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201901919
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4/3/2019 4:08:48 PM
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4/3/2019 2:48:02 PM
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201901919
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201901919 <br />LEGEND OF SYMBOLS <br />EXISTING CONDUIT <br />EXISTING AERIAL FIBER <br />TRENCHED CONDUIT <br />NEW AERIAL FIBER <br />NEW AERIAL FIBER, OVERLASH <br />MESSENGER CABLE <br />EXISTING CONDUIT <br />EXISTING SIGNAL CONDUIT <br />ROW <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 SPI IGE CASE <br />EXISTING MANHOLE <br />SIGN <br />BARRICADE <br />DRUM <br />BORE PIT <br />ARROW PANEL <br />CABLE AND <br />CONDUIT DESIGNATIONS <br />L.' <br />'4 <br />e <br />00 <br />0 <br />0 <br />05 <br />O <br />1<<<1 <br />8 is Conduit Bored (ie..3- 8) <br />C Is cmductar (Ie.. 3/C) <br />CC is Coaxial Cade <br />CCC is Camera Coned Cable <br />CDC is Camera Detects Cable <br />CG Is Gail Ground <br />CPC Is Camera Power Cable <br />DB is Direct Buried <br />DMSC Is O/rarnic Message Sign Cable <br />LDC is Emergency Detects Cade <br />E1W le Electric Tracer Wire <br />EX is Existing <br />FI Is Fabric Interducl <br />FLG is Fiber Locate Cade <br />FTW 10 Fiber Tracer Wire <br />INS Is Install <br />INT Is Intraduct <br />LC is Lead -In Cable <br />M is Condull Mounted (1e.2" M) <br />MBs Man Line Conduit Group Bored (6(1 1/4" <br />MM Is Mull) Mode Fiber Cable <br />MT 15 Man Line Conduit Group Trenched (6) 1 1/4' <br />NO I5 Number <br />08 is Over Head <br />PR 15 Par of Communication (1e.. 6 PR) <br />REL Is Relocate <br />REM is Remove <br />RGS Is Rigid Galvanized Steel <br />SC i5 Service Cade <br />SL is Street Ught <br />SM Is Single Mode Fiber Cade <br />T 0 CoXdui Trenched (ie..3" T) <br />1W is Tracer Wire (black or green) <br />SUMMARY OF QUANTITIES <br />ITEM <br />UNIT <br />GUMMY <br />CONDUIT 15 8 <br />LF. <br />1137 <br />TRACER WIRE <br />LE <br />1137 <br />FIBER. 96 SM UNDERGROUND <br />LF. <br />1,137 <br />FIBER. 96 SM UNDERGROUND SLACK STORAGE <br />LP <br />180 <br />PROJECT NOTES <br />1, THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY <br />FACILITIES MAY NOT BE INDICATED ON THESE PLANS. UNDERGROUND <br />UIILITICS, WHETHER SHOWN OR NOT, WILL BE LOCATED AND FLAGGED <br />BY THE UTILITIES UPON THE REQUEST OF THE CONTRACTOR. NO <br />EXCAVATION WILL BE PERMITTED N THE AREA OF THE UNDERGROUND <br />UTILITIES UNTIL ALL SUCH FACILITIES FiAVE 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 />2. UNLESS AGREED TO IN WRITING IN ADVANCE BY THE CITY, THE DEPTH OF <br />INSTALLED FACILITIES SHALL BE, AT A MINIMUM. AS FOLLOWS: <br />A FORTY-TWO (42) INCHES IN 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) INCITES UNDER A ROADWAY MEASURED FROM TIIF SURFACE <br />OF SAID ROADWAY 10 THE TOP OF THE INSTALLATION, <br />D. FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL <br />DESIGN FLOW LINE. AND <br />E. MAINTAJN A MINIMUM OF 24" OF VERTICAL 8 HORIZONTAL SPACING FROM <br />EXISTWG UTILITIES. <br />3. ALL POTHOLES IN SIDEWALK PANELS WILL REQUIRE FULL PANEL REPLACEMENT. <br />4. ANY CUT OR POTHOLE IN A CONCRETE STREETS PANEL WILL REQUIRE FULL <br />PANEL REPLACEMENT. <br />5. ANY CUT OR POTHOLE IN A ASPHALT STREET LANE WILL REQUIRE SEAM TO <br />SEAM ASPHALT MILLING AND REPLACEMENT. <br />EXHIBIT "A"- 2019/3/20 <br />PAGE 2 OF 4 <br />PROJECT N0 <br />SHEET NO. <br />017-0078 <br />G1 <br />Date: 03,1,010 <br />Or : TMR <br />cnacyea� STS <br />App.. JPD <br />PROJECT: 20773-S ATE OE NEBRASKA <br />300 F. AIRPORT ROAD <br />olsson <br />Unite <br />WWI !Mad <br />110111111111 <br />bias <br />PRIOR TO CONSTRUCTION: <br />CALL 811 FOR LOCATION OF <br />UNDERGROUND TELEPHONE. <br />EI ECTRIC, GAS MAINS, CART F <br />TELEVISION AND OTHER UTILITIES. <br />EXISTING UNDERGROUND AND <br />OVERHEAD UTIUTIES 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 />INDMDUAL CONTRACTORS TO <br />EXACTLY LOCATE AND PROTECT <br />EACH EXISTING UTILITY BEFORE <br />AND DURING ACTUAL <br />CONSTRUCTION. <br />CONSTRUCTION SHALL MEET CITY <br />OF GRAND ISLAND STANDARD <br />CONSTRUCTION SPECIFICATIONS <br />AND STANDARD PLANS. <br />GENERAL NOTES <br />
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