2017-03-10_REVISION - M1979097 - Laserfiche WebLink

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GENERAL NOTES ABBREVIATIONS ACE ANDERSON CONSULTING ENGINEERS, INC. BOW BACK OF WALK ROW RIGHT OF WAY C&G CURB AND GUTTER EL. ELEVATION EA EMERGENCY ACCESS EX EXISTING PP PROPOSED INV. INVERT TYP. TYPICAL L.F. LINEAR FEET GB GRADE BREAK EDC EDGE OF CONCRETE EOA EDGE OF ASPHALT ESMT EASEMENT UE UTILITY EASEMENT TOC TOP OF CURB TBW TOP BACK OF WALK FL FLOW UNE LOD LIMIT OF DISTURBANCE L.F. LINEAR FEET EGL ENERGY GRADE LINE NGL HYDRAULIC GRADE LINE H HIGH W WIDE DIA. DIAMETER CL CENTERUNE N NORTHING E EASTING STA. STATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE RCBC REINFORCED CONCRETE BOX CULVERT HERCP HORIZONTAL ELLIPTICAL RCP DIP DUCTILE IRON PIPE FES FLARED END SECTION TRM TURF REINFORCEMENT MAT MH MANHOLE P/L PROPERTY UNE PC POINT OF CURVATURE PI POINT OF INFLECTION PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION VC VERTICAL CURVE GENERAL NOTES MAPPING LEGEND -----------_ SPECIFICATIONS AND THE LATEST EDITION OF THE CITY OF FORT COLLINS STORM DRAINAGE CRITERIA UNLESS EXISTING CONTOUR (MINOR) ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE OWNER RESERVES THE RIGHT Z EXISTING CONTOUR (MAJOR) SPECIFICATIONS SET FORTH HEREIN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND PROPOSED CONTOUR UTILITIES WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. EXISTING PROPERTY BOUNDARY — — — — — — — — — — EXISTING EASEMENT BOUNDARY THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AS DESIGNATED BY THE OWNER. EXISTING FENCE REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS. a THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT EXISTING STORM SEWER DOCUMENTS. ss THE CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, AND LANDSCAPING EXCEPT AS SHOWN ON EXISTING SANITARY SEWER THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, SIDEWALK, AND ■ LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. EXISTING WATER UNE THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FINAL -GAS— EXISTING GAS UNE B• CONTRACTOR SHALL ALSO PREPARE AND MAINTAIN A STATE OF COLORADO APPROVED STORMWATER MANAGEMENT PLAN i 10 EXISTING IRRIGATION UNE we EXISTING OVERHEAD ELECTRIC onr 11, EXISTING OVERHEAD TELEPHONE E UNDERGROUND ELECTRICAL POWER UNE i 12 UNDERGROUND TELEPHONE LINE vo UNDERGROUND FIBER OPTIC LINE —.. — --- --- — — FLOWLINE ® v DQ WATER WELL. FIRE HYDRANT, WATER VALVE p WATER SHUTOFF, SERVICE AND METER ® WATER MARKER AND MANHOLE W EB m ELECTRIC METER, BOX AND VAULT e— o POWER POLE, GUY WIRE, ELECTRIC PEDESTAL (D O ELECTRIC MANHOLE, LIGHT POLE EO FIBER OPTIC VAULT AND MARKER o L m TELEPHONE PEDESTAL, MARKER AND MANHOLE Oa OD Q SANITARY MANHOLE, CLEAN OUT, CONTROL POINT SURVEY CONTROL BENCHMARK OGEOTECHNICAL TEST HOLE DECIDUOUS / CONIFEROUS TREE BUSH / SHRUB PROPOSED TURF REINFORCEMENT MAT PROPOSED ROCK RIPRAP PROPOSED TRAILS/CONCRETE PROPOSED ASPHALT ® GENERAL NOTES ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE CITY OF FORT COLLINS STANDARD CONSTRUCTION 1, SPECIFICATIONS AND THE LATEST EDITION OF THE CITY OF FORT COLLINS STORM DRAINAGE CRITERIA UNLESS OTHERWISE NOTED ON THIS PROJECT'S DRAWINGS AND SPECIFICATIONS. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE OWNER. THE OWNER RESERVES THE RIGHT Z TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATIONS SET FORTH HEREIN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND L UTILITIES WITHIN THE WORK AREA AND COORDINATE CONSTRUCTION SCHEDULES WITH THESE UTILITY OWNERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION. A THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING FOR THIS PROJECT. ALL SURVEYING MUST BE PERFORMED UNDER THE SUPERVISION OF A COLORADO LICENSED SURVEYOR. B THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR BETTER AS DESIGNATED BY THE OWNER. S. REINFORCEMENT BAR LAP LENGTHS NOT SHOWN ON THE DRAWINGS SHALL BE PER ACI STANDARDS. T THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PROTECT ALL EXISTING CURB, GUTTER, SIDEWALK, AND LANDSCAPING EXCEPT AS SHOWN ON E. THESE DRAWINGS, FROM DAMAGE BY EQUIPMENT OR CONSTRUCTION OPERATIONS. ALL CURB, GUTTER, SIDEWALK, AND LANDSCAPING DAMAGED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A FINAL EROSION CONTROL PLAN TO THE APPROPRIATE GOVERNING AUTHORITY FOR REVIEW PRIOR TO MOBILIZATION. THE B• CONTRACTOR SHALL ALSO PREPARE AND MAINTAIN A STATE OF COLORADO APPROVED STORMWATER MANAGEMENT PLAN (SWMP). 10 THE CONTRACTOR SHALL MAINTAIN A SAFE WORK AREA IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, AND SHALL PROVIDE ACCESS TO THE SITE FOR ALL EMERGENCY VEHICLES. THE STREETS ADJACENT TO THE CONSTRUCTION AREA SHALL BE CLEANED OF DEBRIS GENERATED BY THE PROJECT BY THE CONTRACTOR AT THE EARLIEST OPPORTUNITY, OR IMMEDIATELY WHEN DEEMED NECESSARY BY THE OWNER FOR THE 11, SAFETY OF TRAFFIC OR PEDESTRIANS, BUT IN NO CASE SHALL THE STREET BE LEFT UNCLEANED AFTER THE COMPLETION OF THE DAY'S WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE NECESSARY EQUIPMENT AND MATERIALS TO SATISFACTORILY CLEAN THE ADJACENT ROADWAYS AT NO ADDITIONAL COST TO THE PROJECT. THE PROJECT IS LOCATED IN A DRAINAGE AREA, WHICH 15 SUBJECT TO FLOODING DURING RAINFALL EVENTS. THE 12 CONTRACTOR SHALL MAINTAIN A CONTINGENCY PLAN FOR THE POTENTIAL OF FLOODING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE, MITIGATION, OR REPLACEMENT OF ALL EROSION PROTECTION THAT IS DAMAGED OR WASHED AWAY BY FLOODING. Y J¢w -i a O 0 � m z- CL Z 0 M w LL O G OL)W 0 U W :5 Lliij