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LEGEND OF SYMBOLS EXISTINGC 0 N D UIT...................................... EXISTING AERIAL F I B E R ----------------------- BOREDCONDUIT .................................................................... I TRENCHEDC 0 N D U I T................................................................... NEW AERIAL FIB E R ------------------------- NEW AERIAL FIBEROJE14 — --------------------- MESSENGER CABLE ------------------------ NO CITY RECIPIENT FIBER........................................................... EXISTINGCONDUIT •• ........................• EXISTING SIGNAL CONDUIT • • • • • ROW NEW PULL BOX NEW PEDESTAL NEW POLE NEW DOWN GUY NEW RISER NEW SLACK SPAN NEW SLACK LOOP EXISTING PULL BOX EXISTING PEDESTAL EXISTING UTILITY POLE EXISTING SLACK LOOP EXISTING SPLICE CASE EXISTING MANHOLE SIGN BORE PIT ARROW PANEL CABLE AND CONDUIT DESIGNATIONS TI (Y) D 181 OD a:, O D B is Condutt Bored (ie -3" B) LC is Lead -In Cable C is conductor (ie.. 3/C) M is Conduit Mounted (ie -2" M CC is Coaxial Cable MB is Main Line Conduit Group Bored (6) 1 1/4" CCC is Camera Control Cable AMI is Multi Mode Fiber Csble CDC is Camera Detector Cable MT is Main Line Conduit Group Trenched (6) 11/4" CG is Circuit Ground NO is Number CPC is Camera Power Cable OH is Over Head DB is Direct Buried PR is Pair of Communication (ie- 6 PR) DMSC is Dynamic Message Sign Csble RFL is Relocate EDC is Emergency Detector Cable REM is Remove E1W is Electric Tracer Wire RGS is Rigid Galvanized Steal EX is E)dsting SC is Service Cable R is Fabric Interduct SL is Street Light FLC is Fiber Locate Cable SM is Single Mode Fiber Cable FTW is Fiber Tracer Wire T is Conduit Trenched (ie -3" 1) INS is Install 1W is Tracer Wire (black or green) INT is Intraduct KA243636-OOM POLYMER CONCRETE ASSEMBLY 24- X 3r X 3r Skim N> nom, X &S 4W� W30 fbc Bdfa adatl Nan Wide ISwiM t>tia o1Jf1Y,Nded LOAD RATINGS kw Mafal Traffic. Paltrp LR SkWAralk Card c •WUC3.5 ASTM C 057 ANSISM 77 FEATURES: :USONR us�n �owtl MS1eipoeedd aaentkd gid-aMfai . w. •Sfaidsaas0eeprob caratr r rre ti la - Ypal tlrainholes Addlbnal productlnlomad- oonfinuad m flw rwaaa --------------------------- SaSpo 1Q81faf.-A R[.NM,CWbmll ) s7�.osox Inside Drnensions 339115 2115115• UPN PULL BOX, 24"X36"X36" AVOID WALK OR DRIVE at r \ t' o 10 RI111I11l8l LID Rte( ND! al1011 FABRIC "r /� .vf as l,• •♦ a �� +l UPN PULL BOX INSTALLATION ROW Al SUMMARY OF QUANTITIES �t �ckILdA:M* im LAJ�roved: JPD 1. UNIT QUANTITY CONDUIT, 1.5" B L.F. 1,113 TRACER WIRE LF. 1,113 UPN PULL BOX EA 2 FIBER 96 SM UNDERGROUND LF. 1,113 FIBER 96 SM. UNDERGROUND SLACK STORAGE LF. 160 "ALL FIBER (UNDERGROUND/AERIAL) AND CONDUIT (BOREITRENCHIPLOW) QUANTITIES ARE MEASURED AS LINEAL FEET BETWEEN CENTERS OF PULL BOXES, CABINETS, AND POLES. QUANTITIES DO NOT ACCOUNTFOR ELEVATION CHANGE OR SLACK - AERIAL FIBER INSTALLATION 1 INSTALL THE MESSENGER WITH CABLES TO SPECIFIED SAG AS SUBMITIED ON COMM -SCOPE SAG DATA PROJECT NOTESI- �t �ckILdA:M* im LAJ�roved: JPD 1. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY 2 FIELD VERIFY ALL NEWLY INSTALLED CABLE/MESSENGER CLEARANCES ARE UNDERGROUND TELEPHONE, FACILITIES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED BY THE UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO PROJECT 23886 -lilt AND NORTH ROAD TELEVISION AND OTHER UTILITIES. EXCAVATION WILL BE PERMITIED N THE AREA OF THE UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND 4. GROUNDING TO BE INSTALLED AS STATED N THE CONTRACT. OVERHEAD UTILITIES AND IDENTIFIED TO THE SATISFACTION OF ALL PARTES. THE CONTRACTOR DRAINAGE STRUCTURES HAVE SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND BEEN PLOTIED FROM AERIAL UTILITIES AND CONSTRUCTIONS. O I V V O 1 1 2. UNLESS AGREED TO N WRITING N ADVANCE BY THE CITY, THE DEPTH OF MUST BE CONSIDERED Unite PIMi INSTALLED FACILITES SHALL BE, AT A MINIMUM, AS FOLLOWS: A FORTY-TWO (42) INCHES N SOIL, B. FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW LINE INDIVIDUAL CONTRACTORS TO OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE, EXACTLY LOCATE ANO PROTECT C. FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE AND DURING ACTUAL OF SAD ROADWAY TO THE TOP OF THE INSTALLATION, CONSTRUCTION. D. FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL OF GRAND ISLAND STANDARD DESIGN FLOW LINE, AND CONSTRUCTION SPECIFICATIONS E MAINTAIN A MINIMUM OF 24" OF VERTICAL & HORIZONTAL SPACING FROM EXISTING UTILITIES. 3. ALL POTHOLES N SIDEWALK PANELS Will. REQUIRE FUU. PANEL REPLACEMENT. 4 ANY CUT OR POTHOLE N A CONCRETE STREETS PANEL WILL REQUIRE FULL PANEL REPLACEMENT. 5. ANY CUT OR POTHOLE N A ASPHALT STREET LANE WALL REQUIRE SEAM TO SEAM ASPHALT MILLING AND REPLACEMENT. BBlersB�� AERIAL FIBER INSTALLATION 1 INSTALL THE MESSENGER WITH CABLES TO SPECIFIED SAG AS SUBMITIED ON COMM -SCOPE SAG DATA PRIOR TO CONSTRUCTION: CALL 811 FOR LOCATION OF 2 FIELD VERIFY ALL NEWLY INSTALLED CABLE/MESSENGER CLEARANCES ARE UNDERGROUND TELEPHONE, CONSTRUCTED N ACCORDANCE WITH THE NESC. ELECTRIC, GAS MAINS, CABLE 3 ALL ABANDONED BOLT HOLES ARE TO BE TREATED WITH WOOD PRESERVER TELEVISION AND OTHER UTILITIES. AND PLUGGED WITH SIMILAR MATERIALS AS STATED N THE CONTRACT. EXISTING UNDERGROUND AND 4. GROUNDING TO BE INSTALLED AS STATED N THE CONTRACT. OVERHEAD UTILITIES AND DRAINAGE STRUCTURES HAVE BEEN PLOTIED FROM AVAILABLE INFORMATION AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT 6 THE RESPONSIBILITY OF THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE ANO PROTECT EACH EXISTING UTILITY BEFORE AND DURING ACTUAL CONSTRUCTION. CONSTRUCTION SHALL MEET CITY OF GRAND ISLAND STANDARD CONSTRUCTION SPECIFICATIONS AND STANDARD PLANS. Cb Q JOHN PAUL R+ CL DIEDIIERR E-16912 �rF OF NE8PP9 GENERAL NOTES