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SITE PLAN NOTES: <br /> 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE <br /> PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. <br /> s <br /> 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL <br /> PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING NEW AMERICAN TOWER• <br /> PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. <br /> ATC TOWER SERVICES,LLC <br /> 3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. 3500 REGENCY PARKWAY <br /> SUITE 100 <br /> CARY,NC 27518 <br /> PHONE:(919)468-0112 <br /> COA:3408 <br /> LEGEND <br /> ® GROUNDING TEST WELL C O R E ONE <br /> ATS AUTOMATIC TRANSFER SWITCH <br /> o <br /> B BOLLARD CONSULTING USA <br /> CSC CELL SITE CABINET t - '• .. - '.••' <br /> D DISCONNECT — f 4515 S.MCCLINTOCK DRIVE,SUITE 217 <br /> E ELECTRICAL CON. PAD PROPOSED TEMPE,AZ 85282 <br /> F FIBER (1)OVP12 <br /> GEN GENERATOR - <br /> G GENERATOR RECEPTCLE <br /> REV. DESCRIPTION BY DATE <br /> HH,V HAND HOLE,VAULT EXISTING <br /> IB ICE BRIDGE (6) / Z . PRELIM REG 07/14/21 <br /> L L DIFLEXER <br /> K KENTROX BOX 22'-0" X 25'-6'" (TO BE REMOVED) QO 100% CD REG 07/14/21 <br /> LC LIGHTING CONTROL SHELTER <br /> M METER A <br /> EXISTING - <br /> PB PULL BOX (1) OVP6 TO REMAIN A - <br /> PP POWER POLE A — <br /> T TELCO <br /> TRN TRANSFORMER ATC SITE NUMBER: <br /> CHAINLINK FENCE 83067 <br /> ATC SITE NAME: <br /> SOUTH EVERETT <br /> I <br /> t� I VERIZON SITE NAME: <br /> 0 4"= L. i WASE SOUTH EVERETT <br /> i:� -�R.y,� r �� i _� ! (E) H—FRAME <br /> �44, <br /> , A/C A/C , „ii SITE ADDRESS: <br /> i I PROPOSED 709 80ST SW <br /> 12X24 HYBRID CABLE EVERETT,WA 98203 <br /> � 2� PB -IB' (1) <br /> az <br /> GEN. EXISTING SEAL: <br /> --'-'� (1) 6X12 HYBRID CABLE .)►�a1t� <br /> U I LATTICE I-'-='Till CHAINLINK FENCE t <br /> 1 TOWER I I W/3-STRAND <br /> 1 I BARBED WIRE <br /> M14M 1 L.110.1 & PRIVACY SLATS fp, <br /> J //~ <br /> ---` 2'-2"X 4'-4" OE <br /> ���•���///777 <br /> 4 ' TRN GEN. M • / <br /> r • PUBLIC TRANSIT aK 56058 / <br /> • <br /> BO e , 3'-0""X 4'-0" ��� �E Fri �� <br /> CISTER \ <br /> FSS/pNAI �-�� <br /> V \\/ <br /> I EXISTING 16'-0" II <br /> WIDE GATE vet'izori ' <br /> PROPOSED CABLE LENGTH: <br /> 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 180'. <br /> ESTIMATED LENGTH OF CABLE WAS PROVIDED BY <br /> CUSTOMER OR CALCULATED BY ADDING THE RAD <br /> DATE DRAWN: <br /> CENTER AND THE DISTANCE FROM THE SHELTER 07/14/21 <br /> ENTRY PLATE TO THE TOWER(ALONG THE ICE ATC JOB NO: 13671799_G5 <br /> BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF <br /> CUSTOMER ID: WASE SOUTH EVERETT <br /> 15%(OF THE TWO PREVIOUS VALUES),CDS DEFER <br /> TO GREATEST CABLE LENGTH, CUSTOMER#: 102287 <br /> 2. ROUTE PROPOSED CABLES ALONG SAME PATH AS <br /> EXISTING CABLES AND IN ACCORDANCE WITH <br /> STRUCTURAL ANALYSIS.WHERE POSSIBLE UTILIZE O DETAILED SITE PLAN <br /> EXISTING CABLE SUPPORT STRUCTURES AS DETAILED SITE PLAN <br /> PROVIDED FOR CARRIER TO ADEQUATELY SECURE <br /> CABLES,USING EITHER APPROPRIATELY SIZED GRAPHIC SCALE <br /> STAINLESS STEEL SNAP-INS OR MOUNTING <br /> 0 <br /> MANUFACTURER.OTHERWISE,ATTACH CABLES TOHARDWARE AND BRACKETS AS SPECIFIED BYE 10 Emil 10 SHEET NUMBER: REVISION: <br /> HORIZONTAL OR DIAGONAL TOWER MEMBERS 101 0 <br /> USING PROPOSED STAINLESS STEEL ADAPTERS(DO (IN FEET) <br /> NOT ATTACH TO TOWER LEG). 1 UNIT=10 FEET <br />