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Last modified
8/12/2020 1:36:36 PM
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8/12/2020 12:25:11 PM
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202005899
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LEGEND OF SYMBOLS <br />EXISTINGCON DUIT...................................... <br />EXISTING AERIAL F I B E R ----------------------- <br />BOREDCONDUIT .................................................................... I <br />TRENCHEDC 0 N D U I T.................................................................. . <br />NEW AERIAL FIBER ------------------------- <br />NEW AERIAL FIBER,OVERLASH --------------------- <br />MESSENGER CABLE ------------------------ <br />NO CITY RECIPIENT FIBER <br />EXJSTNGCONDUIT •• ..................•••••• ...•...•.. <br />EX:ISTNG SIGNAL CONDUIT <br />FUN <br />NEW PULL BOX <br />NEW PEDESTAL <br />NEW POLE <br />NEW DOWN GUY <br />NEW RISER <br />NEW SLACK SPAN <br />NEW SLACK LOOP <br />EXISTING PULL BOX <br />EXISTING PEDESTAL <br />EXISTING UTILITY POLE <br />EXISTING SLACK LOOP <br />EXISTING SPLICE CASE <br />EXISTING MANHOLE <br />SIGN <br />BARRICADE <br />DRUM <br />BORE PIT <br />ARROW PANEL <br />CABLE AND CONDUIT DESIGNATIONS <br />B is Condutt Bored (le -3" B) <br />C is conductor (le- 3/C) <br />CC is Coa)dal Cable <br />CCC is Camera Control Cable <br />CDC is Camera Detector Cable <br />CG is Circuit Ground <br />CPC is Camera Power Cable <br />DB is Direct Buried <br />DMSC is Dynamic Message Sign Csble <br />EDC is Emergency Detector Cable <br />E1W is Electric Tracer Wire <br />EX is E)dsting <br />R is Fabric Interduct <br />FLC is Fiber Locate Cable <br />FTW is Fiber Tracer Wire <br />INS is Install <br />INT is Intraduct <br />ln�i <br />®R <br />ffl <br />a) <br />D <br />181 <br />OD <br />a:, <br />O <br />A... <br />rl�rr.�rr <br />O <br />D <br />LC is Lead -In Cable <br />M is Conduit Mounted (ie -2" M <br />MB is Main Line Conduit Group Bored (6) 1 1/4" <br />MVI is Multi Mode Fiber Csble <br />MT is Main Line Conduit Group Trenched (6) 11/4" <br />NO is Number <br />OH is Over Head <br />PR is Pair of Communication (ie- 6 PR) <br />REL is Relocate <br />REM is Remove <br />RGS is Rigid Galvanized Staal <br />SC is Service Cable <br />SL is Street Light <br />SM is Single Mode Fiber Cable <br />T is Conduit Trenched (le -3" 1) <br />TW is Tracer Wire (black or green) <br />PCA243636-00006 <br />POLYMER CONCRETE ASSEMBLY <br />24, X3SX39' <br />sem., Pb F—,, <br />2. <br />LOAD RATNOS <br />W d.M Trafft. P.M la SkW. c <br />Ca.b— b <br />•Wuc3.6 <br />• ASTM C 667 <br />AN36CTE n <br />FEATURES: <br />i� <br />6Wn6 bolA <br />- Y6egd dninhol. <br />AddWonal goduct Nlom.6on <br />mrNnued m 6. rewrae <br />nP..1, 1 s <br />�.osu <br />inside Dimensions <br />Dslh <br />a^vA <br />319116• 285115- 33• <br />UPN PULL BOX. 24"X36"X36" <br />REV.. Al <br />SUMMARY OF QUANTITIES <br />PROJECT NOTES I <br />Dek 07A2M2o Lxaw 9M <br />— dvxked: STS <br />ITEM <br />UNIT <br />QUANTITY <br />CONDUIT, 2" B <br />LF. <br />1,252 <br />TRACER WIRE <br />LF. <br />1 52 <br />UPN PULL BOX <br />EA <br />3 <br />BUILDING ENTRANCE <br />EA <br />1 <br />FIBER 96 SM UNDERGROUND <br />LF. <br />1,252 <br />FIBER, 96 SM UNDERGROUND SLACK STORAGE <br />LF. <br />420 <br />'ALL FIBER (UNDERGROUND/AERIAL) AND CONDUIT (BORE/TRENCH/PLOW) QUANTITIES ARE <br />MEASURED AS LINEAL FEET BETWEEN CENTERS OF PULL BOXES, CABINETS, AND POLES. <br />QUANTITIES DO NOT ACCOUNT FOR ELEVATION CHANGE OR SLACK.` <br />kdom udilli. <br />PRIOR TO CONSTRUCTION: <br />CALL 811 FOR LOCATION OF <br />UNDERGROUND TELEPHONE, <br />ELECTRIC, GAS MAINS, CABLE <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD UTILITIES AND <br />DRAINAGE STRUCTURES HAVE <br />BEEN PLOTTED FROM <br />AVAILABLE INFORMATION AND <br />THEREFORE, THEIR LOCATIONS <br />MUST BE CONSIDERED <br />APPROXIMATE ONLY. IT IS THE <br />RESPONSIBILITY OF THE <br />INDIVIDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT <br />EACH EXISTING UTILITY BEFORE <br />AND DURING ACTUAL <br />CONSTRUCTION. <br />CONSTRUCTION SHALL MET CITY <br />OF GRAND ISLAND STANDARD <br />CONSTRUCTION SPECIFICATIONS <br />AND STANDARD PLANS. <br />?(PG <br />OANL C! V/4 <br />tt SEIB T. <br />SE18 <br />E-15150 <br />7 -a9 -aoao <br />CPQ * `%� <br />�rF OF NES�9 <br />GENERAL NOTES <br />PROJECT NOTES I <br />Dek 07A2M2o Lxaw 9M <br />— dvxked: STS <br />1. <br />THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY <br />GTS <br />FACILITIES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND <br />UTILITIES, WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED <br />PROJECT: 21567-BOSSELMAN ENIERPR]SES <br />BY THE UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO <br />1607 S LOCUST STREET <br />EXCAVATION WILL BE PERMITIED N THE AREA OF THE UNDERGROUND <br />UTILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND <br />IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE CONTRACTOR <br />SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND <br />AERIAL UTILITIES AND CONSTRUCTIONS. <br />O I V V O 1 1 <br />2. <br />UNLESS AGREED TO N WRITING N ADVANCE BY THE CITY, THE DEPTH OF <br />Un ite <br />POWE NEW= <br />INSTALLED FACILITIES SHALL BE, AT A MINIMUM, AS FOLLOWS: <br />A FORTY-TWO (42) INCHES N SOIL, <br />B. FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW LINE <br />OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE, <br />C. FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE <br />OF SAID ROADWAY TO THE TOP OF THE INSTALLATION, <br />D. FORTY-EIGHT (48) INCHES UNDER A STOMA WATER OR CREEK CHANNEL <br />DESIGN FLOW LINE, AND <br />E MAINTAIN A MINIMUM OF 24" OF VERTICAL & HORIZONTAL SPACING FROM <br />EXISTING UTILITIES. <br />3. <br />ALL POTHOLES N SIDEWALK PANELS Will. REQUIRE FUU. PANEL REPLACEMENT. <br />4 <br />ANY CUT OR POTHOLE N A CONCRETE STREETS PANEL WILL REQUIRE FULL <br />PANEL REPLACEMENT. <br />5. ANY CUT OR POTHOLE N A ASPHALT STREET LANE WILL REQUIRE SEAM TO <br />SEAM ASPHALT MILLING AND REPLACEMENT. <br />NtrBww �aaw <br />kdom udilli. <br />PRIOR TO CONSTRUCTION: <br />CALL 811 FOR LOCATION OF <br />UNDERGROUND TELEPHONE, <br />ELECTRIC, GAS MAINS, CABLE <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD UTILITIES AND <br />DRAINAGE STRUCTURES HAVE <br />BEEN PLOTTED FROM <br />AVAILABLE INFORMATION AND <br />THEREFORE, THEIR LOCATIONS <br />MUST BE CONSIDERED <br />APPROXIMATE ONLY. IT IS THE <br />RESPONSIBILITY OF THE <br />INDIVIDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT <br />EACH EXISTING UTILITY BEFORE <br />AND DURING ACTUAL <br />CONSTRUCTION. <br />CONSTRUCTION SHALL MET CITY <br />OF GRAND ISLAND STANDARD <br />CONSTRUCTION SPECIFICATIONS <br />AND STANDARD PLANS. <br />?(PG <br />OANL C! V/4 <br />tt SEIB T. <br />SE18 <br />E-15150 <br />7 -a9 -aoao <br />CPQ * `%� <br />�rF OF NES�9 <br />GENERAL NOTES <br />
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