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y aaM 1� LEGEND OF SYMBOLS EXISTING CONDUIT EXISTING AERIAL FIBER BORED CONDUIT....................................................................1 TRENCHED CONDUIT................................................................... NEW AERIAL FIBER NEW AERIAL FIBER, OVERLASH MESSENGER CABLE NO CITY RECIPIENT FIBER........................••••.•.•.•.•.•.•.•.•...•.•......... EXISTING CONDUIT — — — — — — — — — — — — — — — — — — — — — — ------ EXISTING SIGNAL CONDUIT ROW NEW PULL BOX NEW PEDESTAL Z� NEW POLE 9 NEW DOWN GUY —I ` NEW RISER NEW SLACK SPAN 69 NEW SLACK LOOP CO EXISTING PULL BOX ❑ EXISTING PEDESTAL EXISTING UTILITY POLE Q l EXISTING SLACK LOOP CO g EXISTING SPLICE CASE EXISTING MANHOLE O a ESIGN ...�.� 8 BARRICADE DRUM OO s BORE PIT ❑ dARROW PANEL C C C 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 Interdud 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) PCA243636-OOM POLYMER CONCRETE ASSEMBLY W . b' . 36' sous la s�wuc tac� - rAa. e°A6 9rr16.r n.IrvL.r lev.op r Ant. d nt6.r1 Vrrre LOAD RATMOe k..Mwootrove P I0 Lee. 6r...A °. c1— I. WUC 16 ASTM C 657 • AIaSVSCTE n sEATL4=L LJ601,fhA APP -1 • sv:+.. w6r eon n° , I. AYI..IPMrt. M.•Wr oe.61Aw6 anM..wA6 1poWa)6 I tet}/ Inside Denensoft 3) WW 21 1116' 3r UPN PULL BOX, 24"X36"X36" REV A t AVOID WALK OR DRIVE ITEM UNIT QUANTITY In LF. ¢w X TRACER WIRE j u 8 <88 °•6 �°.°°; N ��°•°.qog��$;�� CUT PARALLEL 6e�,°°S, °aa• e'er TO LID •'�8' ROCK / ROCK .......... .; HOSE CLAMPS ••� .j.g $ \ FABRIC FABRIC ;°• °° °'ab_•ea'8e^• / .sag°�°e`°°°�,a°°4M1� •�� was^. a8 :6a�d • baa,$ - _. • 0 yyoo • •'�o°o ,gam ° ro°•°°��•Ro oPoB •�oeo ofo� FIBER, 144 SM, UNDERGROUND LF. UPN PULL BOX INSTALLATION SUMMARY OF QUANTITIES ITEM UNIT QUANTITY CONDUIT, 1.5" B LF. 514 TRACER WIRE LF. 514 BUILDING ENTRANCE EA. 1 UPN PULL BOX EA. 2 FIBER, 144 SM, UNDERGROUND LF. 514 FIBER 144 SM UNDERGROUND SLACK STORAGE LF. 340 *ALL FIBER (UNDERGROUND/AERIAL) AND CONDUIT (BORE] 1RENCH/PLOW) lauANTITIES 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 FACILMES 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. Date: 09\23\2019 Checkedurawn: : I rvlSTSn ADDroved: JPD PROJECT: 23199 -STATE OF NEBRASKA HEALTH 8 HUMAN SERVICE 208 N.PINE STREET olssonA 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. ef JOHN PAUL m CL_ DIEDIKER GENERAL NOTES