Laserfiche WebLink
Q U <br /> Z jr <br /> G� <br /> MAPPING LEGEND W <br /> ABBREVIATIONS GENERAL NOTES i <br /> EXISTING CONTOUR (MINOR) =y <br /> ACE ANDERSON CONSULTING ENGINEERS, INC. - ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE CITY OF FORT COLLINS STANDARD CONSTRUCTION z y <br /> EXISTING CONTOUR (MAJOR) 1. SPECIFICATIONS AND THE LATEST EDITION OF THE CITY OF FORT COLLINS STORM DRAINAGE CRITERIA UNLESS c y = <br /> BOW BACK OF WALK <br /> - - OTHERWISE NOTED ON THIS PROJECT'S DRAWINGS AND SPECIFICATIONS. <br /> R PROPOSED CONTOUR <br /> OW RIGHT OF WAY <br /> ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE OWNER RESERVES THE RIGHT <br /> EXISTING PROPERTY BOUNDARY z . <br /> CURB AND GUTTER _ 2. TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND Q <br /> ---------- EXISTING EASEMENT BOUNDARY SPECIFICATIONS SET FORTH HEREIN. <br /> ELEVATION <br /> EA EMERGENCY ACCESS —"—"—"— EXISTING FENCE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND <br /> -- ---- --- 3. UTILITIES WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. THE <br /> EX EXISTING EXISTING STORM SEWER CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. <br /> PP PROPOSED -- EXISTING SANITARY SEWER 4 THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING FOR THIS PROJECT. ALL SURVEYING MUST BE PERFORMED <br /> --- - UNDER THE SUPERVISION OF A COLORADO LICENSED SURVEYOR. <br /> ------ -- EXISTING WATER LINE <br /> INV. INVERT THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AS DESIGNATED BY <br /> TYP. TYPICAL - - ',`- -- EXISTING GAS LINE S• THE OWNER. O <br /> - 6. REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS. <br /> L.F. LINEAR FEET EXISTING IRRIGATION LINE <br /> - THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRAC' Q <br /> GB GRADE BREAK ----- we — EXISTING OVERHEAD ELECTRIC 7• DOCUMENTS. <br /> EOC EDGE OF CONCRETE - *''- -- EXISTING OVERHEAD TELEPHONE THE CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, AND LANDSCAPING EXCEPT AS SHOWN ON F- <br /> - - - - -- - B. THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, SIDEWALK, AND O LLJ <br /> EOA EDGE OF ASPHALT ----- -- UNDERGROUND ELECTRICAL POWER LINE LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. LL. LLJ <br /> ESMT EASEMENT -- - UNDERGROUND TELEPHONE LINE THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FINAL <br /> EROSION CONTROL PLAN TO THE APPROPRIATE GOVERNING AUTHORITY FOR REVIEW PRIOR TO MOBILIZATION. THE V) <br /> UE UTILITY EASEMENT - - -- -- - UNDERGROUND FIBER OPTIC LINE 9' CONTRACTOR SHALL ALSO PREPARE AND MAINTAIN A STATE OF COLORADO APPROVED STORMWATER MANAGEMENT PLAN V <br /> _ (SWMP). w <br /> TOP OF CURB - — — — - FLOWLINE THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL <br /> TBW TOP BACK OF WALK WATER WELL, FIRE HYDRANT, WATER VALVE 10• REGULATIONS, AND SHALL PROVIDE ACCESS TO THE SITE FOR ALL EMERGENCY VEHICLES. 0 <br /> FL FLOW LINE v WATER SHUTOFF, SERVICE AND METER THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY Jl <br /> -- - THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE OWNER FOR THE <br /> LOD LIMIT OF DISTURBANCE w WATER MARKER AND MANHOLE 11. SAFETY OF TRAFFIC OR PEDESTRIANS, BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION <br /> - - OF THE DAY'S WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND <br /> L.F. LINEAR FEET a E3 W ELECTRIC METER, BOX AND VAULT MATERIALS TO SATISFACTORILY CLEAN THE ADJACENT ROADWAYS AT NO ADDITIONAL COST TO THE PROJECT. <br /> EGL ENERGY GRADE LINE THE PROJECT IS LOCATED IN A DRAINAGE AREA, WHICH IS SUBJECT TO FLOODING DURING RAINFALL EVENTS. THE <br /> POWER POLE, GUY WIRE, ELECTRIC PEDESTAL 12 CONTRACTOR SHALL MAINTAIN A CONTINGENCY PLAN FOR THE POTENTIAL OF FLOODING. THE CONTRACTOR SHALL BE U) Y ~ Q <br /> o HGL HYDRAULIC GRADE LINE - - - - - - RESPONSIBLE FOR THE MAINTENANCE, MITIGATION, OR REPLACEMENT OF ALL EROSION PROTECTION THAT IS DAMAGED OR Z U <br /> _ ELECTRIC MANHOLE, LIGHT POLE WASHED AWAY BY FLOODING. Q w Z <br /> __ -ja � <br /> H HIGH E- FIBER OPTIC VAULT AND MARKER <br /> 0 <br /> r W WIDE O IX <br /> a c TELEPHONE PEDESTAL, MARKER AND MANHOLE 0 Z Z w w 9N <br /> DIA. DIAMETER <br /> a SANITARY MANHOLE, CLEAN OUT, CONTROL POINT <br /> CL CENTERLINE - w = d <br /> N NORTHING SURVEY CONTROL BENCHMARK _ <br /> � QQ w <br /> N � OQaZ � <br /> tx E EASTING O GEOTECHNICAL TEST HOLE O U 2 <br /> a STA. STATION � _--- w (n <br /> c� <br /> CMP CORRUGATED METAL PIPE DECIDUOUS / CONIFEROUS TREE U) Z <br /> RCP REINFORCED CONCRETE PIPE V W <br /> BUSH / SHRUB E6!Eli <br /> PVC POLYVINYL CHLORIDE PIPE R <br /> RCBC REINFORCED CONCRETE BOX CULVERT <br /> S PROPOSED TURF REINFORCEMENT MAT <br /> < HERCP HORIZONTAL ELLIPTICAL RCP <br /> aDIP DUCTILE IRON PIPE 1, 1� <br /> W PROPOSED ROCK RIPRAP <br /> ? FES FLARED END SECTION _ D1�I1 OF <br /> < 1��SION <br /> w TRM TURF REINFORCEMENT MAT � PROPOSED TRAILS/CONCRETE MINING AND <br /> MH MANHOLE l\W <br /> 4 \4J <br /> a PA PROPERTY LINE PROPOSED ASPHALT n O <br /> PC POINT OF CURVATURE �V`\ <br /> 9 PI POINT OF INFLECTION <br /> a PT POINT OF TANGENCY <br /> DRAWN BY: BAS <br /> o PVI POINT OF VERTICAL INTERSECTION DESIGNED BY: BAS <br /> e <br /> VC VERTICAL CURVE CHECKED BY:r BM <br /> PROJECT NUMBER: <br /> COFC 2016.05 <br /> u DATE: <br /> H 03 07 2018 <br /> SHEET: INDEX: <br /> 2 2 <br /> a <br /> REVISIONS:---- <br />