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of LEGEND OF SYMBOLS EXISTING CONDUITrr--r---r---rrrrrrrrrrrrrrrrrrrrrrrrr� EXISTING AERIAL FIBER BORED CONDUIT..................................................................... TRENCHED CONDUIT................................................................... QUANTITY NEW AERIAL FIBER LF. 599 NEW AERIAL FIBER, OVERLASH .8:ga°°eb4 \ 3''do oma .A, CUT PARALLEL TO UD •$ '?dao ^00°6 � ROCK MESSENGER CABLE HOSE CLAMPS 'OM10'd6 FABRIC '..6 6.9;�ysi°�8yc8 \ FABRIC a°•a .o .g• B BOo •'�b•..e°e°0 NO CITY RECIPIENT FIBER......................................................••••• EXISTING CONDUITrrrr--r-r--rrrrrrrrrrrrrrrrrrrrr-rrrr 2 EXISTING SIGNAL CONDUIT rrrrrrrrrrrr------r-r-rr-----r--- LF. ROW FIBER 96 SM UNDERGROUND SLACK STORAGE NEW PULL BOX 340 NEW PEDESTAL NEW POLE r� NEW DOWN GUY NEW RISER NEW SLACK SPAN {fj NEW SLACK LOOP 00 EXISTING PULL BOX 11 EXISTING PEDESTAL EXISTING UTILITY POLE EXISTING SLACK LOOP 00 EXISTING SPLICE CASE C EXISTING MANHOLE Q SIGN BARRICADE w w w DRUM Q BORE PIT El ARROW PANEL E7 11 CABLE AND CONDUIT DESIGNATIONS B is Conduit Bored (ie..3" B) C is conductor (ie.. 3/C) CC is Coaxial Cable CCC is Camera Control Cable CDC is Camera Detector Cable CG is Circuit Ground CPC is Camera Power Cable DB is Direct Buried DMSC is Dynamic Message Sign Cable EDC is Emergency Detector Cable ETW is Electric Tracer Wire EX is Existing FI is Fabric Interduct FLC is Fiber Locate Cable FTW is Fiber Tracer Wire INS is Install INT is Intraduct LC is Lead -In Cable M is Conduit Mounted (ie..2" M) MB is Main Line Conduit Group Bored (6) 1 1/4" MM is Multi Mode Fiber Cable MT is Main Line Conduit Group Trenched (6) 1 1/4" NO is Number OH is Over Head PR is Pair of Communication (ie..6 PR) REL is Relocate REM is Remove FIGS is Rigid Galvanized Steel SC is Service Cable SL is Street Light SM is Single Mode Fiber Cable T is Conduit Trenched (ie..3" T) TW is Tracer Wire (black or green) ar. s, s• h.adasa rr..p rv,... coos. Ash- se4+ w. e.ti se.�..e Nr.tee rse...T s re s aan ■r...a LOAD MTR vd. Trt-P.e L.L Sa..R Cw-b— b wuC 3A ASTM C lA • ANSUWTE 17 FUTURES: • See i..ie.1— •C. m+.ro r.e b- . b+., , *_ nabs AddOMd B.odrmL W.OM ..rum a a. r..a.. oaRRR Tor o'vctun a� roam Inside Dinomons 33WW 1. 2115119' 1tY16 J7• -. UPN PULL BOX, 24"X36"X36" ff": A.1 AVOID WAI K OR DRIVE QUANTITIES ITEM UNIT QUANTITY CONDUIT, 2" B LF. 599 TRACER WIRE .8:ga°°eb4 \ 3''do oma .A, CUT PARALLEL TO UD •$ '?dao ^00°6 � ROCK to QQ°�eL° ROCK as n 0•$? HOSE CLAMPS 'OM10'd6 FABRIC '..6 6.9;�ysi°�8yc8 \ FABRIC a°•a .o .g• B BOo •'�b•..e°e°0 oY••° e°`�°••e 00••.•"b aa?..�,d;;ooA.y. o -e 9p�6.o 0?00'�iOO•eao OPS ° '�000 �4�'0 EA. 2 FIBER, 96 SM, UNDERGROUND LF. UPN PULL BOX INSTALLATION SUMMARY OF QUANTITIES ITEM UNIT QUANTITY CONDUIT, 2" B LF. 599 TRACER WIRE LF. 599 BUILDING ENTRANCE EA. 1 UPN PULL BOX EA. 2 FIBER, 96 SM, UNDERGROUND LF. 599 FIBER 96 SM UNDERGROUND SLACK STORAGE LF. 340 *ALL FIBER (UNDERGROUND/AERIAL) AND CONDUIT (BORE/TRENCH/PLOW) QUANTITIES ARE MEASURED AS LINEAL FEET BETWEEN CENTERS OF PULL BOXES, CABINETS, AND POLES. QUANTITIES DO NOT ACCOUNT FOR ELEVATION CHANGE OR SLACK.* PROJECT NOTES 1. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY 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 EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND CONSTRUCTIONS. 2. UNLESS AGREED TO IN WRITING IN ADVANCE BY THE CITY, THE DEPTH OF INSTALLED FACILITIES SHALL BE, AT A MINIMUM, AS FOLLOWS: A. FORTY-TWO (42) INCHES IN SOIL, B. FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW LINE OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE, C. FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE OF SAID ROADWAY TO THE TOP OF THE INSTALLATION, D. FORTY-EIGHT (48)INCHES UNDER A STORM WATER OR CREEK CHANNEL DESIGN FLOW LINE, AND E. MAINTAIN A MINIMUM OF 24" OF VERTICAL & HORIZONTAL SPACING FROM EXISTING UTILITIES. 3. ALL POTHOLES IN SIDEWALK PANELS WILL REQUIRE FULL PANEL REPLACEMENT. 4. ANY CUT OR POTHOLE IN A CONCRETE STREETS PANEL WILL REQUIRE FULL PANEL REPLACEMENT. 5. ANY CUT OR POTHOLE IN A ASPHALT STREET LANE WILL REQUIRE SEAM TO SEAM ASPHALT MILLING AND REPLACEMENT. 017-0078 1 G.1 Date: 02\02\2021 Drawn: MR Checked: STS ADDroved: GTS PROJECT: 29489 -BRYAN MEDICAL 820 N.ALPHA STREET olsr- son" W -1 -ft PRIOR TO CONSTRUCTION: CALL 811 FOR LOCATION OF UNDERGROUND TELEPHONE, ELECTRIC, GAS MAINS, CABLE TELEVISION AND OTHER UTILITIES EXISTING UNDERGROUND AND OVERHEAD UTILITIES AND DRAINAGE STRUCTURES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE AND PROTECT EACH EXISTING UTILITY BEFORE AND DURING ACTUAL CONSTRUCTION. CONSTRUCTION SHALL MEET CITY OF GRAND ISLAND STANDARD CONSTRUCTION SPECIFICATIONS AND STANDARD PLANS. ONAL *CI V/( Fti c,2 a GRE ORY T. 3 SEIB E -1515Q sT a-a*anal Q ATF OF NE8PP5 GENERAL NOTES