367932 - TEAM CAR CARE YELM - DESIGNSEFNCOCOMMUNICATIONSCOMCASTUNDERGROUND INSTALLATIONTEAM CAR CARE YELM1002 E YELM AVE, YELM, WAJB# 367932
POLE - 1
1-2'' P
VC1-2'' PVC
1-2'' PVC
2-2'' PVC
2-2'' PVC
2-2'' PV
C 2-2'' PVC
2-2'' PVC
7'
89'70'108'
TEAM CAR CARE YELM
1002 E YELM AVE
CITY, YELM
JB# 367932REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSTCH07/15/20VICINITY MAPCOSTRUCTION SUPERVISORSEFNCOCONTACTSPG#SHEET INDEX1COVER SHEET2VICINITY MAP, CONTACTS & SHEET INDEX3GENERAL NOTES4LEGEND5SITE-PLAN52N/AN/ADECRIPTION OF WORKTOTALTIE INTO EXISTING PLANT / RISER DOWN 25LF0LFD-BORE / PLACE 2(2") CONDUITS ACROSS E YELM AVE89LFD-BORE IN ROW / PLACE 2(2") CONDUITS70LFPLACE 17"X30" VAULT IN ROW / D-BORE 1(2") CONDUIT7CONTINUE ONTO PRIVATE (108LF) / STUB UP SIDEOF BUILDING 6LF / PLACE LOCKBOXTOTAL:166LFVICINITY MAP WORK AREAPERMITTINGASHLEY KIEHN253-999-22714610 TACOMA AVESUMNER, WA 98104ASKIEHN.SEFNCO.COMMATTEW POWELL4610 TACOMA AVESUMNER, WA 98104PHONE: (253) 278-5693EMAIL: MATTPOWELL@SEFNCO.COMPAUL JENSEN4610 TACOMA AVESUMNER, WA 98104PHONE: (253) 259-0691EMAIL: PAJENSEN@SEFNCO.COM
TEAM CAR CARE YELM
1002 E YELM AVE
CITY, YELM
JB# 367932REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSGENERAL NOTES5REVISIONSDATEDESCRIPTIONINITIAL3N/AN/ATHE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANYRESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREACOVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THELOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEEDSITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTIONREGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARDSHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BYTHE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BEPROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON ASBEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THECONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTIONPOINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESEPLANS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLEAGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIORTO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLICIMPROVEMENTS IF REQUIRED.4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITYCOMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURINGCONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUMDISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIESAFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THEAPPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONAGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO:EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HISSUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOTIDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEERIMMEDIATELY.8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,UNLESS SPECIFICALLY STATED OTHERWISE.9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTORSHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALLBE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAIDPLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCALJURISDICTION.10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BEPROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE ANDCLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORDDRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALLTIMES.13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONALINFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.14.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OFCONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED INGOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITHHARD SURFACE OR LANDSCAPING.15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTIONENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNINGOF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATEDEQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.GENERAL NOTES
TEAM CAR CARE YELM
1002 E YELM AVE
CITY, YELM
JB# 367932REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONS5REVISIONSDATEDESCRIPTIONINITIAL4LEGENDEXISTING UTILITIES SYMBOLS POWER HANDHOLEPOWER MANHOLEPOWER CABINETSTREET LIGHT HANDHOLEPOWER SIDEWALK GUY SEWER CLEANOUTSTORM CATCH BASIN STORM MANHOLEWATER VALVEWATER METERTELECOM MANHOLETELECOM HANDHOLETELECOM CABINETTRAFFIC SIGNAL MANHOLETRAFFIC CABINETTRAFFIC SIGNAL PEDESTALPOWER VAULTSTREET LIGHT POLETRAFFIC SIGNAL VAULTTRAFFIC SIGNAL HANDHOLESIGN POSTPARKING METERCATV MANHOLECATV HANDHOLEPOWER PEDESTALGAS METERTEST VALVETRAFFIC LOOP DETECTORCATV PEDESTALBOLLARDWATER MANHOLETRAFFIC SIGNAL POLEPOWER GUYTRAFFIC DETECTORADA RAMPPEDESTAL(UNKNOWN UTILITY)MANHOLECULVERTFIRE HYDRANTGAS VALVE(UNKNOWN UTILITY)POWER ANCHORPOWER POLESEWER MANHOLETELECOM POLETELECOM PEDESTALPROPOSED VAULTPROPOSED PEDESTALPROPOSED GUYPROPOSED MANHOLEPROPOSED SIDEWALK ANCHOR & GUYPROPOSED SYMBOLS ADA RAMP COMPLIANCEPEXISTING COMCAST VAULTEXISTING COMCAST SPLICEEXISTING COMCAST ANCHOREXISTING COMCAST GUYEXISTING COMCAST MANHOLEEXISTING COMCAST SIDEWALK ANCHOR & GUYP=VLP=GAS TEST POINTGAS MANHOLEPOWER UNKNOWN STORM CLEANOUTSTORM DRAIN VALVESTORM DRAIN UNKNOWN WATER UNKNOWNWATER WELLWATER PUMPWATER VAULTWATER RESERVOIRPPPPPP?PSLSLTSTSTSTSTSTSCCCTTTP=??TTSSSCSDD?DCDWWWWWVW?WELLPUMPGGGTLTLSDSEWER CATCH BASIN SSWATER SAMPLING STATIONOTHER UNKNOWNSTORM ACCESS POINTSEWER VALVESSEWER VAULT SSSEWER UNKNOWN S?SUB STATIONTRANSIT STOPSTORM DRAIN VAULT SDTREE PROPOSED RISEREXISTING COMCAST SYMBOLS POTHOLEBORE PITN/AN/ALEGEND EXISTING COMCAST PEDEXISTING COMCAST POLE W/ NEW RISERFMHMHSPLICE CASETELECOMMUNICATIONSANITARY SEWERGAS LINEWATERSTORM DRAINRECYCLED WATERELECTRICALRAILROADRIGHT OF WAYDITCH LINECENTER LINEEDGE OF PAVEMENTFACE OF CURBPROPERTY LINELIP OF GUTTERGUARDRAILFENCETRENCHDIRECTIONAL BORE PATHPROPOSED NEW AERIAL AAPROPOSEDBASE LAYERSEXISTING UTILITIESPROOF/PULLTRENCHTRENCHBUILDING OUTLINEFOG LINERWEOPD/LFOCOOOLIPTPGRWSSSDWDIRECT BURYDBDB2-2'' PVC2-2'' PVCPROPOSED NEW STRANDFL
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1002 E YELM AVE
CITY, YELM
JB# 367932REVISIONSDATEDESCRIPTIONINITIAL COMCASTSHEETOFDATE:EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THEPROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEINGISSUED IN STRICT CONFIDENCE AND SHALL NOT BEREPRODUCED, COPIED, OR USED FOR ANY PURPOSEWITHOUT SPECIFIC WRITTEN PERMISSION.SITE NAME:SCALELOCATION ADDRESS:
COMCAST JOB NUMBER: STAMPDRAWN BY:SEFNCOCOMMUNICATIONSTCH07/15/20Know what'sbelow.CallR81148 HOURS BEFORE YOU DIGUNDERGROUND SERVICE ALERTCALL TOLL FREEDIGALERTbefore you dig.N5REVISIONSDATEDESCRIPTIONINITIAL5SITE PLANTIE IN TO EXISTING PLANT.CONTINUE TO PRIVATE.RISER DOWN 25'NEW 17"X30" VAULTD-BORE / PLACE 2(2") PVCCONDUITS WITH .875 COAX.STUB UP 6' ONSIDE OF BLDG /PLACE LOCKBOXD-BORE / PLACE 1(2") PVC CONDUIT WITH RG11.