY LEVEL D WAS USED AS THE DEFAULT. CALL 48 HOURS BEFORE YOU DIG ONE CALL 1- 800 - 424 -5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1- 800 - 258 -5990 REVISED TO CONFORM TO CONSTRUCTION RECORDS 9/23/13 RH2 ENGINEERING INC. DATE W- 358201 U REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. I REVISION SIGNED 11/13/12 SIGNED. 11/13/12 F� J W 3 4 W W Cc Z lx Uj 2 �0 Q Q ch 3 o Z 5a 0• w L G Cc ci Z W 0 y W U. cc cc W 3 0: O 4 U MWE SCIENTISTS RH2 ENGINEERING. INC. http://www.rh2.com mmlboF&rh2.com 1.800.720.8052 BELLINGHAM 360.676.01136 454 West Horton Road BOTHELL .26.951,5300 22722 29th Drive SE, Suite 210 EAST W NATCHEE 509.rsprs 0 300 Simon Street, Suite 5 RICHLAND 3053335181 114 Columbia Point Drive, Suite C SILVERDALE 360 876.7960 2021 NW Mh1re Rd, Suite 107 TACOMA 253.072.3059 621 Pacific Avenue Suite 104 0 1" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG aoc 20 DwD No. :Noel KRS G01 DA,E Sep 23, 2013 a nr: REN LLC KMP 9/18/13 1 �De rw 110 -093 BY I REVIEW I DATE I aIFNwGCT— D— COVDWG CD Vj -3 I general Notes THE CONTRACTOR SHALL COORDINATE AND ATTEND A PRE - CONSTRUCTION MEETING. A PRE - CONSTRUCTION MEETING SHALL BE COMPLETED WITH THE CONTRACTOR PERSONNEL AND OWNER PERSONNEL PRIOR TO BEGINNING ANY CONSTRUCTION. PROVIDE 5 CALENDAR DAY NOTICE TO THE OWNER, MINIMUM. THE CONTRACTOR SHALL GIVE THE OWNER A MINIMUM OF 72 HOURS NOTICE IN ADVANCE OF START OF WORK AND CONNECTION TO EXISTING SYSTEM AND PRIOR TO SHUTTING DOWN ANY EXISTING WATER SERVICE A PRE - CONSTRUCTION MEETING PRIOR TO ANY WORK IN THE CITY RIGHT OF WAY SHALL BE COMPLETED WITH CITY ROW INSPECTOR PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAWING IN A JOB START NOTICE TO CITY 24 HOURS PRIOR TO ANY WORK IN THE RIGHT OF WAY. THIS MEETING CAN BE ACCOMPLISHED SEPARATELY OR COMBINED WITH THE OWNER PRE - CONSTRUCTION MEETING. CONTRACTOR SHALL CALL 1 -80D- 424 -5555 FOR UTILITY LOCATES BEFORE CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE UTILITY COMPANY WHEN A CONFLICT IS DISCOVERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR MUST KEEP (1) COPY OF CITY STANDARDS AND (3) COPIES OF APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. TWO (2) COPIES OF APPROVED PLANS ON -SITE SHALL BE USED TO RECORD "AS BUILT' INFORMATION. ONE (1) SET SHALL BE SUBMITTED TO OWNER AT COMPLETION OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS IN ADDITION TO PERMITS PROVIDED BY OWNER. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE NTH CITY OF RENTON STANDARDS (CITY STANDARDS) AND THE STANDARD DETAILS AND SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, LATEST EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) AND AMERICAN PUBLIC WORKS ASSOCIATION (APWA) SPECIFICATIONS. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING AND MAINTAINING ALL ALIGNMENT STAKES, SLOPE STAKES, AND GRADES NECESSARY FOR THE CONSTRUCTION OF THE WATER MAINS, SANITARY SEWER MAINS, SIDE SEWERS, TRENCHING, UTILITIES, STORM DRAINAGE, ROADBED, SURFACING, PAVING, SIGNING, ILLUMINATION, SIGNALS, AND STRIPING IF SUCH CONSTRUCTION IS INCLUDED IN THIS PROJECT. EXCEPT FOR THE SURVEY CONTROL DATA FURNISHED BY THE OWNER, CALCULATIONS, SURVEYING, AND MEASURING REQUIRED FOR SETTING AND MAINTAINING THE NECESSARY LINES AND GRADES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. I. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS- CONSTRUCTED (AS BUILT) RECORDS, INCLUDING AS -BUILT SURVEYING. 2. THE CONTRACTOR SHALL CLEAN UP ALL AREAS AFFECTED BY CONSTRUCTION ACTIVITY TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. THE OWNER'S REPRESENTATIVE CAN SHUTDOWN THE PROJECT IF CLEAN UP IS NOT PERFORMED TO THEIR SATISFACTION. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL 3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR EXISTING CONDITION OR BETTER AND PER CITY STANDARDS AND THESE CONTRACT DOCUMENTS. 4. CONTRACTOR SHALL REPLACE ALL EXISTING MONUMENTS AND SURVEY MARKERS THAT ARE DISTURBED ON THIS PROJECT WITH MONUMENTS PER CITY STANDARDS. ALL EXISTING SURVEY MARKERS SHALL BE LOCATED AND RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON. ALL SURVEY NOTES REFERENCING THE EXISTING SURVEY MARKERS SHALL BE SUBMITTED TO THE OWNER PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL RESTORE MARKERS FOR FRONT PROPERTY CORNERS THAT ARE DISTURBED BY CONSTRUCTION. MARKERS SHALL BE RE- ESTABLSHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON. B. THE OWNER AND ITS REPRESENTATIVES SHALL, AT ALL TIMES HAVE ACCESS TO THE SITE FOR THE PURPOSE OF INSPECTING AND TESTING THE WORK IN PROGRESS. 7. ALL PIPE LENGTHS ARE APPROXIMATE. CONTRACTOR TO PROVIDE ADDITIONAL LENGTHS IF NECESSARY FOR A COMPLETE SYSTEM. bdsting Utilities ALL UTILITIES: LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE BASED ON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND THE SIZE OF ALL UTILITIES SHOWN TO AVOID DAMAGE AND /OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON MICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. OVERHEAD UTILITIES: NOT ALL OVERHEAD UTILITIES MAY BE SHOWN ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE TO INDEPENDENTLY VERIFY ALL OVERHEAD UTILITIES. THE CONTRACTOR SHALL ACCOUNT FOR ACCOMMODATING ALL OVERHEAD UTIUTIES IN HIS BID AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR FACILITATING OVERHEAD UTILITIES. L POWER, TELEPHONE, GAS AND CABLE: MERE THESE UTILITIES CROSS THE PROPOSED WATER MAIN, THE DEPTH OF EACH IS SHOO ON THE PROFILES AND IS BASED ON TYPICAL LAYING DEPTHS FOR EACH OF THESE UTIUTIES. ACTUAL DEPTHS ARE UNKNOWN AND MAY VARY SIGNIFICANTLY. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF UTILITY CROSSING DEPTH CONFLICTS ARISE. WATER: THE VERTICAL AND HORIZONTAL LOCATIONS OF THE EXISTING WATER MAIN SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON AS -BUILT RECORDS AND FIELD MEASUREMENTS OF EXPOSED PIPE AND FITTINGS. NO POTHOLING OR SUBSURFACE EXPLORATION WAS PERFORMED. DEVIATIONS FROM THESE PLANS MAY EXIST. IN LOCATIONS MERE THE EXISTING WATER MAIN IS EXPOSED IN ORDER TO CONSTRUCT THE PROPOSED WATER MAIN, THE AMOUNT OF OPEN TRENCH SHALL BE MINIMIZED TO AVOID EXPOSING MORE THAN ONE EXISTING WATER MAIN PIPE JOINT WERE THE EXISTING PIPE IS TO REMAIN. THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT PREVENTS DAMAGE TO THE EXISTING WATER MAIN DURING THE CONSTRUCTION OF THE PROPOSED WATER MAIN. PROVIDE STYROFOAM CUSHION BETWEEN PIPING AT PIPE CROSSINGS MERE PIPES CROSS WITH LESS THAN 12 INCHES OF VERTICAL SEPARATION. A SAND CUSHION MAY BE USED IN AREAS MERE ADEQUATE COMPACTION CAN BE ACHIEVED AND AS APPROVED BY THE OWNER. THE CONTRACTOR SHALL MAINTAIN WATER SERVICE TO ALL EXISTING CUSTOMERS AT ALL TIMES, EXCEPT MEN CONNECTION TO THE EXISTING SYSTEM IS MADE THE CONTRACTOR SHALL NOTIFY EACH AFFECTED CUSTOMER A MINIMUM OF 72 HOURS IN ADVANCE OF ANY SERVICE DISRUPTION. NO SHUTDOWNS SHALL BE ALLOWED ON MONDAYS, FRIDAYS OR THE DAYS BEFORE AND AFTER A HOLIDAY. Existing Utilities (Continued) 10. CONFLICTS WHICH MAY OCCUR DURING CONSTRUCTION OF THE PROPOSED WATER MAIN OR SERVICE LINES SHOULD BE RESOLVED IN THE FOLLOWING MANNER, UNLESS OTHERWISE APPROVED BY THE OWNER: A. IF THE PROPOSED WATER MAIN CONFLICTS WITH A MAJOR UTILITY SUCH AS A 2' OR GREATER DIAMETER GAS MAIN OR STORM WATER MAIN, THE WATER MAIN SHOULD BE DEFLECTED WITHIN MANUFACTURER'S STANDARDS OR REALIGNED USING VERTICAL OR HORIZONTAL BENDS AS °1.6 APPROVED BY THE OWNER. PAYMENT FOR THESE ALIGNMENT CHANCES SHALL BE BASED ON THE UNIT PRICES FOR BENDS AND FITTINGS AND 1ctm, i* EXTRA EXCAVATION AND BACKFILL AS ESTABLISHED PRIOR TO THE CHANGES BEING CONSTRUCTED AND AS APPROVED BY THE OWNER. B. IF THE PROPOSED WATER MAIN CONFLICTS WITH A MINOR UTILITY SUCH AS POWER, CABLE, GAS SERVICE AND TELEPHONE LINES, THE UTILITY SIGNER 11/13112 COMPANY SHALL BE CONTACTED AND THE CONTRACTOR SHOULD COORDINATE WTH THE UTILITY COMPANY TO REAUGN THE CONFLICTING UTUTY. ���.' PAYMENT FOR THESE ALIGNMENT CHANGES WLL BE CONSIDERED INCIDENTAL TO THE PROJECT. _y pF.9•r Water Main Construction Notes ;" .- 1. WATER MAIN TRENCH SECTION AND ALL EXCAVATED AREAS SHALL BE BACKFLLED AND COMPACTED IN ACCORDANCE NTH THESE CONTRACT DOCUMENTS AND WTH SECTIONS 7- 9.3(10) AND 7- 9.3(11) OF THE STANDARD SPECIFICATIONS COMPACTION TESTING SHALL BE REQUIRED DURING at BACKFILLING OPERATIONS ON ALL 24° AND LARGER PIPE, ALL OPEN CUTS AND /OR CROSSINGS WTHIN PAVED OR TRAVELED AREAS AND AT THE °Wirnaa° DISCRERON OF THE OWNER. IF TRENCH BACKFILL DOES NOT MEET COMPACTION REQUIREMENTS, CONTRACTOR SHALL EXCAVATE, RE- COMPACT AND RETEST MATERIAL AT CONTRACTOR'S EXPENSE. 2. OWNER APPROVED THRUST RESTRAINTS ARE REQUIRED FOR ALL UNRESTRAINED FITTINGS. THRUST BLOCKING IS THE PREFERRED METHOD UNLESS SIGNER 11/13/12 OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE JOINT RESTRAINT SO THAT THE PIPE DOES NOT SEPARATE DUE TO THERMAL EXPANSION, UNRESOLVED THRUST FORCES, OR DESTABILIZATION OF STEEP SLOPES. 3. AT POINTS MORE EXISTING THRUST BLOCKING EXISTS, MINIMUM CLEARANCE OF UNDISTURBED SOIL BETWEEN THE CONCRETE BLOCKING AND �,�PROPOSED BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET. 4. THE CONTRACTOR SHALL PERFORM PRESSURE TESTING IN ACCORDANCE WTH THE SPECIFICATIONS, UNLESS OTHERWISE APPROVED. MAINLINE SHALL APPROPRIATE. SECTIONS OF NO MORE THAN 1,500 FEET. THE OMER HAS DISCRETION TO MODIFY THE TESTING REQUIREMENTS AS HE DEEMS �/ Traffic Control Notes 1. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING AND OBTAINING ANY REQUIRED PERMITS, SUCH AS STREET USE AND /OR TRANSPORTATION, PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WTH CITY OF RENTON PRIOR TO AND DURING CONSTRUCTION TO ENSURE TRAFFIC CONTROL AND DETOURS EMPLOYED MEET CITY REQUIREMENTS AND APPROVAL 2. ALL TRAFFIC CONTROL DEVICES SHALL MEET MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. 3. ALL BARRICADES SHALL HAVE AMBER FLASHING LIGHTS THAT WILL BE TURNED ON AT NIGHT. 4. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL PROPERTIES ADJACENT TO THE PROJECT. THE OWNER SHALL BE cl NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY ACTIONS BY THE CONTRACTOR THAT MAY AFFECT THE FUNCTIONS OR DRIVEWAY ACCESS OF THE OWNER. W �`I%[ N W W � H TESC General Notes 0 O 1. CONTRACTOR SHALL PROVIDED EROSION AND SEDIMENTATION CONTROL MEASURES AND FACILITIES PER APPENDIX D OF THE KING COUNTY SURFACE O Z Z WATER DESIGN MANUAL (2009), CITY STANDARDS AND THESE CONTRACT DOCUMENTS. O Z 2. ANY DISCHARGE OF SEDIMENT -LADEN RUN -OFF OR OTHER POLLUTANTS TO WATERS OF THE STATE IS IN VIOLATION OF CHAPTER 90.48, WATER W 1 O POLLUTION CONTROL, AND WAC 173 -201A, WATER QUALITY STANDARDS FOR SURFACE WATERS OF THE STATE OF WASHINGTON, AND IS SUBJECT TO ENFORCEMENT ACTION. 3. DURING CONSTRUCTION, ALL RELEASES OF OILS, HYDRAULIC FLUIDS, FUELS, OTHER PETROLEUM PRODUCTS, PAINTS, SOLVENTS, AND OTHER �L U DELETERIOUS MATERIALS MUST BE CONTAINED AND REMOVED IN A MANNER THAT WILL PREVENT THEIR DISCHARGE TO WATERS AND SOILS. THE O 2 CLEANUP OF SPILLS SHALL TAKE PRECEDENCE OVER OTHER WORK ON THE PROJECT. BARRELS, PETROPHIUC PADS, TARPS, AND OTHER M EQUIPMENT NECESSARY FOR CAPTURING, CONTROLLING, AND DISPOSING OF HAZARDOUS FLUIDS SHALL BE AVAILABLE ON -SITE AT ALL TIMES. a Q r� 4. PROPER EROSION AND SEDIMENT CONTROL PRACTICES MUST BE USED ON THE CONSTRUCTION SITE AND ADJACENT AREAS TO PREVENT UPLAND - y SEDIMENTS FROM ENTERING THE NATURAL DRAINAGE SYSTEM. ALL SURFACE AREAS DISTURBED AND ANY EMBANKMENTS OR EXCAVATIONS v AAArrr CREATED BY CONSTRUCTION ACTIVITIES MUST BE REVEGETATED OR PROVIDED AN EQUIVALENT TYPE OF PROTECTION AGAINST EROSION. W O 5. UNEAR CONSTRUCTION ACTIVITIES SUCH AS RIGHT -OF -WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR U UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL STABILIZATION REQUIREMENT. rt 6. IF STRAW MULCH FOR TEMPORARY EROSION CONTROL IS USED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF FOUR INCHES. IIx 7. OWNER MAY DIRECT MAINTENANCE AND REPAIR OF TESC MEASURES AND /OR FACILITIES AS THE HIGHEST PRIORITY WORK AT ANY TIME THE TESC MEASURES AND /OR FACILITIES DO NOT MEET THE CURRENT CITY PLAN REQUIREMENTS. ALL TESC MEASURES AND /OR FACILITIES MAY NOT BE SHOWN ON THE PLANS, BUT SHALL BE PROVIDED BASED ON WEATHER CONDITIONS AND CONSTRUCTION PRACTICES AT THE DISCRETION OF THE OWNER. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOADS ARE SECURED PER RCW 46.61.655. 9. DUST CONTROL MUST BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE OWNER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WTHOUT PRIOR CITY APPROVAL POWER BROOMS SHALL NOT BE USED, NOR PERMITTED ON SITE. 10. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY THE CITY. 11. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. MITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT CULL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 13. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WTHIN SEVEN (7) DAYS. 14. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, TWICE A MONTH DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 15. COVER MEASURES WILL BE APPLIED IN CONFORMANCE NTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE OWNER. REVISED TO CONFORM TO CONSTRUCTION RECORDS V/ ` 9/23/13 RH2 ENGINEERING INC. DATE ENGINE E R S PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http: / /www.rh2 -aam m.tbox&rh2.com 1.800.720.8052 BELLINGHAM 360.676.oe36 454 West Horton Road BOTHELL azssysaa0 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.eas.zs00 300 Simon Street, Suite 5 RICHLAND ..a4. 51 s1 114 Columbia Point Drive. Suite C SILVERDALE 3608m(i,>960 2021 NW Mhyre Rd, Suite 107 TACOMA 253372 3055 621 Pacific Avenue Suite 104 zm��DRAWNG IS NOT TO SCALE IF BAR IS NOT 2' LONG Z I REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION rev+nm: KMP DAIS NOV 16, 2010 a1EMi. REN LLC KMP 9/23/13 "w 110 -D93 BY REVIEW DATE -N- :RRWM -D -GEN CDC W- - .s58Z11,112- -.-L �w- 7� 'w a 12" BYPASS PIPELINE 'I© STING VALVE VAULT, 0 NOT DISTURB, TYP. 11 42" CT PIPELINE II © YI � s m ROAD CIASED M THRUIRIUW - - CEDAR RIVER PARK SITE �© aJ � . ... �y ROAD .. CLOSED Fl 110RIDATI0N RIM DING 11111111h,, ROAD I ] CLOSED 11 l . I' F � *J I ew - L41d 7 R '7 - J :- \ ' •.�'.� . �. "mow ` J1, `r u} 1 knit i, - • _ —7Sw s ,; . � 4 � m ' _ I -405 ey 1 4, c �3 O" _ i °� HACCESS TOH EXISTING 24" WATER MAIN e _ HOUSER WAY I PROJECT OVERVIEW 1 " =80' EXISTING 24" WATERMAIN I I IN O L. -m1 -'N� I NOTES /DETAILS H. MAINTAIN PUBLIC AND EMERGENCY VEHICLE ACCESS TO THE COMMUNITY _,. °* •�'� N CENTER AT ALL TIMES. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION y REGARDING CONSTRUCTION SCHEDULE AND PHASING. 167 7 0 CONTRACTOR MAY UTILIZE PARKING AREA NEAR CCTF BUILDING FOR MATERIALS °'•- STORAGE AND STAGING WITH CITY WATER DEPT COORDINATION AND APPROVAL. MAINTAIN ACCESS TO THE CCTF BUILDING FOR CHEMICAL TANKER DELIVERY AT ALL TIMES. SIGNER 11113172 PREPARE AND SUBMIT FOR APPROVAL ALL TRAFFIC CONTROL AND SIGNAGE YEp PLANS. THE DETOUR ROUTE SHOWN ON THIS PLAN IS CONCEPTUAL AND ONLY •`Ba�lAo APPLIES TO THE INSTALLATION OF THE 12" (BYPASS) WATERMAIN. IT IS g R y EXPECTED THAT THE CONTRACTOR WILL BE ABLE TO CONSTRUCT THE CT PIPELINES WITH MINIMAL DISRUPTION TO TRAFFIC. ALL TRAFFIC CONTROL SHALL 418 BE PER MUTCD. SECURE AND ENCLOSE EXCAVATION AND CONSTRUCTION AREA AT CEDAR RIVER PARK CT PIPELINE WITH TEMPORARY 6 -FT HIGH CHAINLINK FENCE. CHAINLINK SIGNER 1113112 FENCING SHALL BE SIMILAR TO CITY OF RENTON STANDARD DETAIL NO. L002, TYPE 1 FENCE EXCEPT THAT FOUNDATION MAY BE CONCRETE BLOCKING PLACED �7 ON GROUND AND SUITABLE FOR THIS PURPOSE. r 0- 1 k?0'V>14 CONTRACTOR MAY UTILIZE EXISTING BALL FIELD FENCE AT LIBERTY PARK TO SECURE CONSTRUCTION AREA. CONTRACTOR MAY UTILIZE WEST END PARKING ♦ � AREA WITHIN CONSTRUCTION LIMITS FOR MATERIALS STORAGE AND STAGING WITH CITY PARKS DEPT COORDINATION AND APPROVAL. 6. CONTRACTOR SHALL RESTRICT CONSTRUCTION ACTIVITY TO AREAS IMMEDIATELY ADJACENT TO PROPOSED IMPROVEMENTS. CONTRACTOR SHALL BE 1 V 1 `- RESPONSIBLE FOR RESTORATION OF ALL DISTURBED AREAS TO EXISTING OR BETTER CONDITION. DO NOT DISTURB LANDSCAPED AREAS TO THE EAST OF THE EW -3 PARKING LOT. ' DO NOT OPERATE CONSTRUCTION EQUIPMENT OVER LANDSCAPED AREAS OR SIDEWALK ADJACENT TO ROUSER WAY. F► 0 EXISTING GATE NORMALLY CLOSED. GATE TO BE OPENED DURING M W CONSTRUCTION OF 12"W TO ALLOW FOR CONTRACTOR ACCESS, TYP. OF 2 LOCATIONS. d 10" CT PIPELINE EXISTING 10" WATERMAIN LIBERTYPARK SITE REVISED TO CONFORM TO CONSTRUCTION RECORDS xxg�J 9/23/13 RH2 ENGINEERING INC. DATE 24" CT PIPELINE ® TYPE 3 BARRICADE TRAFFIC SIGN CONSTRUCTION LIMITS PROPOSED PIPELINE PARCEL LINES W -35820 N0. iREVISED TO CONFORM TO CONSTRUCTION RECORDS REVISION O INEERS PLANNERS SCIENTISTS RI-12 ENGINEERING, INC. http://wwwrh2.com mclbox0rh2.com 1.800.720.8052 BELLINGHAM 3s°.6/s.°H36 454 West Horton Road BOTHELL a 5.95 1.saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.ae6.2soO 300 Simon Street, Suite 5 RICHLAND 509.9,s.sisr 114 Columbia Point Drive. Suite C SILVERDALE 360.676 nms° 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3os9 621 Pacific Avenue Suite 104 DRAWING IF BAR IS NOT 2" LONG —�Iw nws; Sep 23, 2013 cuNT REN LLC KMP 9/23/13 " NO.: 110 -093 BY REVIEW DATE nfluNE. CT— D —OVERM C D ' W — lto Zoa � ZOO w V cc IX aLLLL, W 4. O� o 3 y V ao LU V J>ft a Q SYMBOL LEGEND 3 ® TYPE 3 BARRICADE TRAFFIC SIGN CONSTRUCTION LIMITS PROPOSED PIPELINE PARCEL LINES W -35820 N0. iREVISED TO CONFORM TO CONSTRUCTION RECORDS REVISION O INEERS PLANNERS SCIENTISTS RI-12 ENGINEERING, INC. http://wwwrh2.com mclbox0rh2.com 1.800.720.8052 BELLINGHAM 3s°.6/s.°H36 454 West Horton Road BOTHELL a 5.95 1.saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.ae6.2soO 300 Simon Street, Suite 5 RICHLAND 509.9,s.sisr 114 Columbia Point Drive. Suite C SILVERDALE 360.676 nms° 2021 NW Mhyre Rd, Suite 107 TACOMA 253.272.3os9 621 Pacific Avenue Suite 104 DRAWING IF BAR IS NOT 2" LONG —�Iw nws; Sep 23, 2013 cuNT REN LLC KMP 9/23/13 " NO.: 110 -093 BY REVIEW DATE nfluNE. CT— D —OVERM C D ' W — lto INTERSTATE 405 (I- -405) `SCQL' 6CQL'14 "WN.CEDARR a i COK S 8&09' Q -IOps0, W, / 1 ' SS T DI D , P 12" DI DR�_ 18•' CPEP SD \ �L� ts• PVC SD A O1 - \ SDMH RIM = 47.76 ` 4=47.12 IS 18'CPEP(N,S) =41. T2roEC 7bE_ v 7'1 \ UWN 4 8" PVC SO Ce RIM =46.79 IE B- PVC(SE) =41.94 IE 8'CONC(EW)CAPPED IE 4- PVC(N) =42.59 6 � - SDMH RIM= 0 IE 8'PVC(NW) -40.6 E15'PVC(5 E) =39.90 T,, / P RIM =46.52 / IE IS PVC(N,W) =39.82 -__ Si RIM4723 '. IF 1201(N) -4383 E;SPVC(S) =4223 N_ 'r. CO (- / 6 / o - PVG SD S i 15 PVC SD s 0 / 12bE_ Li B RIM =56.64 I E 15 °PVC(AeAN)(N) -42.37 IE 15'PVC(NC) =40.4] 1E 15 °PVC(S)40.47 W.VAULT 57FFk1 IE 3'PVC(SE) =40.77 p JE 18'CEP r J (%S) =4216/ -ate LAWN 12" GATE VALVE, SALVAGE AND URN TO CITY SHOP 12" DRAIN VALVE VAULT SURVEY CONTROL RICHLAND ..a..1s1 TESC NOTES: POINT DESCRIPTION NORTHING EASTING ELEVATION STATION PW-9 1. PROVIDE CATCH BASIN INLET PROTECTION PER CITY OF RENTON STANDARD PLAN 216.30 AT ALL CATCH BASINS LOCATED WITHIN 100' OF CONSTRUCTION LIMITS. 01 CP}'1 178,877.47' 1303116.76' 47.25' 2 +50.00 SCALE: SHOWN 634A -39.1 M/W Q Cite 179,028.25' 1,303,253.05' 46.97' 4 +53.25 634A -39.2 M/W QS CP#'5 179,318.24' 1,303,446.13' 47.77' - -- 634A -39.5 M/W 0 CPj10 178,611.21' 1,302,996.29' 48.35' - -- 634A -4210 M/W EW -3 0 DML -253 RCC 179,546.27' 1,302,931.63' 43.55 0 +00.00 © DML -251 RCC 179,059.08 1,302,804.90 47.29' 4+96.67, NOTE THIS POINT IS OUTSIDE OF THE PROJECT AREA 8204' L HORIZONTAL DATUM: WASHINGTON STATE PLAN GRID NORTH ZONE NAD 83/91 VERTICAL DATUM: NATIONAL AMERICA VERTICAL DATUM 1988 0 LAWN Z- M4 RI 12" C CO E 12" (Nt) = (NE)=,o2,76 2,76 2.76 A0j CB RIM=48-00 - of CON_W1'0' -� - _ o °�otetos0 t2 PvC SD WAL-Ii �'v 711'RII 1131 a 30"PINE $FlR 4 '10'CEDAR 1 CB RI! 53 .'.1 y,a0 3 S1CNBk 11/1$%12 SDMH IM-46.91 1 _ - - 8 C9EP ` u IE 8 CPEP(S) 43.9 IE 1 [ =3891 24 "%NE\ '] 1 PVC S (CAN'T DIP) B EP '' IE 8 PJC(E) 43.89 'E 6. C(S)= 390��,P \ ;S PET FIR vVC L - -� CB RIM 46.15 8 Si F 1 �'" ` _ \ I tV� '•�8rr� V4 G IE 12- CPEP(S) 43.80 CHEM I p \ SDL.H 4,1 4660 IE 4'CPEP(E) =44.40 - O- CON. �- CH M T - CH M - - - - CHEM IF 12 CPEP(N S) --43,.15 l - -= -� = _ _�I SO - \ -= IE 12 CI P 4318 \ DI SD I7, 8 PVC(Y!) =43.18 m 12 SD DT' ' I� 1 P Ca a..: 7 05 1 " �p P - \ �L7N \ rn t^s o ' - IE 12 CPEP(N) =4285 (" IE 12 cPEP(s) -42.85 2 ` �+�'�� �• o SDMH Ier- 47.06\ P o - T SICXSIk 11/1$/12 Eta IC 4 PVC(NW) 43.85 ';\ I p �I o O PUTAP INSIDE STRUCIURF� 7F m / GRASS 4 l 307 01% STRJCNRE -37.2 \\ 'i \ p u I' Y ` y m III G J GRASS r- y ®IRR. OINKING J FOUNTAIN ®IRR. 0 E RIIrI IF-16- "C,E))-4\07 CONC. E 15°P4�($N .97 / 12" DI OR C8 RIM =47.01 IE 12 °CPEP(NW)=42.91 IE G- CPEP(S) =42.91 IE 6- PVC(E) =4191 GONG o CEDAR RIVER PARK KEY NOTES: 10. DURING CONSTRUCTION OF THE 12" CPEP DR, THE EX, 12" W LINE WAS REROUTED TO VERTICALLY DEFLECT THE WATER LINE UNDER THE DRAIN LINE USING VERTICAL BENDS BETWEEN THE 24"W AND THE FIRE HYDRANT. AS BUILT RECORDS ARE NOT AVAILABLE TO CONFIRM THE LOCATION OF THE VERTICAL BENDS. PRIOR TO CONSTRUCTION, POTHOLE TO CONFIRM BEND LOCATIONS AND MAKE ADJUSTMENTS TO THE PROPOSED CONNECTION TO EXISTING AS NECESSARY TO AVOID CONFLICT WITH VERTICAL BENDS OR HYDRANT TEE. HIGH VOLTAGE PRIMARY POWER. UTILIZE EXTREME CAUTION WHEN EXCAVATING AND WORKING NEAR POWER LINE. O NOT USED EXISTING WATER SERVICE AND FLUORIDE SAMPLE LINE, DO NOT DISTURB. EXISTING 12" DRAIN VALVE, TO BE REMOVED. SEE PHOTO AND DEMOLITION NOTES THIS SHEET FOR ADDITIONAL INFO. CONSTRUCTION LIMITS, TYP. CONTRACTOR TO SECURE CONSTRUCTION SITES AND PROVIDE TEMPORARY CHAINLINK FENCE PER DWG NO. G03. CONSTRUCTION ENTRANCE, TYP. CONTRACTOR SHALL PROVIDE ADDITIONAL TESC MEASURES AS NECESSARY TO ENSURE THAT DIRT IS NOT TRANSPORTED OUTSIDE CONSTRUCTION AREA AND ONTO ROADWAYS. AT LIBERTY PARK, CONSTRUCTION ENTRANCE LENGTH MAY BE REDUCED TO 50'. 1. PROJECT SITE TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY TRIAD ASSOCIATES (APRIL 2012). ADDITIONAL MINOR TOPOGRAPHIC AND UTILITY INFORMATION ADDED BASED ON AS BUILT AND FIELD RECORDS. THE CONTRACTOR MAY FIND VARIATIONS BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AND OTHER TOPOGRAPHIC FEATURES PRIOR TO AND AS REQUIRED FOR CONSTRUCTION. 2. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON AS BUILT FIELD LOCATION OF EXISTING STRUCTURES, FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY LOCATION MAPS FROM THE UTILITY PURVEYORS. OTHER UTILITIES MAY EXIST. NO SUBSURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO CONSTRUCTION FOR VERIFICATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. DIRT A CRASS \ J - Fnw. LINE 1, 10' ads K FENCE �� n GRASS PT BOLLARD GATE _ BOLIPRD GATE GRASS u1+°j1 v SSMH RIM-5038' WtT0. - n CL CHNL 30'PVC(N.S)=36.00 CB RiM=uE.68 L A Ll 1 ..L8 6 IF fiCUPtb)=5fi ?R EXISTING SITE PLAN 3" WOOD RETAINING WALL o 6' 8AIN DNK FENCE o rn v � cuum u 8" HOPE CHEM SS Q SS S5 ---- T_-- T-- - -T_ -_ w w �o SSMH 119213 RE: 44.77 8' PVC IN NE 8' PVC OUT SW CTR CHANNEL IS 38.21 BALL PARK - 6' CHAIN LINK FENCE Y WOOD RETAN WALL TO IRRIGATION SYSTEM (eoNG \ I I I� J I 6 CB 11 T1P 98 E 3. 43.97 y IS 0 T. 41.76 12 °01 S M ITOR MEll, TYR. 4. LL n tB 119299 -TYPE II D C E: 45.31 Ni£ IN: 41.51 12 °CMP NE \ [ IN 41.44 12'01 NW v - I E OUT: 41.38 24'CONC SW OP STANDPIPE 12'CMP 43.07 MN iAw RIM =50.84 CL CHNL 1: =43.49 ve 0 0 7 Cl W Uj ZCa z W °•� ~ � M+yW;;1 LL. aU.. c� OC ? d z �k a W J � JQr T` N l'Yl Y r 7 ss OTTOM STANDPIPE 4 . s z. •a• W w n 6 2 5 5 Is /N /ASPHALT 3'X7 MM x,p o PVi. 400.101)' 5 �� 8" PE CH C �- -es- 6 ENGINEERS VC SS 4; GRASS / C PLANNERS -- - - - -T- -- -T _ -V S IC i SCIENTISTS w w w w - -- w - w CONIC RI-12 ENGINEERING. INC. FENCE \fRRCAL CURB I 2° STEEL GAS { DID LINK �� CB 1197 R 714E j mallbox@ih2.com AND �T>� RE: 44.31 J DE-ACTIVATED IF OUT: 42.66 6'CONC SE N $19322 72" 75`621 I / mailboxOrh2com L800.720.8052 ROUSER WAY RE: .) SSMH 119244 BELLINGHAM ssu�s.oeas IE M: 41.50 24 °GONG N14 RE: 45.87 454 West Horton Road ONE WAY IE OUP. 4:.47 24"CCN'C NE 6_ PVC IN NW W 358204 BOTHELL ...'s'.. LIBERTY PARK(EW -3) EXISTING SITE PLAN _ EAS T 29th Drive SE Suite 210 EAST WENATCHEE soe.aesssoo I" = 30' 300 Simon Street. Suite 5 1. IRRIGATION SYSTEMS (TYP. BOTH SITES) - THE PARK IS IRRIGATED WITH AN AUTOMATED SYSTEM WHICH IS COMPRISED OF PIPELINES, SPRAYHEADS AND CONTROL WIRES. NO RECORDS EXIST TO LOCATE THESE SYSTEMS. WHERE ENCOUNTERED, IRRIGATION COMPONENTS SHALL BE REMOVED, REPAIRED ANDIOR REPLACED AS REQUIRED FOR CONSTRUCTION. 2. DRAIN VALVE VAULT (CEDAR RIVER PARK) - REMOVE AND DISPOSE OF EXISTING 12" DRAIN VALVE VAULT, SALVAGE AND RETURN 12" GATE VALVE TO CITY SHOPS. PROVIDE CAP AND BLOCKING OR BLIND FLANGE (OR AS APPROPRIATE) AT 12 " DR TEE CONNECTION AND ABANDON 24" W TO 12" DR CONNECTION. REMOVE AND DISPOSE EXISTING 24"1 AS PART OF CONNECTION TO EXISTING. FY♦\ REVISED TO CONFORM Q T7" y TO CONSTRUCTION RECORDS / Q {�/ �,L1 9/23/13 RH2 E NN EERING INC. DATE Ql REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 0 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG LOi: 1 DWG N0. NamI:KRS I D10 DAre Sep 23, 2013 '"`A "a- a¢xr: REN -'F LLC KMP 9/23/13 .Ne No.: 710 -093 14 BY I REVIEW I DATE NFN.WL:CTPW89- D- CIVOI.DW'G C-i - W, 3 S" 8a'Gy RICHLAND ..a..1s1 TESC NOTES: 114 Columbia Point Drive. Suite C SILVERDALE 3so.e�s.>w:o 2021 HIM Mhyre Rd, Sale 107 1. PROVIDE CATCH BASIN INLET PROTECTION PER CITY OF RENTON STANDARD PLAN 216.30 AT ALL CATCH BASINS LOCATED WITHIN 100' OF CONSTRUCTION LIMITS. TACOMA u3 xoaaoss 621 Pacific Avenue Suite 104 2. PROVIDE CONSTRUCTION ENTRANCE CITY OF RENTON STANDARD PLAN 215.10. SCALE: SHOWN FY♦\ REVISED TO CONFORM Q T7" y TO CONSTRUCTION RECORDS / Q {�/ �,L1 9/23/13 RH2 E NN EERING INC. DATE Ql REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 0 1 DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG LOi: 1 DWG N0. NamI:KRS I D10 DAre Sep 23, 2013 '"`A "a- a¢xr: REN -'F LLC KMP 9/23/13 .Ne No.: 710 -093 14 BY I REVIEW I DATE NFN.WL:CTPW89- D- CIVOI.DW'G C-i - W, 3 S" 8a'Gy ".' PVC SO-::�A A V APPROX. STA. 0+47.9,18.2'R, PROVIDE: (1) - CONNECTION TO EXISTING 24" DI PIPE, SEE DWG NO. D13 FOR DETAILS N 42 0643.4" E _ 2' D'DR, 12"DIRJPIPE m APPROX. STA. 0+49.4,27.8'R, PRC � (1) -12" DI 221,2° BEND (RJxRJ) WITH I BLOCKING J ° (1) -12" DI PIPE, 3 LF (1) -12" DI 11lAo BEND ( RJXRJ) WITH "a . CONC BLOCKING ©APPRO' 35 LF of 12' DI RJ PIPE / APPROX. STA; 0+79.6,52.1- R, PROVIDE: `\ (1) -12' DI 45" BEND (RJxRJ) WITH CONC BLOCKING R A, BYPASS PIPELINE PLAN H: 1" = 20' APPROX. STA. 3 +53.2, so 28.2' R, PROVIDE: (1) -4" DI 45" BEND / (RJxRJ) WITH CONC BLOCKING / APPROX 32 LF of 4" DI RJ PIPE Al / APPROX. STA. 3+29.5,46.8'R, PROVIDE: (1) - 4" DI 45° BEND (RJxRJ) WITH CONC BLOCKING rrr ® APPROX 51 LF of 4" DI RJ PIPE APPROX. STA. 2+78.7,40.7'R, PROVIDE: J 1 (1) - CONNECTION TO EXISTING 12" DI 1 C PIPE, SEE DWG NO. D13 FOR DETAILS I " DV W mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN _J LL 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ cc CL W v W r; o If f Ri a `f Z a W RICHLAND 6i :r Z BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG ZQZLr a � V V � z C6 Z F 3N< a J a W OC 55 ��.. ".d > a� ° w w 3 w w ALONG PROPOSED WATER w 0 ° MAIN ALIGNMENT o of fl N a a a ' 50 L j- POWER NOT ENCOUNTERED D ' 3 � W 45 -- a� T.O.P. T DEEPO T.O.P. 9.5' DEEPD T.O.P. 9' DEEP T.O.P. B O DEEP 10 .00 40 - 3.41 0.00% -1. . 0 e 0.71% 35 z_ W� z W r 'p z_ Wz— z_ Ww mA m o mN mO JL JN o No o: N orct--;—) o; G 2N S MSV w 0 25 CONNFCTION TO FXIS ING SEE DETAIL( p D73 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ' HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. o WATERMAIN PROFILE H: 1 " =20', V. 1 " =5' 'VV 60 55 50 45 40 35 30 25 2 0' WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REQUIRE ADDITIONAL EXCAVATION AND /OR FITTINGS AND SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12' MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. I oo� h ti h P U O / rz, q A w 1� NOTE: PROFILE HAS BEEN UPDATED TO INCLUDE INFORMATION REGARDING DEPTH TO EXISTING AND PROPOSED UTILITIES BASED ON CONTRACTOR'S FIELD MEASUREMENTS, HOWEVER VERTICAL ALIGNMENT WAS NOT REVISED. NOTES /DETAILS 1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE RESTRAINED JOINT WITH CONCRETE BLOCKING. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 RESTORE EX. CURB AND PLANTER PER CITY OF RENTON STANDARD DWG NO. 103; AND EX. CONCRETE SIDEWALK RAMP TO MATCH EX. PER CITY STANDARDS. RESTORATION OF CONCRETE RAMP SHALL BE INCIDENTAL TO THE CURB REPLACEMENT BID ITEM. 0 CONTRACTOR TO PROTECT EXISTING TREE. EX. VALVE, CONVERT TO NORMALLY CLOSED. INSTALL VALVE MARKER PER DETAIL: DT2 E SIN. 0 HIGH VOLTAGE PRIMARY POWER. CONTRACTOR TO USE EXTRA CAUTION WHEN WORKING AROUND POWER LINE. © EX. 4" DI GATE VALVE AND SERVICE, TO BE ABANDONED. CONTRACTOR TO PLUG AND BLOCK EX, VALVE AND REMOVE VALVE BOX. 0 LOCATE EX. 1)/2" COPPER WATER SERVICE AND VALVE AT CONNECTION TO 24' WATERMAIN. RECONNECT TO PROP. 12" WATERMAIN AND ABANDON (PLUG) CONNECTION AT EX. 24" W. ® PAVEMENT RESTORATION, PROVIDE 2" THICK, FULL WIDTH, GRIND AND OVERLAY OF ACCESS ROAD AND PARKING AREA WITHIN THE LIMITS SHOWN. PROVIDE SMOOTH TRANSITION AT THE BEGINNING, END, AND ALONG THE EDGE OF EXISTING GUTTER. ADJUST ALL UTILITY AND SURVEY MONUMENT ACCESS COVERS TO NEW GRADE; ADJUST STORM CATCH BASINS GRATES TO 0.1' BELOW NEW GRADE. RESTORE ALL PAVEMENT MARKINGS AND SPEED BUMPS PER CITY STANDARDS AND TO MATCH EXISTING. PAVEMENT RESTORATION. PROVIDE PERMANENT TRENCH PATCH PER DETAIL (p . MATCH EXISTING PAVEMENT THICKNESS. DT2 1 p DEFLECT PIPE AND PROVIDE ADDITIONAL FITTINGS AS NECESSARY TO AVOID CONFLICT WITH EX. UTILITIES. CREATE NO LOCAL HIGH OR LOW POINTS, UNLESS OTHERWISE DETAILED ON THIS PLAN. 11 DO NOT DISTURB EX. THRUST BLOCKING. PROVIDE 5-FT CLEARANCE BETWEEN EX. THRUST BLOCK AND PROPOSED PIPE AND VICE VERSA. 2 VERTICAL BENDS WITH MECHANICAL THRUST RESTRAINT WERE INSTALLED IN THIS AREA TO DEFLECT THE WATERMAIN UNDER THE STORM. NO ASBUILT RECORDS EXIST AND THE EXTENTS OF THE VERTICAL DEFLECTION ARE NOT KNOWN. CONTRACTOR TO POTHOLE AND LOCATE LAST BEND AND SHALL ADJUST THE PROPOSED WATER MAIN ALIGNMENT AND CONNECTION POINT AS NECESSARY TO MAINTAIN V HORIZONTAL CLEARANCE BETWEEN EX. BEND AND PROPOSED FITTINGS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. DEPTH AND LOCATION OF EX. UTILITIES ARE APPROXIMATE. CONTRACTOR TO LOCATE AND POTHOLE EX. UTILITIES. PROVIDE SURVEYED DRAWING OF EX. UTILITIES SHOWING PROPOSED WATERMAIN ALIGNMENT. SIGNBk 11/13/12 SIGNER 11/13112 •. \� ),A, A ENGINE E R S W 358205 PLANNERS SCIENTISTS RH2 ENGINEERING INC 12" DR T.O.P. 4' DEEP 12" MIN. TYR W mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN _J LL 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ cc CL C* v W r; o If f Ri a `f Z a W RICHLAND 6i :r Z BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG ZQZLr a � V a � z C6 Z F 3N< J a W OC ��.. ".d > a� a 0 W 0 ENGINE E R S W 358205 PLANNERS SCIENTISTS RH2 ENGINEERING INC 12" DR T.O.P. 4' DEEP 12" MIN. TYR f SILVERDALE 3so.876.7960 ST — T.O.P. 3' DEEP NW unyra Rd, sane 107 TA 6 TACOMA S oss 621 Pacific Avenue Suite ite 104 104 24" W T..2 ' -4" DEEP SCALE: SHOWN _eeeoa CONNECTION As �... NOT TO SCALE REVISED TO CONFORM U TO CONSTRUCTION RECORDS A �� RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION http: / /www.rh2.com mailbox&rh2,a m 1.800.720.8052 am 0. BELL I NGHAM 3so.ws.o63s 454 West Horton Road CCTF BUILDIN BOTHELL °==ssi saoo 22722 29th Drive SE. Suite 210 P — T.O.P. 4' DEEP 1&wrm: KMP TELM — T.D.P. '_ DAM Sep 26, 2013 EAST WENATCHEE scermua. DEEP 300 Simon Street, Suite 5 v LLC KMP RICHLAND 6i "Rid 110 -093 ^^` nsossa6si f SILVERDALE 3so.876.7960 ST — T.O.P. 3' DEEP NW unyra Rd, sane 107 TA 6 TACOMA S oss 621 Pacific Avenue Suite ite 104 104 24" W T..2 ' -4" DEEP SCALE: SHOWN _eeeoa CONNECTION As �... NOT TO SCALE REVISED TO CONFORM U TO CONSTRUCTION RECORDS A �� RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION CD' w- 3S-g- " ;;— aoT: 1 am 0. lRw -KRS Dll 1&wrm: KMP DAM Sep 26, 2013 �UTT� "o. craw REN v LLC KMP 9/18/13 "Rid 110 -093 14 BY REVIEW DATE tnuaR �CTPW89— D— PLAN.OWG CD' w- 3S-g- " ;;— A, APPROX. STA. 5 +32.7, 1.T R, PROVIDE: (1) -ACCESS MANWAY y: SD (1) - 3" AIR RELEASE & VACUUM VALVE ASSEMBLY APPROX. STA. 5+22.7,02 L, PROVIDE: D(1) - 42"x 24" STEEL FLANGED OUTLET AND END - y — — c E a — CHEM _ OF CT PIPELINE, SEE DWG NO. D13 FOR DETAILS q— _ z ` 10� U QAPPROX. STA. 5+29.8,21.2'R, PROVIDE: _ (1) - 42"x 24" STEEL FLANGED OUTLET rZ }-'" -- AND END OF CT PIPELINE, SEE DWG NO. °. P P a �— D13 FOR DETAILS :it _ so/ T lit —O 5 7m Q APPROX 31 LF of 24" DI PE P I z SAMPLE LINE, [1'P. � I 1 7..— 12" DI D.4 —,` � 1�" DI DR APPROX. STA. 5+17.7,34.0'R, PROVIDE: (1) - CONNECTION TO EXISTING TO 24' DI, SEE DWG NO. D13 FOR DETAILS — JF� 11 CONNECTION TO EXISTING. SEE aFOR DETAILS. D73 45 40 35 30 Yil O LIMIT 11 \VVIIVI\ `LIMITS BLDG r V7 7 E (P sP sT CONSTRUCTIONSTAGING AND MATERIALS STORAGE -a o 8' EP ! \ � SPRINKLER HEAD, TYP. AMP a — - r T.O.P. 16' DEEP, TYP. m APPROX. STA. 7 +75.5, 28.9'R, PROVIDE: s � (1) -42" x 42" STEEL 90' BEND (RJxRJ) APPROX 257 LF of 42 STEEL PIPE APPROX 248 LF of �— 42" STEEL PIPE 13 12" DI _R� __ an 6 J APPROX. STA. 5+39.7,22.4'R, PROVIDE: (1) - ACCESS MANWAY L� (1) - 3" AIR RELEASE & VACUUM VALVE ASSEMBLY APPROX 11 LF of 24" DI PIPE 0 T AIRVAC ASSEMBLY AND ACCESS MANWAY WITH TEST STATION, TYP. EACH END OF CT oCT PIPELINE PLAN PIPELINE, SEE DWG NO. D14 AND D15 H: 1" = 20' O A 1 0 APPROX. STA. 7 +73.3, 49.3' R, PROVIDE: ' (1) -42" x 42" STEEL 90" BEND (RJxRJ) A 11 N EXISTING GROUND PROFILE `ALONG PROPOSED WATER MAIN ALIGNMENT CONNECTION TO EXISTING. SEE FOR DETAILS. D73 NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ;1 HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. NORTHERN HALF OF CT PIPELINE NOTES /DETAILS 1. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY A\ PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR \ \ ADDITIONAL INFORMATION. , \ X a AA 1 � 1 II \ 1 I 11 N I � a ,I 1 TJ APPROX 20 LF of 42" STEEL PIPE ' APPROX. STA. 7 +74.4, 37.3'R, PROVIDE: (1) - ACCESS MANWAY I III jI I " I 50 - ACCESS MANWAY, TYP. CONCRETE ENCASEMENT D D CONCRETE ENCASEMENT 4 - .50 c 0.00 00% 0;� o� Ly g o Iz Z zn o m WO O + '? x Z Z Z Z mQj Gm 3R Q W Z �I-J ¢ =0 O Z O J - J Q :Q QO 6 �Z 6Y OQ FAR 3 `, W fn W .e z Din Z 7 z Z m z Z N Z ri ti M Nii �c °' �x N� � a� < �x D'x 3d N� W i U V'W + NLJ w - N.i: OW 0 3a a Nla N',W ��p Nw d0 IW-O ND Ww OHJ =!nW 0' 160. 200' 0 300' 310 CONNECTION TO EXISTING. SEE FOR DETAILS. D73 NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ;1 HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. NORTHERN HALF OF CT PIPELINE NOTES /DETAILS 1. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY A\ PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR \ \ ADDITIONAL INFORMATION. , \ X a AA 1 � 1 II \ 1 I 11 N I � a ,I 1 TJ APPROX 20 LF of 42" STEEL PIPE ' APPROX. STA. 7 +74.4, 37.3'R, PROVIDE: (1) - ACCESS MANWAY I III jI I " I 50 - ACCESS MANWAY, TYP. iffi WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REWIRE ADDITIONAL EXCAVATION AND PIPE AND FlTTING DEFLECTION WHICH SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. Yjwjwf SOUTHERN HALF OF CT PIPELINE CT PIPELINE PROFILE H: 1 " =20', V. 1 " =5' cj7i. 45 !if 35 y 2. THE EXACT LOCATION OF THE EXISTING SPRINKLER SYSTEM IS UNKNOWN AND IS \ NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE IRRIGATION SYSTEM AND SHOULD ANTICIPATE THAT HE WILL SIGNER 11/13/12 ENCOUNTER THE IRRIGATION SYSTEM DURING CONSTRUCTION. THE REPLACEMENT OF THE IRRIGATION SYSTEM PER CITY PARKS DEPARTMENT STANDARDS AND REQUIREMENTS. ALL WORK ASSOCIATED WITH LOCATING, PROTECTING, RESTORING AND REPAIRING THE IRRIGATION SYSTEM AND COORDINATION WITH THE CITY PARKS DEPARTMENT SHALL BE COVERED UNDER THE IRRIGATION SYSTEMS BID ITEM. ai CONTRACTOR TO ROUTE PREIPOST -CT SAMPLE LINES WITHIN EXISTING 8" •y+aw CHEMICAL CONDUIT FROM VALVE VAULT TO THE PROPOSED CHLORINE RESIDUAL ANALYZER WITHIN THE PW -9 WELL BUILDING. SAMPLE LINES TO BEV SIGNER 11/13112 POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. LOCATE PRE-CT C SAMPLE TAP WITHIN EXISTING VALVE VAULT. SEAL ALL PENETRATIONS WATERTIGHT WITH NON - SHRINK GROUT. SEE DWG NOS. D13 AND D16 FOR ADDITIONAL DETAILS, AS WELL AS PHOTO 1 BELOW. EX. 12" DRAIN VALVE AND VAULT, TO BE REMOVED. SEE DWG NO. DID FOR ADDITIONAL DETAILS. INSTALL 4" GATE VALVE AT AIRVAC CONNECTION TO STEEL MAIN AND TRANSITION TO 3" TYPE K COPPER AIRVAC LINE. ROUTE LINE FROM STEEL MAIN TO BACKSIDE OF CURB AND INSTALL AIRVAC ASSEMBLY SIMILAR TO CITY STANDARD DETAIL NO. 340.4. SEE APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. W J SEE DWG NO. D13 FOR ADDITIONAL CONNECTION AND PIPELINE DETAILS. LL 12 APPROXIMATE LOCATION OF CONCRETE ENCASED EX. POWER AND TELEMETRY. m Ix CONTRACTOR TO LOCATE PRIOR TO EXCAVATING, PROTECT DURING a CONSTRUCTION AND COORDINATE WITH CITY IF RELOCATION IS NECESSARY, TYR Cs Z 43 oµ a 3 EX. 12" PUMP DRAIN LINE, DEPTH AND LOCATION ARE APPROXIMATE. LLB � -;' Z CONTRACTOR TO POTHOLE AND CONFIRM ALIGNMENT PRIOR TO PREPARING O SHOP DRAWINGS FOR STEEL PIPELINE. Z a 0 REMOVE AND DISPOSE OF ABANDONED UTILITY PIPELINE AS NECESSARY TO Q O -- W CONSTRUCT PROPOSED IMPROVEMENTS. PLUG ENDS WITH GROUT. Z Z W F' :i 10 EX. CURB TO 13E REPLACE CURB PER CITY OF R CONSTRUCTION LL ul ENTON STANDA D DWG NO. 103 ENTRANCE. 3 W a LL 11 INSTALL TEMPORARY CONSTRUCTION ENTRANCE. PROTECT EXISTING VAULTS O C6 Z AND PLACE TEMPORARY STEEL PLATE OVER VAULTS. r (� W= 358206 a W V JVV LJV REVISED TO CONFORM TO CONSTRUCTION RECORDS 6� ` 9/23/13 RH2 ENGINEERING INC. DATE EX. 8" HDPE SECONDARY CONTAINMENT CONDUIT WITH CHEMICAL LINES. CONTRACTOR TO UTILIZE EX. 8' CONDUIT TO ROUTE PROPOSED SAMPLE LINES TO CHLORINE ANALYZERS WITHIN PW -9 WELL BUILDING. �i EXISTING VALVE VAULT U REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION MI N E E R S NNERS NTISTS RH2 ENGINEERING. INC. http: / /www rh2.com mailbo"&rh2.com 1.800.720.8052 BELLINGHAM 3sos7s.oa°s 454 West Horton Rood BOTHELL azs.9sl.saoo 22722 29th Dnve SE, Suile 210 EAST WENATCHEE sos.ass.asoo 700 Simon Street. Suite 5 RICHLAND sos9ae.slel 114 CoWmbia Point Drive, Suite C SILVERDALE 3s13e7a.79so 2021 NW Kintyre Rd, Suite 107 TACOMA 353.372.3059 621 Pacific Avenue Suite 104 1- F DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 1 DW Ktl. �m KRS D12 Dw� Feb 14, 2014 a¢NT: REN LLC KMP 9/18/13 "w 110 -093 BY IREVIEWI DATE I rua.ae CTPW'89- D- PLAN.DWG CD, w- 3S- ?-dv t0 CONCRETE ENCASEMENT D 4 00% = O N WO WN I- x Z p Z Z mQj 3R ZLLJ> zi0 ¢ =0 W O O J - Q O�<y zv Nii �c °' �x N� � a� < �x D'x 3d N� Q5 V'W w NLJ w - �a W WW OW 0 HJ 30 0 iffi WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REWIRE ADDITIONAL EXCAVATION AND PIPE AND FlTTING DEFLECTION WHICH SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. Yjwjwf SOUTHERN HALF OF CT PIPELINE CT PIPELINE PROFILE H: 1 " =20', V. 1 " =5' cj7i. 45 !if 35 y 2. THE EXACT LOCATION OF THE EXISTING SPRINKLER SYSTEM IS UNKNOWN AND IS \ NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE IRRIGATION SYSTEM AND SHOULD ANTICIPATE THAT HE WILL SIGNER 11/13/12 ENCOUNTER THE IRRIGATION SYSTEM DURING CONSTRUCTION. THE REPLACEMENT OF THE IRRIGATION SYSTEM PER CITY PARKS DEPARTMENT STANDARDS AND REQUIREMENTS. ALL WORK ASSOCIATED WITH LOCATING, PROTECTING, RESTORING AND REPAIRING THE IRRIGATION SYSTEM AND COORDINATION WITH THE CITY PARKS DEPARTMENT SHALL BE COVERED UNDER THE IRRIGATION SYSTEMS BID ITEM. ai CONTRACTOR TO ROUTE PREIPOST -CT SAMPLE LINES WITHIN EXISTING 8" •y+aw CHEMICAL CONDUIT FROM VALVE VAULT TO THE PROPOSED CHLORINE RESIDUAL ANALYZER WITHIN THE PW -9 WELL BUILDING. SAMPLE LINES TO BEV SIGNER 11/13112 POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. LOCATE PRE-CT C SAMPLE TAP WITHIN EXISTING VALVE VAULT. SEAL ALL PENETRATIONS WATERTIGHT WITH NON - SHRINK GROUT. SEE DWG NOS. D13 AND D16 FOR ADDITIONAL DETAILS, AS WELL AS PHOTO 1 BELOW. EX. 12" DRAIN VALVE AND VAULT, TO BE REMOVED. SEE DWG NO. DID FOR ADDITIONAL DETAILS. INSTALL 4" GATE VALVE AT AIRVAC CONNECTION TO STEEL MAIN AND TRANSITION TO 3" TYPE K COPPER AIRVAC LINE. ROUTE LINE FROM STEEL MAIN TO BACKSIDE OF CURB AND INSTALL AIRVAC ASSEMBLY SIMILAR TO CITY STANDARD DETAIL NO. 340.4. SEE APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. W J SEE DWG NO. D13 FOR ADDITIONAL CONNECTION AND PIPELINE DETAILS. LL 12 APPROXIMATE LOCATION OF CONCRETE ENCASED EX. POWER AND TELEMETRY. m Ix CONTRACTOR TO LOCATE PRIOR TO EXCAVATING, PROTECT DURING a CONSTRUCTION AND COORDINATE WITH CITY IF RELOCATION IS NECESSARY, TYR Cs Z 43 oµ a 3 EX. 12" PUMP DRAIN LINE, DEPTH AND LOCATION ARE APPROXIMATE. LLB � -;' Z CONTRACTOR TO POTHOLE AND CONFIRM ALIGNMENT PRIOR TO PREPARING O SHOP DRAWINGS FOR STEEL PIPELINE. Z a 0 REMOVE AND DISPOSE OF ABANDONED UTILITY PIPELINE AS NECESSARY TO Q O -- W CONSTRUCT PROPOSED IMPROVEMENTS. PLUG ENDS WITH GROUT. Z Z W F' :i 10 EX. CURB TO 13E REPLACE CURB PER CITY OF R CONSTRUCTION LL ul ENTON STANDA D DWG NO. 103 ENTRANCE. 3 W a LL 11 INSTALL TEMPORARY CONSTRUCTION ENTRANCE. PROTECT EXISTING VAULTS O C6 Z AND PLACE TEMPORARY STEEL PLATE OVER VAULTS. r (� W= 358206 a W V JVV LJV REVISED TO CONFORM TO CONSTRUCTION RECORDS 6� ` 9/23/13 RH2 ENGINEERING INC. DATE EX. 8" HDPE SECONDARY CONTAINMENT CONDUIT WITH CHEMICAL LINES. CONTRACTOR TO UTILIZE EX. 8' CONDUIT TO ROUTE PROPOSED SAMPLE LINES TO CHLORINE ANALYZERS WITHIN PW -9 WELL BUILDING. �i EXISTING VALVE VAULT U REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION MI N E E R S NNERS NTISTS RH2 ENGINEERING. INC. http: / /www rh2.com mailbo"&rh2.com 1.800.720.8052 BELLINGHAM 3sos7s.oa°s 454 West Horton Rood BOTHELL azs.9sl.saoo 22722 29th Dnve SE, Suile 210 EAST WENATCHEE sos.ass.asoo 700 Simon Street. Suite 5 RICHLAND sos9ae.slel 114 CoWmbia Point Drive, Suite C SILVERDALE 3s13e7a.79so 2021 NW Kintyre Rd, Suite 107 TACOMA 353.372.3059 621 Pacific Avenue Suite 104 1- F DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 1 DW Ktl. �m KRS D12 Dw� Feb 14, 2014 a¢NT: REN LLC KMP 9/18/13 "w 110 -093 BY IREVIEWI DATE I rua.ae CTPW'89- D- PLAN.DWG CD, w- 3S- ?-dv t0 EXISTING 24" DI WATERMAIN, TYP © T.O.P. 6' DEEP EXISTING CURB, s �i EXISTING J ASPHALT, TYP. PROVIDE: (1) 24'x12' TAPPING SLEEVE (FL) WITH CONC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 12' DI LONG BODY SLEEVE (RJxRJ) (2)12' DI SPOOL, LTF (1) 22" DI BEND (RJxRJ) WITH CONIC. BLOCKING (PER PLAN) (1)12' DI SPOOL, LENGTH TO FIT A (1)11° DI BEND (RJxRJ) WITH CONIC. BLOCKING (PER PLAN) (1)12' DI SPOOL, LENGTH TO FIT (1)12" DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 EXISTING GRASS, TYP. EXISTING 12" DI DRAIN T.O.P. 3.5' BELOW GRADE 0 © CONNECTION TO EXISTING 24" DI STA. 0 +49 NOT TO SCALE D11 FINAL CONFIGURATION NOTE: CITY CREWS TO MAKE FINAL CONNECTION TO EX. WATER MAIN PER CITY STANDARD PLAN 300.1. CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED BY THE CITY FOR FINAL CONNECTION, INCLUDING MEGALUG KITS FOR ALL JOINTS. 42" STEEL CAP, TYP. EACH END. AIRIVAC LINE ROUTED TO CURB PER PLAN, MAINTAINING CONSTANT RISE, TYP. PROVIDE: 0 24' STL FLANGED OUTLET (2) 24" DI ADAPTER (FLxRJ) WITH ISOLATION KIT PROPOSED SAMPLE WITH TEMPORARY 24" BLIND (1) 24" DI LONG BODY SLEEVE (RJxRJ) LINES TO BE ROUTED FLANGE, TYP. EACH END. (2) 24" DI SPOOL, LTF, TYP. 2 PLACES WITHIN EXISTING 8' HDPE CONDUIT 4" FLANGED OUTLET FOR AIRVAC CONNECTION, EX. 8' HDPE CONDUIT SEE DWG. NO. D14 FOR ADDITIONAL DETAILS. WITH EX. PVC TYP. OF 2 LOCATIONS CHEMICAL LINES ACCESS MANWAY WITH TESTING STATION, SEE DWG. NO. D14 FOR ADDITIONAL DETAILS. LOCATE EX. 12" DI WATERMAIN ACCESS MANWAY APPROX 10' FROM 24" OUTLET, AND VALVE VAULT, TYP. OF 2 LOCATIONS FROM WELL PW -9 y" COPPER TUBING IN T PVC CONDUIT WITH LONG RADIUS PVC CONDUIT SWEEPS, TYP. OF 2. INSTALL PER TRENCH DETAIL A %" TAP WITH CORP STOP, BALL VALVE OT7 1 AND CURB BOX. PROVIDE REDUCERS AS NECESSARY AND TRANSITION TO COPPER SAMPLE LINES. it PROVIDE: T.O.P. 3.5' BELOW GRADE — — _ — -- - -- (1) 24" DI TEE (RJxFL) WITH CONC. BLOCKING (1) 24" DI BUTTERFLY VALVE (FLxFL) (1) 24" DI LONG BODY SLEEVE, (RJxRJ) (1) 24" DI SPOOL, LTF (1) TEMPORARY 24" BLIND FLANGE j� �.�. FLOW -- PROVIDE: (1) 24" DI TEE (FLxFL) EXISTING 24' BUTTERFLY VALVE 24' BUTTERFLY VALVE. CONVERT TO (2) 24" DI BUTTERFLY VALVES (FLxFL) AND VAULT NORMALLY CLOSED VALVE AND INSTALL (2) 24" DI ADAPTER (FLxRJ) H VALVE MARKER PER (1) 24" DI LONG BODY SLEEVE, (RJxRJ) (2) 24" DI SPOOL, LTF DT2 (1) TEMPORARY 24" BLIND FLANGE o CONNECTION TO EXISTING 24" DI AT STA. 5 +08 AND BEGINNING OF THE CT PIPELINE D 2 NOT TO SCALE ......... f �I — EXISTING 24' DI WATERMAIN, J G TYR EXISTING 12" GATE VALVE. CONVERT TO h NORMALLY CLOSED VALVE AND INSTALL VALVE MARKER PER E PROVIDE: (1) 12' DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 12' DI LONG BODY SLEEVE (RJxRJ) (2)12' DI SPOOL, LTF EX. HYDRANT TEE PROVIDE: (1)12'X4' TAPPING SLEEVE (FL) WITH CONIC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 4" DI LONG BODY SLEEVE (RJxRJ) (2) 4" DI SPOOL, LTF EXISTING 12" CPEP DRAIN T.O.P. 5' -9" BELOW GRADE zL PROVIDE: (1)12 "x12" TAPPING SLEEVE (FL) WITH CONC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 T.O.P. 5.5' BELOW GRADE QQ o CONNECTIONS TO EXISTING 12" DI AT STA. 2 +80 NOT TO SCALE (b REVISED TO CONFORM TO CONSTRUCTION RECORDS xx! `� 9/23/13 RH2 ENGINEERING INC. DATE PROVIDE: (1) 4" DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 W- 358201 REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION SIGNER 11/13/12 SIGNER 11/13/12 ♦(UL r— it W W a =. ZZ� Q O `1 3W, aZ y S `' Ix J � 9 WQ=-` MI N E E R S NNER S NTISTS RH2 ENGINEERING. INC. http://www,t2.com mailbox&.h2com 1.8D0.720.8052 BELLINGHAM 360576.Oa36 454 West Horton Road BOTHELL a '951.s dd 22722 29th Drive SE, Suite 210 EAST WENATCHEE saB.ase�sao 300 Simon Street. Suite 5 RICHLAND soasa6s er 114 Columbia Point Drive, Suite C SILVERDALE 360.B76.7sso 2021 NW ahyre Rd. Suite 107 TACOMA a63. 17a.3o63 621 Pacific Avenue Suite 104 DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG oAm Sep 26, 2013 arcrr: REN LLC KMP 09/18/13 am xo.: 110 -093 BY REVIEW1 DATE reLBw[CTPW89—D—DE CO. w --s S'3 ' EXOTHERMIC WELD PIPE OR FITTING CATHODIC PROTECTION NOTES: 1. ALL WORK THIS SHEET SHALL BE INCIDENTAL TO THE PIPE INSTALLATION BID ITEM EXOTHERMIC WELD CAP, ELASTOMERIC FILLED COPPER SLEEVES AS REQUIRED i WIRE INSULATION NOTES: I 1. APPLY WELD CAP DIRECTLY TO PIPE, NOT TO PIPE WRAP. USE PRIMER AS REQUIRED BY THE MANUFACTURER. 2. COMPLETELY ENCLOSE WARE WITHIN WELD CAP. 3. REPAIR ANY DAMAGED COATING NOT COVERED BY WELD CAP. EXOTHERMIC WELD FOR DI AND STEEL PIPE FACTORY INSTALLED 1/2" DIA.. STEEL ROD. EXTEND ROD 1" ABOVE CONCRETE COATING. NO. 2 All STRANDED COPPER WIRE. 1 BOND WARE SHOWN, 2 REQUIRED. PROVIDE LOOP FOR SLACK. TAPE WRAP CIRCUMFERENCE OF FLANGES WITH 20 MIL PVC TAPE PYRAX G -10 / INSULATING WASHERS TYP. STEEL WASHERS WITH OVERSIZED ID TYP. PYRAX G -10 INSULATING SLEEVE, LENGTH TO EXTEND INTO THE STEEL WASHER ON EACH SIDE OF FLANGE INSULATING GASKET DIELECTRIC ISOLATION FLANGE JOINT DETAIL i GROUT BAND EXOTHERMIC WELD, WRAP ALL EY- EXPOSED METAL NTH PVC TAPE PORTLAND CEMENT GROUT TWO WIRES CAD WELDED OR MORTAR MIN 314" OR PIN BRAZED TO FLANGE OVER ALL BARE METAL. JOINT BOND FOR MORTAR COATED STEEL AND CONCRETE CYLINDER PIPE EXOTHERMIC WELD, WRAP ALL EXPOSED METAL WITH PVC TAPE PORTLAND CEMENT GROUT OR MORTAR MIN. 3/4" OVER ALL METAL FACTORY INSTALLED 1/2" DIA. STEEL ROD. EXTEND ROD 1' ABOVE CONCRETE COATING. EXOTHERMIC WELD FOR MORTAR COATED STEEL AND CONCRETE CYLINDER PIPE CATHODIC PROTECTION TESTING STATION, SEE DETAIL THIS SHEET. LOCATE TESTING STATION NEXT TO PIPELINE ACCESS MANHOLE, OUTSIDE OF VEHICULAR TRAVEL LANES ACCESS MANWAY CATHODIC PROTECTION TESTING STATION AT MANWAY PROVIDE BIG FINK DOUBLE COUPON TEST STATION BELOW GRADE IN MANHOLE NOT TO SCALE INSTALL FINK PROBE TEST STATION 6" BELOW MANHOLE LID - INSTALL 24" DIA., 36" DEEP PRECAST CONCRETE AREA DRAIN /MANHOLE (GRANITE PRECAST OR EQUAL) WITH 24" MANHOLE RISER AND LID (OLYMPIC FOUNDRY MH30 OR EQUAL) PROVIDE (2) #8 AWG STRANDED COPPER WARE CONNECTIONS W/ USE, HMWPE TYPE INSULATION. WELD TO PIPE PER EXOTHERMIC WELD DETAIL THIS SHEET INSTALL 6" PRECAST RING OVER 6' COMPACTED DEPTH OF CRUSH ROCK FOR SUPPORT DUAL COUPON FINK PLACE WITHIN P TEST PROBE OF PIPE SPRINGUNE CATHODIC PROTECTION TESTING STATION NOT TO SCALE TRANSITION FROM 4" DI TO 3" TYPE K COPPER AND ROUTE TO 3" AIRVAC ASSEMBLY NEAR PARKING LOT CURB. MAINTAIN CONSTANTLY RISING SLOPE FROM AIRVAC CONNECTION TO AIRVAC ASSEMBLY. APPROVED NATIVE OR SELECT BACKFILL STEEL WATERMAIN AIRVAC CONNECTIONPLAN B D14 1" LIFTING EYE, WELD TO CENTER OF BLIND FLANGE FUSION BONDED EPDXY COATED 30" STEEL BLIND FLANGE AND 30" STEEL FLANGED OUTLET AT PIPE CROWN FOR ACCESS MANWAY 4" DI 90' BEND (FLxFL) WITH 4" GATE VALVE (FLxFL) AND VALVE BOX (NOT ... SHOWN), SEE PLAN NEW THIS SHEET 4" STEEL FLANGED OUTLET AT PIPE CROWN FOR AIRVAC . ` " w" ASSEMBLY CONNECTION. 6• T-O' PROVIDE 6" THICK, 24" WIDE CLOSED CELL FOAM INSULATION PAD BETWEEN PIPE AND MANHOLE FOUNDATION AT PIPE CROWN, TYP. MIN. 6" COMPACTED DEPTH OF \/\ \ � CRUSHED SURFACING TOP COURSE UNDER MANHOLE FOOTING. CRUSHED RD CK 0 BE PLACED ON UNDISTUREEID r \:2 . \ \X \ \. NATIVE. ti . 00 In in nFv ACCESS MANWAY NOT TO SCALE 014 PIPE ZONE AND BEDDING PER TRENCH DETAIL 72" PRE -CAST OR CAST -IN -PLACE (SUBMIT SHOP DRAWINGS) MANHOLE RISER WITH INTEGRALLY CAST FOOTING AND FLAT TOP LID. PROVIDE PRE -CAST CONCRETE RINGS AS NEEDED TO ACHIEVE DEPTH REQUIRED BY WATERMAIN INSTALLATION. MANHOLE LID SHALL BE RATED FOR H -20 LOAD CAPACITY SHALL BE SET 6" BELOW FINAL GRADE. PROVIDE 30 "x6" MANHOLE ACCESS RING AND COVER. CENTER MANHOLE AND LID OVER WATERMAIN ACCESS MANWAY. MANHOLE LID TO BE EQUIPPED WITH CORROSION RESISTANT LIFTING EYES (MIN. 3) TO FACILITATE INSTALLATION AND REMOVAL FOR MAINTENANCE. PRE -CAST CONCRETE RINGS AS NEEDED, 16" MAX. HEIGHT 6, -0" �. 8" (TYP.) T -0" 1q 18" (TYP.) ACCESS MANWAY AND AIRVAC CONNECTION 8 NOT TO SCALE D14 SIGNED. 11113112 SIGNED 11/13/12 ±. \w /'A.+ STEEL WATERMAIN PIN G I N E E ORS PLANNER S SCIENTISTS RH2 ENGINEERING, INC. httP: / /www,m2.com maJbor@,h2.com 1.800.720.8052 BELLINGHAM 360676.0836 454 West Horton Road BOTHELL azs.ss,.sa6o 22722 Stith Drive SE, Suite 210 EAST WENATCHEE s68.ee6.aew 300 Simon Street, Suite 5 RICHLAND sosvaas,eT 114 Columbia Point Drive, Suite C SILVERDALE 360876.796D 2021 NW dhyre Rd. Suite 107 TACOMA xs3.a�zsos8 621 Pacific Avenue Suite 104 SCALE: SHOWN W=358208 0 1 REVISED TO CONFORM U TO CONSTRUCTION RECORDS 0 X�/ ` 9/23/13 A RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG w aOT: 1 Dw NO. Z ENDNM KRS D14 � KMP a DATE' Sep 23, 2013 6 `' w n T REN W LLC CC p 9/23/13 - -: 110-093 14 BY REVIEW DATE W ��. a a ca��a Z cI`7 Q Z = WJ Z a� WW Q w z d D cti a aory -o ►� OC a W w W U STEEL WATERMAIN PIN G I N E E ORS PLANNER S SCIENTISTS RH2 ENGINEERING, INC. httP: / /www,m2.com maJbor@,h2.com 1.800.720.8052 BELLINGHAM 360676.0836 454 West Horton Road BOTHELL azs.ss,.sa6o 22722 Stith Drive SE, Suite 210 EAST WENATCHEE s68.ee6.aew 300 Simon Street, Suite 5 RICHLAND sosvaas,eT 114 Columbia Point Drive, Suite C SILVERDALE 360876.796D 2021 NW dhyre Rd. Suite 107 TACOMA xs3.a�zsos8 621 Pacific Avenue Suite 104 SCALE: SHOWN W=358208 0 1 REVISED TO CONFORM U TO CONSTRUCTION RECORDS 0 X�/ ` 9/23/13 A RH2 ENGINEERING INC. DATE Qj REVISED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION c,b 7 -w _ 3 sE` "ad DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG aOT: 1 Dw NO. ENDNM KRS D14 � KMP DATE' Sep 23, 2013 SHEET No n T REN LLC KMP 9/23/13 - -: 110-093 14 BY REVIEW DATE nrnuae CTPW89 —D— DETAILDWG c,b 7 -w _ 3 sE` "ad PROPOSED SAMPLE LINES FROM PRE -AND POST-SAMPLE TAPS. CEDAR RIVER PARK WELL PW -9 PROPOSED SAMPLE LINE NOT TO SCALE CONNECT PROPOSED 2 CONDUCTOR SHIELDED CABLES FROM PROPOSED CHLORINE ANALYZERS TO EXISTING TERMINAL BLOCKS 133,134,136 AND 137. EXISTING DISTRIBUTION PANEL RELOCATE EXISTING WALL FURNISHINGS AS NEEDED TO MOUNT ANALYZERS. COORDINATE WITH CITY REGARDING LOCATION OF ANALYZERS AND RELOCATED WALL FURNISHINGS. PROPOSED INSTRUMENTATION CONDUIT TO JUNCTION BOX, TYP. PROPOSED POWER CONDUIT TO PROPOSED JUNCTION BOX, TYP. PROPOSED CHLORINE ANALYZERS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. DIRECT OUTPUT OF PROPOSED CHLORINE ANALYZER DRAIN LINE TOWARDS EXISTING FLOOR DRAIN v CEDAR RIVER PARK WELL PW -9 EXISTING DISTRIBUTION PANEL AND PROPOSED CHLORINE ANALYZER CEDAR RIVER PARK WELL PW -9 EXISTING TELEMETRY PANEL EXISTING TELEMETRY PANEL "RTU ". CONNECT (2) PROPOSED 2 CONDUCTOR SHIELDED CABLES FROM PROPOSED CHLORINE ANALYZERS TO EXISTING TERMINAL BLOCKS 133,134,136 AND 137. REWIRE EXISTING ANALOG INPUT WIRES BETWEEN TERMINAL BLOCKS AND EXISTING ANALOG INPUT CARDS AS NECESSARY FOR A SOURCED ANALOG INPUT. CEDAR RIVER PARK WELL PW -9 EXISTING FLOOR DRAIN PROPOSED CHLORINE ANALYZERS AND MANUAL SAMPLE STATION PROPOSED b GRS POWER CONDUIT CONTAINING (2) - #12, (1) - #12 GND THHN CONDUCTORS PROPOSED JUNCTION BOX _I I PROPOSED % " GRS INSTRUMENTATION CONDUIT FROM PROPOSED CHLORINE ANALYZER TO EXISTING TELEMETRY PANEL CONTAINING (2) - 2 CONDUCTOR SHIELDED CABLE PROPOSED % " GALVANIZED RIGID STEEL (GRS) POWER CONDUIT FROM PROPOSED CHLORINE ANALYZER TO EXISTING DISTRIBUTION PANEL CONTAINING (2)-#12, (1)- #12GND THHN CONDUCTORS. PROPOSED SAMPLE LINES FROM SAMPLE TAPS. SEE SITE PLAN FOR CONTINUATION. CONNECTION OF SAMPLE LINE TO CHLORINE ANALYZER SIMILAR TO DETAIL ep D22 ROUTE SAMPLE LINES OVER MCCs WITHIN 3" PVC CONDUIT WITH LONG RADIUS BENDS PROPOSED CHLORINE ANALYZER DRAIN LINE. ROUTE DRAIN TO EXISTING FLOOR DRAIN, SECURE DRAIN LINE TO FLOOR. CONNECTION OF DRAIN LINE TO CHLORINE ANALYZER SIMILAR TO DETAIL A D22 PROPOSED i" GRS POWER CONDUIT CONTAINING (2) - #12, (1) - #12 GND THHN CONDUCTORS r PROPOSED 34" GRSINSTRL CONDUITS CONTAINING (1 2 CONDUCTOR SHIELDED LOCATION OF DISTRIBUTION PANEL "DP" EXISTING MOTOR CONTROL CENTER. CONNECT PROPOSED CHLORINE ANALYZER TO EXISTING SPARE 20A CIRCUIT BREAKER # 10 IN EXISTING DISTRIBUTION PANEL. EXISTING 8" HDPE CHEMICAL CONDUIT i ID "., .... :AIN CEDAR RIVER PARK WELL PW -9 PLAN VIEW Y Y 1/2 " =1. REVISED TO CONFORM TO CONSTRUCTION RECORDS D 0 9/23/13 Q RH2 ENGINEERING INC. DATE v RENSED TO CONFORM TO CONSTRUCTION RECORDS NO. REVISION 209 LLC 'MP 9123/1. REVIEW BY REE DATE SIGNS& 11/13/12 SIGNER 11/1x112 ♦ (r�L J Q v H V 1► C;; w M' w W w 3O w rw, Z� Q a W °•� w �3�.Zg IX LU 06 Z pa �aop- U Inc -i Q as Lu W a oc a O w U ENGINEER S PLANNERS SCIENTISTS RH2 ENGINEERING, INC. h Hp: / /""wrh2,com ramlbaxQQLC= 1.800.720.8052 BELLINGHAM 38o6/6.0836 454 West Horton Road BOTHELL <zsssrsaoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE 5os.sas.2e00 300 Simon Street, Suite 5 RICHLAND sossassrei 114 Columbia Point Drive, Suite C SILVERDALE 3"876.7960 2021 NW Mhyre Rd, Suite 107 TACOMA 2x 2723059 621 Pacific Avenue Suite 104 DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" 1011C Rai: 1 ONO NO ENO NM ZLB D16 ISNEME6 CMR D "'E: Sep 26, 2013 sNEEETT N0. wHr REN m No.: 110-093 /i4 CONSTRUCTION LIMITS -- / CONSTRUCTION ENTRANCE PROVIDE 15' WIDE PARKING AREA AND EXTEND SOUTHWEST EDGE OF PARKING AREA TO TREELINE 12 � ^ � — FLOW IN 'lei 45 -- / T e (� — — — — JT' rt C 7 ,HEM 8" HDPE CHEM 8" HDPE CHEM ��— "HDPE CHEM °HDPE CHEM 46 ss ss n s' PVC ss a" Pvc ss — ._ s° r7�c Ss i;. E,;c s� e" PVC ss - TEL EL TEL TEL TEI_ TEL TEL L— TEL - -� W W W. W ". W .W W W W W x,— 45 40 35 30 28 HOUSER WAY Ea CT PIPELINE PLAN EXISTING GROUND PROFILE ALONG PROPOSED WATER H: 1" = 15' MAIN ALIGNMENT NOTES /DETAILS 1. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE RESTRAINED JOINT WITH CONC BLOCKING, U.N.O. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. EW -3 a l"t 2. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY 1s7 7 WELL E O PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR BLDG 'GvO ADDITIONAL INFORMATION. RESTORE BALLFIELD FENCE, WOOD BORDER, AND DIRT OUTFIELD TO EXISTING OR BETTER CONDITION. 0 SIGNER 111lf3112 v 3 CITY OF RENTON PARK DEPARTMENT IRRIGATION SYSTEM METER AND PETT a °d ~I BACKFLOW PREVENTION VALVE VAULT. CONTRACTOR SHALL COORDINATE WITH C TRACT R TO SAWCUT 12" K FROM CURRENT DRIVEWAY � PARKS DEPARTMENT TO LOCATE AND MINIMIZE DISTURBANCE TO IRRIGATION E. TAC DRIVEWAY EDGE SYSTEM. CONTRACTOR SHALL REPAIR AND RESTORE IRRIGATION SYSTEM TO 10 A D OBTAI CITY APPROVAL �s EXISTING OR BETTER CONDITION AND IN ACCORDANCE WITH PARKS DEPT. 41 �^ REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. P OR TOP VING. i w 4 T.0 .4' 6" DEEP ® ® CONTRACTOR TO ROUTE PRE -CT SAMPLE LINE WITHIN T PVC CONDUIT FROM ° CONT CTOR TO RESTORE SOD AND THE BEGINNING OF THE CT PIPELINE TO THE PROPOSED CHLORINE RESIDUAL SIGNER 11/13/12 16 PROVIgqE 4' WIDE PLANTER STRIP ANALYZER WITHIN THE EW -3 WELL BUILDING. SAMPLE LINES TO BEY21 n, g WITH L(1NDSCAPING BARK ALONG POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO c' OUTHIIEAST SIDE OF DRIVEWAY. COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. SEE DWG NO. D22 r C 1 O� / FOR ADDITIONAL INFORMATION, INSTALL CONDUIT WITH LONG RADIUS SWEEPS, ` JY 8 24'00'04" W SEAL BOTH ENDS WITH REMOVABLE CAP, AND PROVIDE SPARE PULL CORD FOR o FUTURE USE. S 23 °54'51 W _ 400.00' EXTEND AIRVAC ASSEMBLY TO FENCELINE AND INSTALL PER CITY OF RENTON o STANDARD PLAN NO.340.4. DO NOT INTERFERE WITH GATE OPERATION. T `L �� -45 © EX. STADIUM LIGHTING SYSTEM, DO NOT DISTURB. lV �y ° D ❑7 EX. ARBORVITAE AND LANDSCAPED AREA, TO BE RESTORED TO EXISTING OR BETTER CONDITION. SEE DWG NO. D21 FOR ADDITIONAL INFORMATION. W 0 ® EX. BUILDING SEWER, DEPTH UNKNOWN. CONTRACTOR TO POTHOLE AND J W W PROTECT DURING CONSTRUCTION. O 09 EX. POWER, CONTRACTOR TO COORDINATE WITH CITY AND POWER UTILITY TO M W a TEMPORARILY DE- ENGERIZE POWER FEED TO WELL BUILDING AS NEEDED FOR , CONSTRUCTION. W M Z 10 PAVEMENT RESTORATION. PROVIDE PERMANENT TRENCH PATCH PER Q a W Q DETAIL . MATCH EXISTING PAVEMENT THICKNESS. QZ DT2 Z LU J W CONNECTION TO EXISTING. FITTING LEGEND Z 3 O. SEE FOR DETAILS. tO 0+89.5, �► IJJ APPROX. STA. 11.1' R, PROVIDE: 20 APPROX. STA. PROVIDE: W � W D21 (1) -10" DI CONCAVE VERT 45" BEND (1) -10" DI CONCAVE VERT 45° BEND Cc W I- Z 5 9O APPROX. STA. 1+13.2,21.6'R, PROVIDE: 10 APPROX. STA. 1+18.6,31.6'R, PROVIDE: LLI (1) -10" DI 45" BEND (RJxRJ) (1) -10" DI 45' BEND (RJxRJ) m (1) -10" x 12" DI REDUCER (RJxRJ) (1) -10" x 12" DI REDUCER (RJxRJ) J (1) -12" x 24" DI REDUCER (RJxRJ) (1) -12" x 24" DI REDUCER (RJxRJ) (1) - 24" DI VERTICAL CROSS (RJxFL), (1) - 24" DI VERTICAL CROSS (RJxFL), FOR POLYPIGGING PER CITY STANDARD FOR POLYPIGGING PER CITY STANDARD PLAN 300.5 PLAN 300.5 (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT 8 (1) -24" DI RJ PIPE, LENGTH TO FIT (1) -24" DI RJ PIPE, LENGTH TO FIT 0�71 N E E ORS (1) -2 "AIR RELEASE & VACUUM VALVE (1) -2 "AIR RELEASE & VACUUM VALVE PLANNERS WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� (FLxFL) ( it I 40 _ __ W X (1) -10" DI VERTICAL CROSS (FLxFL), ( (1) -10" DI VERTICAL CROSS (FLxFL), FO Z I 06 ► X � O c 53" d FOR POLYPIGGING PER CITY P POLYPIGGING PER CITY STANDARD P O ► a � a 1i ' -0.50% ~ f (1) -10" DI ADAPTER (RJxFL) ~ X Q lnN a 2 V –0.477 • (1) -10" DI FLANGE COUPLING ADAPTER a U N N > >" L O� Y WITH SHACKLE RODS, SEE DWG NO. D21 W WITH SHACKLE RODS, SEE DWG NO. D21 U C U Q PO W t0 w - -- - -- - FOR ADDITIONAL INFORMATION. W W Q Q d a 5O APPROX. STA. 1+01.7, 11.1' R, PROVIDE: © © A APPROX. STA. 1+01.7,143 R, PROVIDE: " U_\ _� d (1) -10" DI 45° BEND (RJxRJ) 8 ( k (1) -10" DI 450 BEND (RJxRJ) ® a a ZD �¢ JC7 H J�� O, rn H r rn OC6M �¢w Ooc°Dn ^js 30 OHJ OH-� r S N W 2 A W 11 2 5' 200' 100' 5 9O APPROX. STA. 1+13.2,21.6'R, PROVIDE: 10 APPROX. STA. 1+18.6,31.6'R, PROVIDE: LLI (1) -10" DI 45" BEND (RJxRJ) (1) -10" DI 45' BEND (RJxRJ) m (1) -10" x 12" DI REDUCER (RJxRJ) (1) -10" x 12" DI REDUCER (RJxRJ) J (1) -12" x 24" DI REDUCER (RJxRJ) (1) -12" x 24" DI REDUCER (RJxRJ) (1) - 24" DI VERTICAL CROSS (RJxFL), (1) - 24" DI VERTICAL CROSS (RJxFL), FOR POLYPIGGING PER CITY STANDARD FOR POLYPIGGING PER CITY STANDARD PLAN 300.5 PLAN 300.5 (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -10" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT (1) -12" DI RJ PIPE, LENGTH TO FIT 8 (1) -24" DI RJ PIPE, LENGTH TO FIT (1) -24" DI RJ PIPE, LENGTH TO FIT 0�71 N E E ORS (1) -2 "AIR RELEASE & VACUUM VALVE (1) -2 "AIR RELEASE & VACUUM VALVE PLANNERS WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� (FLxFL) ( (FLxFL) j ji a a Y Y W W (1) -10" DI VERTICAL CROSS (FLxFL), ( (1) -10" DI VERTICAL CROSS (FLxFL), FO Z O 0 06 ► Z 5 53" d FOR POLYPIGGING PER CITY P POLYPIGGING PER CITY STANDARD P O ► a a 3 y ~ (1) -10" DI ADAPTER (RJxFL) ( (1) -10" DI ADAPTER (RJxFL) ~ a 2 V (1) -10" DI FLANGE COUPLING ADAPTER ( (1) -10" DI FLANGE COUPLING ADAPTER a U N N > >" L 2 V Y WITH SHACKLE RODS, SEE DWG NO. D21 W WITH SHACKLE RODS, SEE DWG NO. D21 U FOR ADDITIONAL INFORMATION. F FOR ADDITIONAL INFORMATION. W W Q Q d 5O APPROX. STA. 1+01.7, 11.1' R, PROVIDE: © © A APPROX. STA. 1+01.7,143 R, PROVIDE: d (1) -10" DI 45° BEND (RJxRJ) 8 ( (1) -10" DI 450 BEND (RJxRJ) ® a a WESTERN HALF OF CT PIPELINE 0 20 ASSEMBLY ASSEMBLY SCIENTISTS 1O APPROX STA 3 +39 5 047-D PROVIDE APPROX STA 3 +39 5 14710 PROVIDE CONNECTION TO EXIS SEE FOR DET D21 - -- I - -- - --- � - --- -- -- FA O50 _ x • 2 X Q O W O.00x 0.6 I% 000? 30 '1 Z rr,n.,a. d o v rnl f rE o9Q— N . N a IrI J� JN QN Jr w- 1—�N 1--CDN i ZN ° Z� °` O< a,m OEMO�� 3M - N °� ¢w ¢w 0 Of WOH-J 11 OHS OFD _ ;w xmw mcow mi 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 2 30 NOTE WATER MAIN PROFILE SHOWN ALONG PIPE CENTERUNF HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE CASTE,i V tlALC VC l:I I"IFAM 'i CT PIPELINE PROFILE H: 1 " =15', V: 1 " =5' 45 3 . , , 15 , RH2 ENGINEERING. INC. 1 - 24" x 24" DI 90" BEND RJxRJ 1 - 24" x 24" DI 90" BEND RJxRJ http://www.rh2com TING. O (RJxRJ) O (RJxRJ) mailbox&rh2.com 1.800.720.8052 AILS. BELLINGHAM 360.67eo836 16 APPROX. STA. 0 +82.7,12.3' R, PROVIDE: 454 West Horton Road (1)- CONNECTION TO EXISTING 10 "DI, BOTHELL. azsss,soo SEE DWG NO. D21 FOR DETAILS 22722 29th Drive SE. Suite 210 40 EAST PIPE LEGEND 3O APPROX 13 LF of 10" DI RJ PIPE ® APPROX 12 LF of 10" DI RJ PIPE O7 APPROX 15 LF of 10" DI RJ PIPE 35 ® APPROX 24 LF of 10" DI RJ PIPE WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� WENATCHEE sos ees.zsoo 300 Simon Street Suite 5 RICHLAND e..'..0 ier liar Columbia Point Drive, Suite C SILVERDALE 360 e>c.wso 2021 NW Idhyre Rd, Su1te 107 TACOMA zas.2723059 621 Pacific Avenue Suite 104 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 11 APPROX 226 LF of 24 DI RJ PIPE SCALE: SHOWN 10000000000i ig 12 APPROX 221 LF of 24" DI RJ PIPE 1. 14 APPROX 10 LF of 24" DI RJ PIPE REVISED TO CONFORM D DRAWING IS NOT TO SCALE Z" TO CONSTRUCTION RECORDS IF BAR IS NOT 2" LONG 30 x�9" 9/23/13 �p,E�_KRS pQQ 28 RH2 ENGINEERING INC. DATE IRNEAFD: KMP 5 0' 580' 0 oaiG Feb 14, 2014 91£i N0 iERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE "f 0 (KNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY Q2 REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP 9/18/13 a T REN 1 AVOID CONFUCT THIS MAY REQUIRE ADDITIONAL EXCAVATION AND PIPE AND FITTING DEFLECTION WHICH SHALL BE Qj RH2 INITIATED RFI #001.0 KRS KMP 3/1/13 .ae xo: 110 -093 1q CIDENTAL TO THE PROJECT. PRONDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. N0. REVISION I BY IREVIEW1 DATE I 'i CTEW3– D– PLAN.DWG 101 vN . 3 g S -a-1 6 G n t o� 101 vN . 3 g S -a-1 6 G n t o� PRE NO PROVIDE (PER PLAN): (2) 24' DI VERTICAL CROSS (MJxFL) AND EXISTING MAN GATE EXISTING LANDSCAPING BARK EXISTING 24" CONCRETE STORM DRAIN 0 T.O.P. = 43.8' EXISTING 8" HDPE CHEM LINE A T.O.P. = 40.8' SEE DWG NO. D22 FOR CONTINUATION INTO BUILDING EW -3 WELL BUILDING %" COPPER PIPE IN 3" PVC CONDUIT WITH LONG RADIUS PVC CONDUIT SWEEPS. INSTALL PER TRENC DETAIL A 3/" TAP WITH CORP STOP, BALL VALVE AND CURB BOX. PROVIDE REDUCERS nc uoneeenov nun ronucinn ", rn o CONNECTION TO EXISTING 1011 DI AT STA 0 +83 EXISTING WATE PIN, � P. f,41 *111[ TijFPk[el"M LOCATION OF PROPOSED AIR VAC VENTS % •®RM 2 TS ' •dim z��" , C- CT PIPELINE APPROXIMATE EXTENTS OF EX. FENCE AND ARBORVITAE TO BE REMOVED AND RESTORED. TESTING CONFIGURATION PROVIDE FLxPE SPOOL WITH FICA AND SHACKLE RODS FINAL CONFIGURATION SECTION NOT TO SCALE EXISTING 1" ELEC. CONDUIT T.O.P. = 41.8' EXISTING 4" ELEC. CONDUIT T.O.P. = 40.2'0 FINAL CONFIGURATION NOTE: CITY CREWS TO MAKE FINAL CONNECTION TO EX. WATER MAIN PER CITY STANDARD PLAN 300.1. CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED BY THE CITY FOR FINAL CONNECTION, INCLUDING MEGALUG KITS FOR ALL JOINTS. PROVIDE: (2)10'x10" DI TEE (FLxFL) (2)10' DI ADAPTER (FLxRJ) (3)10' DI GATE VALVES (FLxFL) (2)10' DI SPOOL, LTF (2)10' LONG BODY SLEEVE (RJxRJ) (2)10" DI 45° VERTICAL BENDS (FLxFL) (2) TEMPORARY 10" BLIND FLANGES FOR TESTING SIMILAR TO CITY STANDARD PLAN 300.4 EXISTING 8' SIDE SEWER ENCASED IN CONCRETE THRUST BLOCK T.O.P. - 40.T zt EXISTING 1" WATER SERVICE T.O.P. = 41.9,1 PROVIDE (PER PLAN): (2)10' DI 45" VERTICAL BENDS (FLxFL) (2)10" DI VERTICAL CROSS (FLxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.4 (SIM.) (2)10" DI ADAPTER (FLxRJ) (2) TEMPORARY 10' BLIND FLANGE WITH 2" BLOWOFF ASSEMBLY I'© EX. HEDGE. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING ARBORVITAE D20 PYRAMIDALIS AS NEED TO CONSTRUCT WATERMAIN (APPROX.10' LENGTH). CONTRACTOR SHALL PROVIDE AND RESTORE ARBORVITAE PYRAMIDALIS WITH NEW HEALTHY 8' OR GREATER SPECIMENS (EMERALD GREEN SPECIES). PLANT / TREES AT BE 4' O.C. IER TO REMOVE PLANTS WITHIN THIS AREA : ONTRACTOR TO RESTORE PLANTING BED RK MOUNDED OVER 12" OF TOPSOIL REVISED TO CONFORM TO CONSTRUCTION RECORDS 9/23/13 M2-ENGINEERING INC. DATE W- 358211 SIGNER 11/19/12 SIGNER 11/12/12 MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG Will Fa z M 3� W ¢ _� a H caW ° 9L Q a ZZ� Cc m a Q W _O 4� O W 3 U z MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG Will Fa z C6 ? ¢ V 9L Q a Cc m a J = c m J MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG VENT TO ATMOSPHERE PROPOSED SAMPLE FLOW REGULATOR. INSTALL A MIN. OF 24' ABOVE CHLORINE ANALYZER. 0 PROPOSED PRE-CT CHLORINE ANALYZER 0 EXISTING POST -CT CHLORINE 1 ANALYZER & MANUAL SAMPLE TAP STATION nztll Y2' PVC DI PROPOSED Y2' PE SAMPLE LINE FROM SAMPLE TAP, SEE SITE PLANS FOR CONTINUATION. TRANSITION TOY' PE TUBING WITHIN BUILDING PROPOSED 1' SCH. 40 PVC DRAIN LINE FROM PROPOSED CHLORINE ANALYZER TO EXISTING FLOOR DRAIN CORE DRILL 3' DIA. HOLE THROUGH CMU WALL ABOVE BOND BEAM FOR SAMPLE LINE. SEAL PENETRATION WATER TIGHT WITH FOAM INSULATION. CONTRACTOR- FABRICATED ENCLOSURE NOTES 1. CONTRACTOR TO PROVIDE SECURE WEATHER -TIGHT ENCLOSURE WITH HINGED ACCESS PANEL AND HIGH-SECURITY LOCKING HASP. ENCLOSURE TO BE CONTRACTOR -DESIGNED AND FABRICATED FROM TYPE 304 STAINLESS STEEL (MIN.16 GAUGE). TOP OF ENCLOSURE TO BE SLOPED TO DRAIN. 2. CONTRACTOR TO SIZE ENCLOSURE BASED ON FIELD CONDITIONS. 3. ENCLOSURE TO BE SECURELY ATTACHED TO THE EXISTING CMU WALL WITH ADHESIVE ANCHORS (HILTI OR EQUAL) LOCATED WITHIN THE ENCLOSURE. 4. PROVIDE 6' THICK REINFORCED CONCRETE PAD UNDER ENCLOSURE, SLOPE TO DRAIN AWAY FROM BUILDING. PROVIDEY2' PJF AT EX. WALL. 5. INSULATE INTERIOR OF ENCLOSURE WITH EXTRUDED POLYSTYRENE RIGID FOAM INSULATION. PROPOSED POWER CONDUIT FROM EXISTING PROPOSED CHLORINE ANALYZER DISTRIBUTION PANEL TO EXISTING DISTRIBUTION PANEL Q PROPOSED (AND EXISTING BEHIND PUMP) CHLORINE ANALYZER PROPOSED DRAIN LINE FROM PROPOSED CHLORINE ANALYZER TO EXISTING FLOOR DRAIN EXISTING FLOOR DRAIN PROPOSED 1/4" PVC BALL VALVE r i PROPOSED CHLORINE ANALYZER STRAINER PROPOSED)/2" PVC BALL VALVE PROPOSED INSTRUMENTATION EXISTING TELEMETRY PANEL. INSTALL PROPOSED INSTRUMENTATION CONDUIT FROM PROPOSED TERMINAL BLOCKS IN EXISTING TELEMETRY CONDUIT FROM PROPOSED CHLORINE ANALYZER TO PANEL FOR TERMINATING FIELD WIRE FROM CHLORINE ANALYZER TO EXISTING TELEMETRY PANEL. PROPOSED CHLORINE ANALYZER. CONNECT EXISTING TELEMETRY PANEL. PROPOSED WIRE FROM PROPOSED TERMINAL BLOCKS TO EXISTING SPARE ANALOG INPUT. LIBERTY PARK WELL EW -3 PROPOSED CHLORINE ANALYZER NOT TO SCALE PROPOSED % "GRS INSTRUMENTATION CONDUIT FROM PROPOSED CHLORINE PROPOSED CHLORINE ANALYZER TO EXISTING TELEMETRY LOCATION OF EXISTING ANALYZER PANEL CONTAINING (1)- 2CONDUCTOR DISTRIBUTION PANEL SHIELDED CABLE PROPOSED CHLORINE Al PROPOSED 1/4" BRASS BALL VALVE ANALYZER DRAIN LINE l /1 SECURE AND ROUTE DRAIN 12" SQ. LINE ALONG WALL TO DRAIN ✓% ~ MIN. —�I PROPOSED LOCKING HASP T I PROPOSED PVC CAP, INSTALL LOOSE WITH ADDITIONAL PULL CORD FASTEN TO INSIDE. PROPOSED CONTRACTOR- FABRICATED ENCLOSURE, SEE NOTE FOR ADDITIONAL INFORMATION. PROPOSED CONCRETE PAD �T CONTRACTOR TO POTHOLE TO DETERMINE LOCATION OF UTILITIES AND PERIMETER DRAIN. DEPTH OF 3" PVC CARRIER CONDUIT MAY BE REDUCED NEAR BUILDING TO 18" AS NEEDED TO AVOID EX. UTILITIES AND TO MINIMIZE DISTURBANCE TO BUILDING FOUNDATION. LIBERTY PARK WELL EW -3 PROPOSED CHLORINE ANALYZER SAMPLE AND DRAIN LINE ROUTING A D22 LIBERTY PARK WELL EW -3 EXISTING TELEMETRY PANEL NOT TO SCALE EXISTING MOTOR CONTROL CENTER EXISTING TELEMETRY PANEL INSTALL PROPOSED 20A,1 -POLE CIRCUIT BREAKER IN EXISTING DISTRIBUTION PANEL. l� CONNECT PROPOSED CHLORINE ANALYZER TO PROPOSED CIRCUIT BREAKER. �T CONTRACTOR TO POTHOLE TO DETERMINE LOCATION OF UTILITIES AND PERIMETER DRAIN. DEPTH OF 3" PVC CARRIER CONDUIT MAY BE REDUCED NEAR BUILDING TO 18" AS NEEDED TO AVOID EX. UTILITIES AND TO MINIMIZE DISTURBANCE TO BUILDING FOUNDATION. LIBERTY PARK WELL EW -3 PROPOSED CHLORINE ANALYZER SAMPLE AND DRAIN LINE ROUTING A D22 LIBERTY PARK WELL EW -3 EXISTING TELEMETRY PANEL NOT TO SCALE EXISTING MOTOR CONTROL CENTER EXISTING TELEMETRY PANEL NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS xx` L 9/23/13 52 ENGINEERING INC. DATE U REVISED TO CONFORM TO CONSTRUCTION RECORD NO. i REVISION SIGNEk 111131ffi? SIGNS& » ,43,42 ♦(r�L M to 3� LU OM W Oza Z� C v� L a LL Y LU Fn OcnwZ cc ya aa a U (/� i IIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN BLUE WATER WARNING TAPE r CENTERED OVER EACH CONDUIT I IN TRENCH (TYR) I, FINISH SURFACE PER PLAN COVER OVER HIGHEST CONDUIT CONDUIT PER SITE PLAN. IN TRENCH MINIMUM DEPTH BELOW BOTTOM OF DEEPEST SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9 -03.13 CONDUIT INSTALLED IN TRENCH TYPICAL CONDUIT TRENCH DETAIL e NOT TO SCALE EXISTING GRADE LECT NATIVE MATERIAL SUBJECT TO ENGINEER APPROVAL, MPACTED TO 95% UNDER PAVED AREAS, 90% OTHER EAS BASED ON MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST. X. 6" LIFTS ALLOWED WITHIN PAVED AREAS UNLESS IT IS MONSTRATED THAT COMPACTION REQUIREMENTS CAN BE T WITH 12" LIFTS. 12" LIFTS ALLOWED IN OTHER AREAS. REDUCE LIFTS TO 6' MAX. WITHIN PIPE ZONE. ERE NO SUITABLE NATIVE MATERIAL IS AVAILABLE, NTRACTOR SHALL BACKFILL ABOVE THE SPRINGLINE WITH TRENCH BACKFILL PER THE SPECIFICATIONS. BED PIPE USING GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SECTION 9.03.12(3) OF THE STANDARD SPECIFICATIONS, SUBJECT TO APPROVAL BY ENGINEER AND COMPACTED IN 6" MAX. LIFTS TO 95% DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST. PIPE COVER (H. Hw) MIN. COVER REQUIRED OVER ALL PIPE (H) — PIPE DIA. = ALL 3.5 —FT, U.N.O. NOTES: 1. DEEPER EXCAVATION MAY BE REQUIRED DUE TO LOCALIZED BREAKS IN GRADE OR TO INSTALL THE PROPOSED PIPE UNDER EXISTING UTILITIES AND WILL BE INCIDENTAL TO THE CONTRACT. 2. WHERE THE PROFILE OF THE PIPELINE AND GROUND SURFACE IS SHOWN ON THE PLANS, THE PIPELINE SHALL BE CONSTRUCTED TO THE ELEVATIONS SHOWN REGARDLESS OF DEPTH. 3. THE LOCATION OF THE BLOW —OFF (LOW POINTS) AND AIR VALVE (HIGH POINTS) ASSEMBLES ARE SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CONTINUOUSLY FALLING PIPE SLOPE THE CONTRACTOR SHALL NOT CREATE LOCAL HIGH OR LOW POINTS EXCEPT WHERE SPECIFICALLY DETAILED IN THESE PLANS OR DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE, CREATION OF A LOCAL HIGH OR LOW POINT WOULD MATERIALLY AFFECT THE OPERATION OF THE PROPOSED SYSTEM AND WALL THEREFORE REQUIRE THAT THE PIPELINE BE REMOVED AND REINSTALLED WITHOUT A LOCAL HIGH OR LOW POINT AT THE CONTRACTOR'S EXPENSE WHERE IMPORT MATERIALS REQ'D MAX. PAY WIDTH = Bd + 24" SEE APPROPRIATE RESTORATION DETAIL FOR SURFACE RESTORATION IT 10' MIN.* FROM 36" MIN. FROM PARALLEL OTHER UTILITIES �ANITARY SEWER 18" MIN* ABOVE SANITARY SEWER CROSSING TRENCH CLEARANCES D H, MIN DEPTH PER PLAN *WHERE MIN. CLEARANCE BETWEEN POTABLE WATER AND SEWER CAN NOT BE ACHIEVED, THE SEWER SHALL BE CONCRETE ENCASED PER CITY STANDARDS. CONCRETE ENCASEMENT SHALL EXTENDED MIN. 10' EACH WAY FROM THE POINT OF THE UTILITY CROSSING. WHERE WATER AND SEWER ARE INSTALLED PARALLEL, CONCRETE ENCASEMENT SHALL BE FULL LENGTH. LOCATING MARKING TAPE, LOCATE 12" ABOVE TOP OF PIPE. COMPACT BEDDING AND BACKFILL WITH HAND OPERATED MECHANICAL COMPACTOR TO 1 —FT ABOVE PIPE CROWN, HOE PACK MAY BE USED PIPE ZONE ABOVE 1 —FT. CONTRACTOR SHALL I NOT DAMAGE PIPE. Hb FOUNDATION 'D FOR UNSTABLE SOI S1, SEER PPE ZONE NOTE 2 \� MAX NATIVE IN —SITU MATERIAL 12" Bd WHERE DIRECTED BY THE ENGINEER, PROVIDE A LAYER OF NON —WOVEN GEOTEXTILE, MIRAR IIIN OR AS SEPARAON TYPICAL TRENCH DETAIL FOUNDATION EQUAL AND NnSITU,BETWEEN NOT TO SCALE TRENCH NOTES PIPE ZONE DIMENSIONS (Hb. Ht. Bd) MIN. DEPTH OF BEDDING UNDER ANY PORTION OF PIPE (Hb) — STABLE SOILS CONSISTING OF NATIVE 3 —IN SANDS AND GRAVES UP TO 3' DIA. — ROCK EXCAVATION (ANY ROCK OR 6 —IN GRANULAR MATERIAL OVER 3" DIA.) — CLAY, PEAT, SILT, OR OTHER 1 —FT UNSUITABLE MATERIAL (SEE NOTES) MIN. HEIGHT OF PIPE ZONE BACKFILL OVER PIPE (Ht) — PIPE DIA. <= 24" 6 —IN MAX. TRENCH WIDTH AT PIPE ZONE (Bd) — PIPE DIA. = 4' — 36" PIPE O.D. + 18" NOTES: 1. ALL CLAY, ORGANICS, ROCKS OVER 6" IN DIAMETER, PEAT, WET SILTS, DEBRIS AND OTHER SUCH MATERIALS IDENTIFIED BY THE OWNER'S REPRESENTATIVE ARE UNSUITABLE FOR BACKFILL AND SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 2. WHERE UNSTABLE SOILS ARE ENCOUNTERED, THE CONTRACTOR SHALL OVEREXCAVATE TO THE DEPTH SPECIFIED BY THE ENGINEER (MIN. 12 ") AND PROVIDE CLASS B FOUNDATION MATERIAL PER SECTION 9 -03.17 OF THE STANDARD SPECIFICATIONS OR SIMILAR ENGINEER APPROVED FOUNDATION MATERIAL TRENCH BACKFILL MATERIALS AND CONDITIONS 1. BEDDING AND BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN PAVED AREAS. CONTRACTOR SHALL ADD WATER AS NECESSARY TO OBTAIN OPTIMUM MOISTURE CONTENT AS DETERMINED BY COMPACTION TESTING PROCTOR. 2. ALL TRENCHING AND SHORING TO BE DONE IN ACCORDANCE WITH OSHA AND W1SHA STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SAFETY AND EXCAVATION AS SOIL CONDITIONS CHANGE IN THE FIELD. TRENCH AND SURFACE RESTORATION LEGEND /// /// / UNDISTURBED D NATIVE SOIL EXISTING GRAVEL COMPACTED NATIVE PROPOSED DMATERIAL a ry COMPACTED IMPORT EXISTING PAVEMENT MATERIAL COMPACTED CRUSHED ® COMPACTED GRAVEL omROCK (SURFACE OR OR CRUSHED ROCK 9" v jz w I z 0 Z z Z Q V Z a� M COVER OVER HIGHEST CONDUIT CONDUIT PER SITE PLAN. IN TRENCH MINIMUM DEPTH BELOW BOTTOM OF DEEPEST SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9 -03.13 CONDUIT INSTALLED IN TRENCH TYPICAL CONDUIT TRENCH DETAIL e NOT TO SCALE EXISTING GRADE LECT NATIVE MATERIAL SUBJECT TO ENGINEER APPROVAL, MPACTED TO 95% UNDER PAVED AREAS, 90% OTHER EAS BASED ON MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST. X. 6" LIFTS ALLOWED WITHIN PAVED AREAS UNLESS IT IS MONSTRATED THAT COMPACTION REQUIREMENTS CAN BE T WITH 12" LIFTS. 12" LIFTS ALLOWED IN OTHER AREAS. REDUCE LIFTS TO 6' MAX. WITHIN PIPE ZONE. ERE NO SUITABLE NATIVE MATERIAL IS AVAILABLE, NTRACTOR SHALL BACKFILL ABOVE THE SPRINGLINE WITH TRENCH BACKFILL PER THE SPECIFICATIONS. BED PIPE USING GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER SECTION 9.03.12(3) OF THE STANDARD SPECIFICATIONS, SUBJECT TO APPROVAL BY ENGINEER AND COMPACTED IN 6" MAX. LIFTS TO 95% DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST. PIPE COVER (H. Hw) MIN. COVER REQUIRED OVER ALL PIPE (H) — PIPE DIA. = ALL 3.5 —FT, U.N.O. NOTES: 1. DEEPER EXCAVATION MAY BE REQUIRED DUE TO LOCALIZED BREAKS IN GRADE OR TO INSTALL THE PROPOSED PIPE UNDER EXISTING UTILITIES AND WILL BE INCIDENTAL TO THE CONTRACT. 2. WHERE THE PROFILE OF THE PIPELINE AND GROUND SURFACE IS SHOWN ON THE PLANS, THE PIPELINE SHALL BE CONSTRUCTED TO THE ELEVATIONS SHOWN REGARDLESS OF DEPTH. 3. THE LOCATION OF THE BLOW —OFF (LOW POINTS) AND AIR VALVE (HIGH POINTS) ASSEMBLES ARE SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CONTINUOUSLY FALLING PIPE SLOPE THE CONTRACTOR SHALL NOT CREATE LOCAL HIGH OR LOW POINTS EXCEPT WHERE SPECIFICALLY DETAILED IN THESE PLANS OR DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE, CREATION OF A LOCAL HIGH OR LOW POINT WOULD MATERIALLY AFFECT THE OPERATION OF THE PROPOSED SYSTEM AND WALL THEREFORE REQUIRE THAT THE PIPELINE BE REMOVED AND REINSTALLED WITHOUT A LOCAL HIGH OR LOW POINT AT THE CONTRACTOR'S EXPENSE WHERE IMPORT MATERIALS REQ'D MAX. PAY WIDTH = Bd + 24" SEE APPROPRIATE RESTORATION DETAIL FOR SURFACE RESTORATION IT 10' MIN.* FROM 36" MIN. FROM PARALLEL OTHER UTILITIES �ANITARY SEWER 18" MIN* ABOVE SANITARY SEWER CROSSING TRENCH CLEARANCES D H, MIN DEPTH PER PLAN *WHERE MIN. CLEARANCE BETWEEN POTABLE WATER AND SEWER CAN NOT BE ACHIEVED, THE SEWER SHALL BE CONCRETE ENCASED PER CITY STANDARDS. CONCRETE ENCASEMENT SHALL EXTENDED MIN. 10' EACH WAY FROM THE POINT OF THE UTILITY CROSSING. WHERE WATER AND SEWER ARE INSTALLED PARALLEL, CONCRETE ENCASEMENT SHALL BE FULL LENGTH. LOCATING MARKING TAPE, LOCATE 12" ABOVE TOP OF PIPE. COMPACT BEDDING AND BACKFILL WITH HAND OPERATED MECHANICAL COMPACTOR TO 1 —FT ABOVE PIPE CROWN, HOE PACK MAY BE USED PIPE ZONE ABOVE 1 —FT. CONTRACTOR SHALL I NOT DAMAGE PIPE. Hb FOUNDATION 'D FOR UNSTABLE SOI S1, SEER PPE ZONE NOTE 2 \� MAX NATIVE IN —SITU MATERIAL 12" Bd WHERE DIRECTED BY THE ENGINEER, PROVIDE A LAYER OF NON —WOVEN GEOTEXTILE, MIRAR IIIN OR AS SEPARAON TYPICAL TRENCH DETAIL FOUNDATION EQUAL AND NnSITU,BETWEEN NOT TO SCALE TRENCH NOTES PIPE ZONE DIMENSIONS (Hb. Ht. Bd) MIN. DEPTH OF BEDDING UNDER ANY PORTION OF PIPE (Hb) — STABLE SOILS CONSISTING OF NATIVE 3 —IN SANDS AND GRAVES UP TO 3' DIA. — ROCK EXCAVATION (ANY ROCK OR 6 —IN GRANULAR MATERIAL OVER 3" DIA.) — CLAY, PEAT, SILT, OR OTHER 1 —FT UNSUITABLE MATERIAL (SEE NOTES) MIN. HEIGHT OF PIPE ZONE BACKFILL OVER PIPE (Ht) — PIPE DIA. <= 24" 6 —IN MAX. TRENCH WIDTH AT PIPE ZONE (Bd) — PIPE DIA. = 4' — 36" PIPE O.D. + 18" NOTES: 1. ALL CLAY, ORGANICS, ROCKS OVER 6" IN DIAMETER, PEAT, WET SILTS, DEBRIS AND OTHER SUCH MATERIALS IDENTIFIED BY THE OWNER'S REPRESENTATIVE ARE UNSUITABLE FOR BACKFILL AND SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 2. WHERE UNSTABLE SOILS ARE ENCOUNTERED, THE CONTRACTOR SHALL OVEREXCAVATE TO THE DEPTH SPECIFIED BY THE ENGINEER (MIN. 12 ") AND PROVIDE CLASS B FOUNDATION MATERIAL PER SECTION 9 -03.17 OF THE STANDARD SPECIFICATIONS OR SIMILAR ENGINEER APPROVED FOUNDATION MATERIAL TRENCH BACKFILL MATERIALS AND CONDITIONS 1. BEDDING AND BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN PAVED AREAS. CONTRACTOR SHALL ADD WATER AS NECESSARY TO OBTAIN OPTIMUM MOISTURE CONTENT AS DETERMINED BY COMPACTION TESTING PROCTOR. 2. ALL TRENCHING AND SHORING TO BE DONE IN ACCORDANCE WITH OSHA AND W1SHA STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SAFETY AND EXCAVATION AS SOIL CONDITIONS CHANGE IN THE FIELD. TRENCH AND SURFACE RESTORATION LEGEND /// /// / UNDISTURBED D NATIVE SOIL EXISTING GRAVEL COMPACTED NATIVE PROPOSED DMATERIAL PAVEMENT COMPACTED IMPORT EXISTING PAVEMENT MATERIAL COMPACTED CRUSHED ® COMPACTED GRAVEL omROCK (SURFACE OR OR CRUSHED ROCK SUBGRADE) IMPORT BACKFILL TRENCH AND RESTORATION NOTES 1. ALL TRENCH AND SURFACE RESTORATION SHALL BE ACCORDING TO THE CITY OF RENTON STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED PAVEMENT AND OTHER UNSUITABLE MATERIALS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF PAVEMENT DAMAGED OUTSIDE OF PAY LIMITS. THE CONTRACTOR SHALL ALSO FURNISH ALL WORK AND MATERIALS NECESSARY TO RESTORE THE PAVEMENT DAMAGED OUTSIDE OF THE PAY LIMITS AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. ALL TRENCHES WITHIN PAVED AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE END OF THE WORK DAY, UNLESS PERMISSION IS GRANTED OTHERWISE BY THE CITY. 5. THE CONTRACTOR SHALL MAINTAIN TRENCH PATCHES TO THE TIME OF PAVING TO PREVENT DAMAGE TO EXISTING PAVEMENT RESULTING FROM VEHICLE TRAFFIC. 6. THE CONTRACTOR SHALL CLEAN EXISTING PAVEMENT, PERFORM EXTRA SAW CUTS NECESSARY TO CREATE CLEAN PAVEMENT CUTS, REMOVE DAMAGED PAVEMENT, REGRADE, AND COMPACT ALL CRUSHED ROCK IN PREPARATION FOR PAVING. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND AS DEFINED IN THE NOTES BELOW. 7. CONTRACTOR TO PROVIDE STEEL PLATES IN AREAS REQUIRED TO BE OPEN TO TRAFFIC AND PRIOR TO FINAL TRENCH RESTORATION AS DIRECTED BY THE CITY INSPECTOR. PLATES SHALL BE TREATED FOR VEHICLE SKID RESISTANCE 8. THE CONTRACTOR SHALL REPLACE AND REPAINT STREET MARKINGS DAMAGED DURING CONSTRUCTION. 9. MATCH EXISTING SLOPES FOR PAVEMENT AND GRAVEL DRIVEWAY RESTORATION. PAVEMENT SLOPES SHALL BE A MINIMUM OF 2% FROM CENTERLINE TO EDGE. 10. TACK ALL EDGES PRIOR TO PAVING. 11. IN LANDSCAPED OR CULTIVATED, NON— PAVED, NON— GRAVELED AREAS RESTORE SURFACE WITHIN DISTURBED AREA TO EQUAL OR BETTER THAN EXISTING CONDITION, INCLUDING SAND, TOP SOIL, SOD, SHRUBS, ETC. W- 358213 REVISED TO CONFORM TO CONSTRUCTION RECORDS x// ( 9/23/13 RH2 ENGINEERING INC. DATE U REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION SIGNEk 11/13/12 SICHER 11/13112 \ w L l� w1 MI N E E ORS NNER S NTISTS RH2 ENGINEERING, INC. http://www.rh2,com mailboxUrh2.com 1.800.720.8052 BELLINGHAM 360.676..836 454 West Horton Road BOTHELL u .951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE so9.ees.29o0 300 Simon Street, Suite 5 RICHLAND 3o9.9a6.5161 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Idhyre Rd, Suite 107 TACOMA 25.. 7 3069 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG a6T. 1 own No ENONam, KRS DTI 1SNEMED. KMP DAU Sep 23, 2013 SHEET NO avrt REN 1 S LLC KMP 9/23/13 .m NO: 110 —D93 1q BY REVIEW DATE T.ErHaE: CT— D— DETAILDWG Z 0 Q co) 0 W jz w 0 Z z Z Q V Z a� o C6 '' F � y ao J CO) >. a J Q p a M c Q F MI N E E ORS NNER S NTISTS RH2 ENGINEERING, INC. http://www.rh2,com mailboxUrh2.com 1.800.720.8052 BELLINGHAM 360.676..836 454 West Horton Road BOTHELL u .951.5400 22722 29th Drive SE, Suite 210 EAST WENATCHEE so9.ees.29o0 300 Simon Street, Suite 5 RICHLAND 3o9.9a6.5161 114 Columbia Point Drive, Suite C SILVERDALE 360.876.7960 2021 NW Idhyre Rd, Suite 107 TACOMA 25.. 7 3069 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG a6T. 1 own No ENONam, KRS DTI 1SNEMED. KMP DAU Sep 23, 2013 SHEET NO avrt REN 1 S LLC KMP 9/23/13 .m NO: 110 —D93 1q BY REVIEW DATE T.ErHaE: CT— D— DETAILDWG CONTRACTOR TO RESTORE CURB, SIDEWALK, FULL WIDTH GRIND AND OVERLAY (2" MIN. DEPTH) AND SHOULDER/LANDSCAPED WHERE HMA CL )j -, COMPACTED DEPTH PER STANDARD SPECIFICATIONS DISTURBED BY CONSTRUCTION TO CITY EDGE GRIND AND TACK STANDARDS, EACH SIDE. ALL SURFACES EXISTING ASPHALT ROADWAY MAINTAIN CONTINUOUS SLOPE EXISTING SUBBASE EXISTING CONCRETE THROUGH EDGE GRIND (NO BREAK) PROVIDE TRENCH RESTORATION SIDEWALK 2% 2% PER DETAIL THIS SHEET. w NATIVE MATERIAL ROADWAY RESTORATIONGRIND AND OVERLAY SCALE NOT TO IN LANDSCAPED OR CULTIVATED AREAS, THE CONTRACTOR SHALL RESTORE THE TRENCH TO MATCH EXISTING GRADE. PROVIDE 8" OF TOPSOIL UNDER NEW SOD. TOPSOIL SHALL BE CLEAN AND FREE FROM ROCKS AND DEBRIS. SEE TECHNICAL PROVISIONS FOR ADDITIONAL INFORMATION. SEE TRENCH DETAIL FOR TRENCH BACKFlLL REQUIREMENTS. LANDSCAPED SURFACE RESTORATION HMA CL )C, COMPACTED PER STANDARD SPECIFICATIONS. DEPTH OF REPLACEMENT PATCH TO BE 1' THICKER THAN EXISTING, 3" MIN. DEPTH SAW CUT ACP, WHEEL CUT BST 0 NOT TO SCALE MAX PAY WIDTH = MAX. TRENCH WIDTH + 24" PATCH TO EXTEND 12" BEYOND TRENCH EXTENTS, BOTH SIDES. IS ial EXISTING ROADWAY SUBBASE 6' MIN. CRUSHED SURFACING TOP COURSE / V COMPACT TO 95% MAX. DRY DENSITY J SEE TRENCH DETAIL FOR TRENCH BACKFlLL CUT AND PATCH ALL PAVEMENT (MDD), MODIFIED PROCTOR. REQUIREMENTS. DAMAGED DURING CONSTRUCTION. TRENCH RESTORATION - PERMANENT PATCH NOT TO SCALE EXISTING CURB, TYP. EXISTING GRASS /LANDSCAPING SEE VALVE BOX DETAIL VALVE BOX BASE, SEE DETAIL THIS SHEET INSTALL VALVE PLUMB AND VERTICAL PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR BUTTERFLY VALVE (GATE VALVE SHOWN) VALVE BOX AND MARKER NOTES 1. EACH VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE CAST IRON VALVE BOX OF 5' INSIDE DIAMETER. VALVE BOXES SHALL HAVE A TOP SECTION WITH AND 18" MINIMUM LENGTH. THE VALVE BOX SHALL BE RICH NO. 940 OR APPROVED EQUAL. VALVE BOX EARS SHALL BE PLACE IN LINE WITH THE PIPE IT SERVES. 2. 15" MINIMUM, 36" MAXIMUM FOR OPERATOR NUT. EXTENSION SHALL BE INSTALLED WHEN OPERATOR DEPTH EXCEEDS 36 ". 3. PROVIDE CONCRETE COLLAR IN LANDSCAPED AREAS AND WHERE BRONZE VALVE MARKER IS TO BE INSTALLED. CONCRETE COLLAR MAY BE REDUCED TO 18" SQUARE WHERE APPROVED BY THE CITY. 4. PROVIDE BRONZE VALVE MARKER AT VALVE SPECIFIED AS TO BE NORMALLY CLOSED'. BACKFlLL AROUND VALVE WITH COMPACTED CRUSHED ROCK PROVIDE 4" THICK CONCRETE SUPPORT BLOCK UNDER VALVE, TYP. ISOLATION VALVE DETAIL e NOT TO SCALE I]ULAIIUN VALVE NUMP: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FITTINGS REQUIRED TO TRANSITION BETWEEN PIPE AND VALVE. 2. THE CONTRACTOR SHALL CONFIRM THE PROPER OPERATION OF ALL VALVES PRIOR TO FINAL CONNECTION OF VALVE. 3. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 3.5 FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG, ONLY ONE EXTENSION PER VALVE. ALL EXTENSIONS ARE TO MADE OF STEEL SIZED AS NOTED, AND PAINTED WITH TWO COATS OF CARBON ELASTIC (ATCO NO. 2221) AS SPECIFIED BY PRESERVATIVE PAINT CO. OR APPROVED EQUAL 4. FOR EXTENSIONS LONGER THAN 4 FEET AND /OR VALVES LARGER THAN 12' DIAMETER, BAR SHALL BE 1Y47 DIAMETER. 5. USE MARKER POST WHEN VALVE IS LOCATED OUT OF TRAVELED WAY OR AT THE DIRECTION OF THE CITY. W- 358214 REVISED TO CONFORM TO CONSTRUCTION RECORDS /"I 9/23/13 RH2 ENGINEERING INC. DATE BRONZE VALVE MARKER a PLAN NOT TO SCALE VALVE BOX AND UD FLUSH WITH GRADE 3000 P.S.I. CONC. COLLAR (36° SO x 8" THICK) 'NTH WIRE FABRIC. VALVE BOX CENTERED OVER OPERATING NUT VALVE - PROFILE N FINISHED GRADE w a VALVE MARKER DETAIL 8 NOT TO SCALE OLYMPIC #13 -55XX OVERLAY RISERS MAY BE USED TO MATCH GRADE. RECESSED HANDLE ADJUST BOX TO MATCH GRADE ALIGN LID TYPE LID OLYMPIC 045 EARS WITH WATER MAIN. ADJUSTABLE TOP SECTION, OLYMPIC VB940 "SEATTLE' SHE, 12" LENGTH TOP OF OPERATING NUT EXTENSION SHALL BE NO MORE THAN 25 FROM FINISHED GRADE VALVE OPERATING NUT EXTENSION, SEE DETAIL THIS SHEET. PROVIDE 36" DIAMETER x 6' THICK CONCRETE RING IF VALVE BOX LOCATED OUTSIDE OF PAVED AREA WATERED AND COMPACTED CRUSHED ROCK AROUND VALVE BOX AND BELOW VALVE ST IRON VALVE BOX BASE, STALL VERTICAL TO PREVENT MING OF OPERATOR. VALVE BOX DETAIL e NOT TO SCALE Yy ENTIRE LENGTH 4.25' DIA. 1/8" MIN. THICKNESS 1/8" MIN. THICKNESS 2" SQUARE 1" CIA SOLID METAL STOCK, LENGTH AS REQUIRED 3y' SET SCREW 2.25' INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION e NOT TO SCALE U REVISED TO CONFORM TO CONSTRUCTION RECORDS LLC KMP N0. REVISION 13Y REVH C, O° SICNBIk 11/13112 SICNER 11/13/12 ). a cl 4Vj a 0 W F a OQZ 0 L W °fO Wa V Z `Aft a `` 0 C6 Z5 Q Ullftft IL y 0 a Q W � � Z a N MI N E E R S NNER S NTISTS RH2 ENGINEERING, INC. http: / /www rh2.com mailbox&'h2com 1.800.720.8052 BELLINGHAM 3sasoa.onues 454 West Horton Road BOTHELL azs9s saoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE 509.ee6.2900 300 Simon Street, Suite 5 RICHLAND 509.9aBS18r 114 Columbia Point Drive. Suite C SILVERDALE 360.876,7960 2021 NW Mhyre Rd. Suite 107 TACOMA 2.,. 72 loss 621 Pacific Avenue Suite 104 SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG xm: 1 1 Dxx: xo. mm+ :KRS DT2 Sep 23, 2013 REN 110 -093 .W) DATE mrnulc CT— D— DETAILDWG W,--5Se) 14-