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JB0000820588 - NISQUALLY LANDING - SOWSHEET INDEX: 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4-8 - DESIGN 9-11 -UNDERGROUND DESIGN THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES 48CT FIBER: 3,836 FT + 20% STORAGE = 4,603 FT HARDLINE COAX: 3,179 FT + 20% STORAGE = 3,815 FT CANNON CONTACT INFO PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: 1.TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. 2.OVERLASH 48CT FIBER. 3.INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. 4.OVERLASH HARDLINE COAX. 5.COAX TIE IN. 6.TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. 7.DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. 8.PLACE NEW 17X36 VAULT. 9.PLACE NODE CABINET BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (1)= TOTAL ROW FOOTAGE = 0 FT. 3,431 FT. 461 FT. 0 FT. 25 FT. 3,917. CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST 17021 103RD AVE SE YELM, WA 98597NISQUALLY LANDING JB0000820588 MDU 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 =3,917 FT. POLE INFORMATION: POLE COUNT = POLES THAT NEED PERMIT = POLES THAT NEED MAKE READY = TRANSMISSION = 1 DISTRIBUTION = 16 16 16 3 Jim Brassfield [Cell] (253) 307-3459 [Email] jbrassfield@cannonconstructioninc.com WORK AREAS 4 5 6 7 8 9-11 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB NTS 0 0 0 2 11 LEGEND EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW BORE STRAW WATTLES P LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 CONSTRUCTION NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES A 7 LANDSCAPE CROSS SECTION SYMBOL CROSS SECTION NAME CROSS SECTION SHOWN ON PAGE FL FL P P TS TS C C D D DD DD DD DD DD G G W W T T ST ST ROW S UK CB CB P P V V V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH EXISTING UNDERGROUND PATHWAY PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY EXISTING SPLICE CASE PROPOSED SPLICE CASE EXISTING FIBER/COAX STORAGE PROPOSED FIBER/COAX STORAGE TREE EOP V VAULT - SMALL 444LA MANHOLE VAULT - 25TA VAULT - LARGE EXISTING - CONTINUED 233LA MANHOLE 233LA MANHOLE GENERAL NOTES STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT 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 UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY 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 THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. 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 TO DEWATER, 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 TO PREVENT 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 SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN 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 ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC 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 DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER 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 LIKE MATERIAL (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 BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM 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 KEEP CONDUITS 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 PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX 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 PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR 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 PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. 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 EXISTING UTILITIES. FIRE PROTECTION 1. 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 BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. 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 TO POWER 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 AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB NTS 0 0 0 3 11 GENERAL NOTES 602 16510 16536 16547 16525 16532 16541 NE CREEK RD SE103RD AVE S E FL FL FL FLFLFLFL FL FL FLFLFLFL FL FLFLFLFLFLFLFLFLEOPEOP DRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYROW ROW ROW ROWROWROWROWROWMATCH LINESEE SHEET4MATCH LINESEE SHEET5P1 P2 P3 P4 P5 152'73' 223' 158' 1 2 2 2 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 1 PSE 559222-147801 SECONDARY RISER 24 6 N/A NEUTRAL 24 2 N/A SECONDARY DRIP 23 6 N/A COMCAST 19 3 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 2 PSE 559220-147816 NEUTRAL 30 11 N/A COMCAST 23 11 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 3 PSE 559216-147825 NEUTRAL #2 29 6 N/A NEUTRAL 28 4 N/A COMCAST 22 1 N/A T N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 4 PSE 559224-147845 NEUTRAL 28 2 N/A SECONDARY 27 1 N/A SECONDARY DRIP 25 10 N/A STREET LIGHT 20 7 N/A STREET LIGHT DRIP 19 11 N/A COMCAST 19 1 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:5 PSE 559223-147861 PRIMARY RISER 29 9 N/A NEUTRAL 29 2 N/A SECONDARY 29 2 N/A SECONDARY DRIP 27 11 N/A SECONDARY #2 27 4 N/A STREET LIGHT 21 9 N/A STREET LIGHT DRIP 21 4 N/A COMCAST 21 1 N/A D N N N N N N N N 2 401 CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. COAX TIE IN. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 50' 0 25 50 4 11 DESIGN N 16608 16616 16624 16700 16708 16716 10239 10307 16541 10315 10321 10327 10336 10328 10322 16609 16623 16637 16707 10309 10321 10333CASUANT LN SETRANQUILITY LN SE103RD AV E S E 103RD AVE SE FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL EOPE O PEOPEOP EOP EOPDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYROW ROW ROW ROWROWROWR OWROWROWMATCH LINESEE SHEET4MATCH LINESEE SHEET5MATCH LINESEE SHEET6P7 P8 302' 172' 296' P6 129' 2 2 2 2 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:6 PSE 559222-147891 SECONDARY 29 2 N/A NEUTRAL 29 2 N/A SECONDARY DRIP 28 2 N/A COMCAST 22 4 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 7 PSE 559221 - 147905 PRIMARY RISER 28 3 N/A NEUTRAL 26 10 N/A SECONDARY 26 10 N/A SECONDARY DRIP 25 1 N/A COMCAST 22 1 LOWER TO 19' - 9" D N N N N Y OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 8 PSE 559220 - 147921 NEUTRAL 23 7 N/A SECONDARY 23 7 N/A SECONDARY #2 23 1 N/A SECONDARY DRIP 21 5 N/A COMCAST 16 10 RAISE TO 18'-1" D N N N N Y CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 50' 0 25 50 5 11 DESIGN N 16849 16733 10230 16740 10309 10321 GROVE RD SE103RD AVE SEEOPEOP EOP FL FL FL FL FL FL FL FL EOPEOPEOPEOPEOPFL FL FL FL FL FL FL EOPEOP EOP EOP EOPGROVE RD SEDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYROWROWROWROWROW ROW ROW ROW ROWROWROWMATCH LINESEE SHEET5MATCH LINESEE SHEET6DRIVEWAY P9 P10 P11 P12 272' 185' 297' 301'MATCH LINESEE SHEET7PRIVATE RD.2 2 2 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:9 PSE 559215 - 147954 SECONDARY 28 9 N/A NEUTRAL 28 9 N/A SECONDARY DRIP 26 7 N/A STREET LIGHT 25 0 N/A STREETLIGHT DRIP 24 10 N/A COMCAST METAL ARM 20 7 N/A D N N N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 10 PSE 559242 - 147955 SECONDARY 30 10 N/A NEUTRAL 30 10 N/A SECONDARY DRIP 29 11 N/A COMCAST 23 6 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 11 PSE 559215-147967 NEUTRAL 30 2 N/A SECONDARY 29 6 N/A SECONDARY DRIP 28 10 N/A COMCAST 25 8 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 12 PSE 559213-147998 NEUTRAL 31 8 N/A SECONDARY 31 0 N/A SECONDARY DRIP 29 7 N/A COMCAST 25 2 N/A D N N N N 2 CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. COAX TIE IN. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 50' 0 25 50 6 11 DESIGN N 16921 103RD AVE SE EOP EOP EOP EOP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P FL FL FL FL FL FL FL FL FL FLFLFLFLFLEOPEOPPPPPPPPPPPPPPPPPPPPPPPPPPPPFL FL FL FL FL FL FL FL FLFLFLFLFLEOP EOP EOP EOPEOPEOP170TH ST SEDRIVEWAYROW ROWROWROWROWROWP16 P13 P14 P15304' 156'159'MATCH LINESEE SHEET6MATCH LINESEE SHEET7MATCH LINESEE SHEET7MATCH LINESEE SHEET8DRIVEWAY2 2 2 3 300' 6 P 2' VSTA 10+00UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS STATION START STATIONING STARTS AT THE INTERSECTION OF 103RD AVE SE & 170TH ST SE OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:13 PSE 559211 - 148027 NEUTRAL 26 11 N/A SECONDARY 26 11 N/A SECONDARY DRIP 25 5 N/A COMCAST 18 11 N/A D N N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 14 PSE 559210 - 148058 NEUTRAL 25 4 N/A COMCAST 21 6 N/A D N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN: 15 PSE 559209-146075 PRIMARY RISER 30 5 N/A NEUTRAL 29 5 N/A COMCAST 21 6 N/A D N N N OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:16 PSE 559209-148058 SECONDARY RISER 25 9 N/A NEUTRAL 25 7 N/A SECONDARY DRIP 25 6 N/A COMCAST 21 10 N/A D N N N N 105' BORE PIT DIM: 3' X 5' RESTORATION GRASS AREA: 4' X 6' 2R2R2R1R RESTORATION NOTES: RESTORE GRASS PER CITY OF YELM SPECIFICATIONS RESTORE ASPHALT PER CITY OF YELM SPECIFICATIONS. 1R 2R **UNDERGROUND DESIGN ON PAGES 9 & 10 1R BORE PIT DIM: 4' X 4' BORE PIT DIM: 4' X 4' POTHOLE DISCLAIMER POTHOLE IN SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION 9 R 25'STA 10+2756' 56' 6 7 8 P CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 50' 0 25 50 7 11 DESIGN N 17029 17117 17021 EOP EOP EOP EOP FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFL EOP EOP EOP EOPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P P P P P P P P P P P ROW ROW ROW ROWROWROWROWROWROWROWP17252'MATCH LINESEE SHEET7103RD AVE SE DRIVEWAYDRIVEWAYDRIVEWAY2 OWNER: POLE#: - ATTACHMENTS - HEIGHT CLASS/HT: POLE TYPE: - MAKE READY - VIOLATION MID SPAN:17 PSE 559209-148114 NEUTRAL 29 2 N/A SECONDARY DRIP 27 9 N/A COMCAST 25 5 LOWER TO 24' - 5" D N N Y CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 50' 0 25 50 8 11 DESIGN N EOP EOP P P P P P P P P P P P P P P P P FL FL FL FL FL FL FLFL PPPPPP P FL FL FL FLFLEOP EOPP16P15 159' 103RD AVE SE 2 3 P VSTA 10+00UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS STATION START STATIONING STARTS AT THE INTERSECTION OF 103RD AVE SE & 170TH ST SE BORE PIT DIM: 3' X 5' RESTORATION GRASS AREA: 4' X 6' **UNDERGROUND DESIGN ON PAGES 9-11 1R BORE PIT DIM: 4' X 4' POTHOLE DISCLAIMER POTHOLE IN SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION R 25'STA 10+2756' 56' 6 7 8 CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 MATCH LINE SEE SHEET MATCH LINE SEE SHEET 10 RESTORATION NOTES: RESTORE GRASS PER CITY OF YELM SPECIFICATIONS RESTORE ASPHALT PER CITY OF YELM SPECIFICATIONS. 1R 2R [105' DRILL]OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 30' 0 15 30 9 11 UNDERGROUND DESIGN N FLFLFLFLFLEOPEOPPPPPPPPPPPPPPPFLFLFLFLEOPEOP170TH ST SEROWMATCH LINE SEE SHEET 9 MATCH LINE SEE SHEET 10 MATCH LINE SEE SHEET MATCH LINE SEE SHEET 11 UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS STATION START STATIONING STARTS AT THE INTERSECTION OF 103RD AVE SE & 170TH ST SE CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 RESTORATION NOTES: RESTORE GRASS PER CITY OF YELM SPECIFICATIONS RESTORE ASPHALT PER CITY OF YELM SPECIFICATIONS. 1R 2R **UNDERGROUND DESIGN ON PAGES 9-11 POTHOLE DISCLAIMER POTHOLE IN SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION [TRENCH 300']6 OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 30' 0 15 30 10 11 UNDERGROUND DESIGN N FLFLFLFLEOPEOPPPPPPPPPPPPPPPFLFLFLFLFLEOPEOPROWROWROW2' BORE PIT DIM: 4' X 4' 9 P MATCH LINE SEE SHEET 10 MATCH LINE SEE SHEET 11 UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMER PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS STATION START STATIONING STARTS AT THE INTERSECTION OF 103RD AVE SE & 170TH ST SE CONSTRUCTION NOTES: TIE IN AT EXISTING SPLICE CASE ON AERIAL STRAND. OVERLASH 48CT FIBER. OVERLASH HARDLINE COAX. INSTALL NEW 4" RISER. PULL 48CT FIBER & HARDLINE COAX. OVERLASH HARDLINE COAX. TRENCH (1) 4" CONDUIT & PULL 48 CT FIBER & HARDLINE COAX. DIRECTIONAL DRILL (1) 4" CONDUIT & PULL 48CT FIBER & HARDLINE COAX. PLACE NEW 17X36 VAULT. PLACE NODE CABINET 1 2 3 4 5 6 7 8 9 RESTORATION NOTES: RESTORE GRASS PER CITY OF YELM SPECIFICATIONS RESTORE ASPHALT PER CITY OF YELM SPECIFICATIONS. 1R 2R **UNDERGROUND DESIGN ON PAGES 9-11 POTHOLE DISCLAIMER POTHOLE IN SOFT SURFACES WHEN AVAILABLE. PATCH POTHOLE LOCATION PER LOCAL JURISDICTION SPECIFICATION LOCATION170TH ST SE[TRENCH CONT. 300']OF APPROVED BY: PROJECT CODE: DRAWN BY: DATE: SCALE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588NISQUALLY LANDING 17021 103RD AVE SE YELM, WA 98597MDU17-050 5/3/2022 LD JB 1" = 30' 0 15 30 11 11 UNDERGROUND DESIGN N