JB0000792589 - GF - 1002 Rhoton Rd - SOWSHEET INDEX:
1 - COVER SHEET
2 -LEGEND
3 -GENERAL NOTES
4 -DETAILS
5 -DESIGN
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES
HARDLINE COAX: 85 FT.
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
- TIE IN TO EXISTING COAX
- INSTALL (1) 1/4" STRAND & LASH (1) HARDLINE COAX
- INSTALL (1) NEW 2" RISER & PULL (1) HARDLINE COAX THROUGH
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (1)=
TOTAL ROW FOOTAGE =
60 FT.
0 FT.
0 FT.
0 FT.
25 FT.
85 FT.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
Business/Job Contact
POC: Jordan Opdahl - (360)-870-7633 - novacontractinginc@gmail.com
1002 NW Rhoton Rd
Yelm, WA 98597GF - 1002 Rhoton Rd
JB0000792589
Hyperbuild
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE =85 FT.
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION = 0
DISTRIBUTION = 1
1
1
0
CANNON COMPANIES
Jim Brassfield - (253)-307-9661 - jbrassfield@cannonconstructioninc.com
COMCAST COMMUNICATION
Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com
OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC JB0000792589
GF - 1002 NW Rhoton Rd
1002 NW Rhoton Rd
Yelm, WA 98597
Hyperbuild17-05010/28/2021THJBNTS00025LEGENDEDGE OF PAVEMENTFOGLINEPOWERCOMMUNICATIONSEWERDRAINDRAINAGE DITCHGASWATERTRAFFIC SIGNALTELCOMSTEAMUNKNOWN UTILITYRIGHT OF WAYTRAFFIC CONESPROPOSED NEW BORESTRAW WATTLESPLTCWRUTILITY POLEVAULT - SMALLPEDESTALSTREET LIGHTCROSSWALK LIGHTUTILITY RISERVVAULT - SMALL444LA MANHOLEVAULT - 25TACATCH BASINCATCH BASIN WITH SOCKGLULAM UTILITY POLECENTER LINELANE LINEFENCEHIGH VISIBILITY FENCE SSEWER MANHOLEDDRAIN MANHOLEWWATER MANHOLEVUTILITY VALVESHRUBBERYBORE PITVAULT - LARGEVAULT - 25TACCOMMUNICATION MANHOLEFIRE HYDRANTDISTANCE STATIONSTA 0+00CONSTRUCTION NOTE CALLOUT#X.XDISTANCE DIMENSIONASPHALT SURFACECONCRETE PANELSHFH-FRAMEVAULT - LARGECABCABINETLEGENDLANE DIRECTION INDICATORPROPOSEDMARK-UP NOTATIONSRESTORATION TYPESEXISTING FEATURESLINE TYPESA7LANDSCAPECROSS SECTION SYMBOLCROSS SECTION NAMECROSS SECTION SHOWN ON PAGESUKCBCBPPVVVVVVWORK BEING DONE1LOCATIONPHOTO NOTE CALLOUT#PHOTO LOCATOR SYMBOLPROPOSED NEW TRENCHEXISTING UNDERGROUND PATHWAYPROPOSED NEW AERIAL STRANDEXISTING AERIAL PATHWAYEXISTING SPLICE CASEPROPOSED SPLICE CASEEXISTING FIBER/COAX STORAGEPROPOSED FIBER/COAX STORAGETREEVVAULT - SMALL444LA MANHOLEVAULT - 25TAVAULT - LARGEEXISTING - CONTINUED233LA MANHOLELIMITS OF PANEL
OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC JB0000792589
GF - 1002 NW Rhoton Rd
1002 NW Rhoton Rd
Yelm, WA 98597
Hyperbuild17-05010/28/2021THJBNTS00035GENERAL NOTESGENERAL NOTESSTANDARD1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TOCONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, ASNECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THATTHERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARENOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUNDIMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBEIN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICHMAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESEOCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREESTO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGESAND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 8113. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TODEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TOPREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS.10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIORWRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENTPROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.TRAFFIC CONTROL1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVEONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH ASPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURINGNON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEESAND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.SITE PREPARATION1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BEEITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKEMATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.TRENCH EXCAVATION AND BACKFILL1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALLBACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED INTRAFFIC-BEARING LOCATIONS.2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.UTILITY DUCT1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH AMINIMUM SLOPE OF 1/2 % TO VAULT.2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEPCONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULLROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRESIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULLROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.CEMENT CONCRETE PAVEMENT1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARDSPECIFICATIONS OF EACH JURISDICTION.ASPHALT CONCRETE PAVEMENT1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALTCONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.GRAVEL AREAS1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE INACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.SITE RESTORATION1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTEDPRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTEDAND WATERED IN TO ENSURE ITS SURVIVAL.3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTEDPRIOR TO CONSTRUCTION.WATER QUALITY1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OFWASHINGTON'S WATER QUALITY STANDARDS2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.DIRECTIONAL BORING1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTINGUTILITIES.FIRE PROTECTION1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BEREPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.AERIAL INSTALLATION1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TOPOWER MAIN WHERE APPLICABLE.4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL ANDREGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITSIS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
OFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC JB0000792589
GF - 1002 NW Rhoton Rd
1002 NW Rhoton Rd
Yelm, WA 98597
Hyperbuild17-05010/28/2021THJBNTS00045DETAILSUTILITY POLE RISER -STANDARD DETAIL(1) 10' PVC CONDUITSECTIONS15" HDG POLE BRACKET W/PIPE CLAMP (B2017 BYPOWER-STRUT OR EQUAL)4" MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUITSECTIONSEXISTING SURFACE24' (TYP)PROPOSED CABLEEXISTING AERIALPOWEREXISTING UTILITY POLEVARIES2#RISER PLACEMENTSTANDARD DETAILLOCATION1CONDUITUP TO 2 CONDUITSSTANDOFF BRACKET15" MIN LENGTH℄℄DIRECTION OF VEHICULAR TRAFFICPLAN VIEWLOCATION2LOCATION4LOCATION3CONDUIT CLAMP5" MIN1
1106110511049246159461594215938159341102QUAIL MEADOWS CT SERHOTON RD SE
RHOTON RD SE ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW60'OWNER:POLE#:- ATTACHMENTS - HEIGHTCLASS/HT:POLE TYPE:- MAKE READY - VIOLATIONMID SPAN:1PSE559752-147565SECONDARY280N/ANEUTRAL269N/ACOMCAST PROPOSED2011N/ADNNNINSTALL (1) 1/4" STRAND & LASH (1)HARDLINE COAX TO NEW POLEINSTALL (1) NEW 2" RISER & PULL(1) HARDLINE COAX THROUGHPER DETAIL #'S 1 & 2 ON SHEET 4TIE IN TO EXISTING COAXR25'NEW POLE NOT PLACEDAT TIME OF WALKOUTOFAPPROVED BY:PROJECT CODE:DRAWN BY:DATE:SCALE:PROJECT REVISIONS
REV DESCRIPTION OF CHANGEDATE BY QC JB0000792589
GF - 1002 NW Rhoton Rd
1002 NW Rhoton Rd
Yelm, WA 98597
Hyperbuild17-05010/28/2021THJB1:300'15'30'55DESIGNN