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JB0000580049 - T3A - New 2x2 off YE01A 4x4 - SOW© 2021 Microsoft Corporation © 2021 TomTom SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 -GENERAL NOTES 3 -LEGEND 4 -OVERVIEW 5-7 -DESIGN BILL OF MATERIALS*: CONTACTS: ·TIE IN CASE ·UPGRADE TO TIGER VAULT ·PROOF AND PULL 48CT ·PLACE NEW NODE CABINET NEED TO PROOF PORTIONS OF THE PATHWAY BEFORE CONSTRUCTION A MINIMUM OF 200FT OF STORAGE SHALL BE PLACED APPROXIMATELY EVERY 1500 FT. USE BEST JUDGEMENT TO DETERMINE ACTUAL STORAGE LOCATION BASED ON SITE VARIABLES. *** STORAGE TO BE PLACED AT LOCATIONS ALONG THE CONSTRUCTION PATH, NOT ONLY AT THE TAILS *** 48 CT FIBER: 4516 FT + 20% STORAGE = 5420 FT PROJECT MAP: COMCAST JB0000580049 NODE SEGMENTATION T3A - WATMH00100 2X2 OFF YE01A 4X4 CHAD DR SE & 92ND AVE SE YELM, WA 98597 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 WORK AREA N THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON CONSTRUCTION. CANNON COMPANIES Jim Brassfield - (253) 307-9661 - jbrassfield@cannonconstructioninc.com COMCAST COMMUNICATION Todd Zimny - (360) 507-0598 - Todd_Zimny@cable.comcast.com T3A - WATMH00100 2X2 OFF YE01A 4X4 - ROW * NEW AERIAL =0 FT. OVERLASH =0 FT. NEW UNDERGROUND =0 FT. EXISTING UNDERGROUND =4516 FT. RISER (0)=0 FT. TOTAL FOOTAGE =4516 FT. T3A - WATMH00100 2X2 OFF YE01A 4X4 - SITE * NEW BUILDING PATHWAY =0 FT. EXISTING BUILDING PATHWAY =0 FT. NEW UNDERGROUND =0 FT. EXISTING UNDERGROUND =0 FT. TOTAL FOOTAGE =0 FT. TOTAL PROJECT FOOTAGE =4516 FT. * ALL FOOTAGES AND MATERIALS ARE ESTIMATED 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. STANDARD GENERAL NOTES OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB GENERAL NOTES 2 7 EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES STRAW WATTLES LT CW 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# DISTANCE DIMENSION (FT) ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE C CCAB 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 EOP P P TS TS C C D D DD DD DD DD DD DD G G W W T T ST ST CB CB P V V VV WORK BEING DONE1LOCATION PHOTO NOTE CALLOUT #PHOTO LOCATOR SYMBOL PROPOSED NEW TRENCH/BORE PROPOSED NEW AERIAL STRAND SS SS UK FH R X' ROW OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB LEGEND 3 7 © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom PPVPDH P P P P DH 1196.4'NEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTION781.0'NEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTION PDHDH THTHTIE IN CASE UPGRADE TO TIGER VAULT UPGRADE TO TIGER VAULT PROOF AND PULL 48CT (TYPICAL) PLACE NEW NODE CABINET 470'301'152'289'184'715'65'800'145'330'205'115'205'175'120'175' 70' DH N SCALE: 1" =300' 0'150'300'600' OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB OVERVIEW 4 7 A MINIMUM OF 200FT OF STORAGE SHALL BE PLACED APPROXIMATELY EVERY 1500 FT. USE BEST JUDGEMENT TO DETERMINE ACTUAL STORAGE LOCATION BASED ON SITE VARIABLES. *** STORAGE TO BE PLACED AT LOCATIONS ALONG THE CONSTRUCTION PATH, NOT ONLY AT THE TAILS *** 1011 1017 125 15433 1007 937 907 201 813 801 111 810 802 718 704 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWR O W R O W RO W R O W RO W R O W R O W R O W R O W RO W R O W RO W R O W R O W R O W R O W ROW ROW RO W R O W R O W ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW R O W R O W ROW RO W R O W RO W RO W R O W R O W ROW R O W R O W RO W RO W R O W RO W RO W R O WEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EO P EO P E O P E O P E O P E O P E O P E O P E O P EO P EO P E O P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOPEOPEOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEO P EO P EO P EO P EO P EO P EO P EO P E O P E O P E O P E O P E O P EO P E O P EO P EO P E O P E O P EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPY E L M A V E S E / S R 5 1 0 Y E L M A V E S E / S R 5 1 0 TAHOMA BLVD SENEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTIONDH KILLION ST SETHTHTIE IN CASE UPGRADE TO TIGER VAULT UPGRADE TO TIGER VAULT PROOF AND PULL 48CT (TYPICAL)470'301'152'OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB DESIGN 5 7 N MATCHLINE SEE SHEET 6 A MINIMUM OF 200FT OF STORAGE SHALL BE PLACED APPROXIMATELY EVERY 1500 FT. USE BEST JUDGEMENT TO DETERMINE ACTUAL STORAGE LOCATION BASED ON SITE VARIABLES. *** STORAGE TO BE PLACED AT LOCATIONS ALONG THE CONSTRUCTION PATH, NOT ONLY AT THE TAILS *** SCALE: 1" =100' 0'50'100'200' 9399 9391 9379 9355 9373 9361 9367 9385 9457 9439 9455 9449 9447 9433 9431 9441 9411 9417 9405 9423 405 215 ROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPVKILLION ST SEKILLION CT NW 1196.4'NEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTION PROOF AND PULL 48CT (TYPICAL)289'184'715'N OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB DESIGN 6 7 MATCHLINE SEE SHEET 5 A MINIMUM OF 200FT OF STORAGE SHALL BE PLACED APPROXIMATELY EVERY 1500 FT. USE BEST JUDGEMENT TO DETERMINE ACTUAL STORAGE LOCATION BASED ON SITE VARIABLES. *** STORAGE TO BE PLACED AT LOCATIONS ALONG THE CONSTRUCTION PATH, NOT ONLY AT THE TAILS *** MATCHLINE SEE SHEET 7 SCALE: 1" =100' 0'50'100'200' 9331 93199337 93019355931393079325 9225 15202 15208 15538 15544 15550 15556 15562 15568 15574 15580 15586 15592 15598 15451 15445 1543115425154191541315407153531534715341153351532915323153171531115305152931528715281 15275 15269 15263 15257 15251 15245 15239 15233 15227 15221 15215 15209 15203 15204 15210 15216 15224 15230 15236 15242 15248 15316 15322 15328 15334 15340 15346 15352 15358 15406 15412 15418 15424 15430 15436 154351542915423154171541115405153611535515349153431533715331 15322 15328 15334 15340 15346 15352 15404 15410 15416 15422 15428 15434 15440 15446 15452 15499 15493 15487 15433154271542115415154091540315381153751536915363153571535115345 15310 15339 15333 15327 15321 153151530915303 15318 15435 15429 15423 1541715407 9130 9136 9142 15402 15408 15414 15420 15426 15432 15467 15461 15455 15449 9233 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROW R OW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE O P EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EO P EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEO P EOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPE O P EO P EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP DH PDH P P P P DH DH KILLION ST SENEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTION781.0'NEED TO PROOF THIS PORTION OF THE PATHWAY BEFORE CONSTRUCTION P92ND AVE SE KAYLA ST SEKAYLA ST SE91ST AVE SE CALLIE AVE SECARISSA ST SECALLIE AVE SE 91ST AVE SE CHAD DR SECULLENS RD SE92ND AVE SE EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPPROOF AND PULL 48CT (TYPICAL) PLACE NEW NODE CABINET 65'800'70'145'330'205'115'205'175'120'175' N SCALE: 1" =100' 0'50'100'200' OF DATE REVISION BY QC CANNON COMPANIESCOMCAST T3A - NEW 2X2 OFF YE01A 4X40000580049 CHAD DR SE & 92ND AVE SE YELM, WA 98597 04/08/2021 AO JB DESIGN 7 7 MATCHLINE SEE SHEET 6 A MINIMUM OF 200FT OF STORAGE SHALL BE PLACED APPROXIMATELY EVERY 1500 FT. USE BEST JUDGEMENT TO DETERMINE ACTUAL STORAGE LOCATION BASED ON SITE VARIABLES. *** STORAGE TO BE PLACED AT LOCATIONS ALONG THE CONSTRUCTION PATH, NOT ONLY AT THE TAILS ***