202001289 - Laserfiche WebLink

Browse

ft 00 C) LEGEND OF SYMBOLS EXISTINGCONDUIT ...................................... PROJECT NOTES f EXISTING AERIAL FIBER ----------------------- ITEM BOREDCONDUIT....................................................................I QUANTITY TRENCHEDC 0 N D U I T ................................................................... LF. NEW AERIAL F I B E R ------------------------- CONDUIT 4" SCHEDULE 80 HOPE NEW AERIAL FIBER,OUERLASH--------------------- 720 MESSENGER CABLE ------------------------ LF. NO CITY RECIPIENT FIBER BUILDING ENTRANCE EXISTINGCONDUIT • ••••••••••••••••••••••••• .......... EXISTINGSIGNAL CONDUIT ... ••••••••••••••••••••••••• .... ROW FIBER 144 SM UNDERGROUND I NEW PULL BOX 1 2,638 NEW PEDESTAL LF. 480 V NEW POLE 1,005 NEW DOWN GUY LF. NEW RISER :... NEW SLACK SPAN .ffl NEW SLACK LOOP O } EXISTING PULL BOX D EXISTING PEDESTAL W EXISTING UTILITY POLE EXISTING SLACK LOOP D. FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL EXISTING SPLICE CASE EXISTING MANHOLE Q SIGN _A_ BARRICADE DRUM (w BORE PIT D ARROW PANEL 4 CABLE AND CONDUIT DESIGNATIONS B is Condutt Bored (ie -3" B) C is conductor (e.. 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 Csble EDC is Emergency Detector Cable E1 W is Electric Tracer Wire EX is Existing H 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" WA is Multi Mode Fiber Csble MT is Main Line Conduit Group Trenched (6) 11/4" NO is Number OH is Over Head PR is Pair of Communication (ie- 6 PR) REL is Relocate REM is Remove RGS is Rigid Galvanized Staal SC is Service Cable SL is Street Light SM is Single Mode Fiber Cable T is Conduit Trenched (ie..3" 1) TW is Tracer Wire (black or green) PCA243636-00006 POLYMER CONCRETE ASSEMBLY 391xV x36•• ¢ar am"i moon. - ay.ng Pcyma carroole ASsemCN,agl't F �3.s� 3/tr Ky : xrrre a «ddl � LOAD RATFM Yrridereal Traffic' ran. Parift is &dewak conacros fx •WUC3.6 ASTM C 867 •ANSVSCTE 77 FEATURES • Siad resistant me •Stainlesssteeibogs • cestin RoM re[ me - inlegrsMrainholes Addniond mwmation continued Composites for -28, A. -- W ..Inside Dirnenwri5.. -..... ram, , LW, 339115-----1-----2115116---- ---33 REV: Al UPN PULL BOX. 24"X36"X36" SUMMARY OF QUANTITIES PROJECT NOTES f Dak 01\2312020 lr-- TMR ______ _,checked; SIS jApproved: G15 ITEM UNIT QUANTITY CONDUIT, 1.5" B LF. 2,923 CONDUIT 4" SCHEDULE 80 HOPE LF. 720 TRACER WIRE LF. 3,643 BUILDING ENTRANCE EA 1 UPN PULL BOX EA 5 FIBER 144 SM UNDERGROUND I LF. 1 2,638 FIBER 144 SM UNDERGROUND SLACK STORAGE LF. 480 FIBER 24 SM UNDERGROUND LF. 1,005 FIBER 24 SM UNDERGROUND SLACK STORAGE LF. 1 180 `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. - 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 5 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. ,L cr vii F 5 �4 G OFtt T. y` % 9 SEIB E-15150 (P - a ao-40 r QTR ca OF NEeP�� GENERAL NOTES PROJECT NOTES f Dak 01\2312020 lr-- TMR ______ _,checked; SIS jApproved: G15 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 PROJECT: 23314•EAKES OFFICE SUPPLY BY THE UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO 3636 W STOUEY PAC FOOD EXCAVATION WILL BE PERMITIED N 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. OIVVOI 1 a 2. UNLESS AGREED TO N WRITING N ADVANCE BY THE CITY, THE DEPTH OF 17n ite PRNATE NE11110M INSTALLED FACILITIES 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 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 8r 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 WILL REQUIRE SEAM TO SEAM ASPHALT MILLING AND REPLACEMENT. ylpnTa. Iw.■wTtbll9ot Cadbdom Malt 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 5 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. ,L cr vii F 5 �4 G OFtt T. y` % 9 SEIB E-15150 (P - a ao-40 r QTR ca OF NEeP�� GENERAL NOTES