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HomeMy WebLinkAboutLARIMER COUNTY CORRECTIONS ALTERNATIVE SENTENCING - SPA210002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSVicinity Map N INDEX OF SHEETS SHEET NO.DESCRIPTION TITLE SHEET STANDARD NOTES EXISTING CONDITIONS DEMOLITION PLANS GRADING PLAN UTILITY LAYOUT SANITARY SEWER PLAN AND PROFILE STORM SEWER PLAN AND PROFILE WATER PLAN AND PROFILE PARKING AREA PLAN AND PROFILE EROSION CONTROL PLANS STANDARD CONSTRUCTION DETAILS C1.1 C1.2 C1.3 C1.4 - C1.5 C1.6 C1.7 C1.8 C1.9 - C1.10 C1.11 - C1.12 C1.13 C1.14 - C1.15 C1.16 - C1.19 ENGINEER AVI PC 2290 E. PROSPECT ROAD, Ste. 5 Fort Collins Colorado 80525 SPAR SUBMITTAL May 19, 2021 UTILITY PLANS FOR SITE PLAN ADVISORY REVIEW BOARD OF COUNTY COMMISSIONERS, 2255 / 2405 MIDPOINT DR. LOCATED IN THE NORTHWEST 14 OF SEC. 20, T7N, R68W OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOALTERNATIVE SENTENCING DETENTION CENTER CAMPUS PROPERTY OWNER LARIMER COUNTY FACILITIES DEPARTMENT 200 WEST OAK STREET, SUITE 4100 FORT COLLINS, CO 80521 (970) 498-5900 ENGINEER AVI PROFESSIONAL CORPORATION 2290 E. PROSPECT ROAD, STE. 5 FORT COLLINS, CO 80525 970-420-0086 KENT@AVIPC.COM PROJECT CONTROL/SURVEYOR AVI PROFESSIONAL CORPORATION 2290 E. PROSPECT ROAD, STE. 5 FORT COLLINS, CO 80525 970-420-0086 ADESCHLER@AVIPC.COM VERTICAL DATUM AND BASIS OF BEARINGS: VERTICAL DATUM: NAVD88 BASED UPON GPS OBSERVATIONS USING GEOID MODEL 12B BASIS OF BEARINGS: COLORADO NORTH ZONE STATE PLANE COORDINATES NAD 83(2011) DATUM. APPLYING A SCALE FACTOR OF 1.0002591360 ABOUT POINT #99 NORTHING:1448607.26 EASTING: 3129173.08 C1.1 ENGINEER'S STATEMENT I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I, FOR AND ON THE BEHALF OF AVI PROFESSIONAL CORPORATION , AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL THE DESIGN, REVISIONS, AND RECORD CONDITIONS NOTED ON THESE PLANS. THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. THOMAS KENT DATE COLORADO NO. 38651 FOR AND ON BEHALF OF AVI PROFESSIONAL CORPORATION GEOTECH REPORT COMPLETED BY GROUND ENGINEERING JOB NUMBER: 20-0047 A.STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES: 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR(24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAT THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: 7.1.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 7.2.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 7.3.BR REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN THE TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNTIED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY. 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). 15.1.BELOW ALL GUTTER DOWNSPOUTS. 15.2.OUT TO DRAINAGE SWALES. 15.3.ALONG LOT PERIMETER. 15.4.OTHER LOCATIONS, IF NEEDED. 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. B.STREET IMPROVEMENTS NOTES: 1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT COLLINS. 4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER. 5.VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. 6.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 7.ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 8.THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 14 INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 9.PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAN 90 P.S.I.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE "PROOF ROLL." ALL "PROOF ROLLS" SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR. C.TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES: 1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCITON (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. D.STORM DRAINAGE NOTES: 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM) SHALL BE FOLLOWED AND IMPLEMENTED. 3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. E.WATERLINE NOTES: 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.F:\0427 ASD Expansion\DESIGN\0427_Title.dwg, SPAR Title Sheet, 5/19/2021 9:48:51 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION 2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.2 STANDARD NOTES ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 GENERAL NOTES: A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA AND CITY LIMITS ONLY). 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING SITES. 18.ADD NOTES TO REFLECT THE STORMWATER RUNOFF CONTROL PLAN OF THE INDIVIDUAL DEVELOPMENT. A.BELOW ALL GUTTER DOWNSPOUTS. B.OUT TO DRAINAGE SWALES. C.ALONG LOT PERIMETER. D.OTHER LOCATIONS, IF NEEDED. B. STREET IMPROVEMENTS NOTES 1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. 3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN LOVELAND. 4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER AND HAS SUCCESSFULLY PASSED A "PROOF ROLL" AS DESCRIBED IN NOTE '8' BELOW. 5.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. 6.ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. 7.THE CONTRACTOR IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 1 4 INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 8.PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE "PROOF ROLL." ALL "PROOF ROLLS" SHALL BE PREFORMED IN THE PRESENCE OF AN INSPECTOR. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. D. STORM DRAINAGE NOTES 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDY AND DATE) BY AVI ENGINEERING PC SHALL BE FOLLOWED AND IMPLEMENTED. 3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF LOVELAND, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. E. WATER LINE NOTE 1.MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. F. PUBLIC WATER/WASTEWATER STANDARD NOTES 1. IN ADDITION TO MEETING APPLICABLE LCUASS, CITY OF FORT COLLINS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF LOVELAND WATER AND WASTEWATER DEVELOPMENT STANDARDS. 2. IN CASES OF CONFLICT BETWEEN THESE SIGNED PICP'S AND APPLICABLE STANDARDS, THE MOST RESTRICITVE STANDARD SHALL APPLY. 3. IN CASES OF CONFLICT BETWEEN THE CITY OF LOVELAND WATER AND WASTEWATER DEVELOPMENT STANDARDS AND LCUASS, RELATING TO WATER AND/OR WASTEWATER SYSTEMS, THE CITY OF LOVELAND WATER AND WASTEWATER DEVELOPMENT STANDARDS SHALL TAKE PRECEDENCE. 4. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE DEVELOPER SHALL NOTIFY THE DEPARTMENT OF WATER AND POWER (970-962-3000) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY PUBLIC WATER AND/OR WASTEWATER SYSTEM IMPROVEMENTS. 5. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 6. THE DEVELOPER/CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, TO (2) SIGNED COPIES OF THE APPROVED PICP'S (ONE FOR CONSTRUCTION ACTIVITIES AND ONE FOR RECORD DRAWINGS.) ONE (1) COPY OF THE CITY OF LOVELAND WATER AND WASTEWATER DEVELOPMENT STANDARDS, AND COPIES OF ANY APPLICABLE PERMITS AND AGREEMENTS. 7. PRIOR TO INITIAL ACCEPTANCE, THE DEPARTMENT OF WATER AND POWER SHALL APPROVE RECORD DRAWINGS FOR ALL PUBLIC WATER AND/OR WASTEWATER SYSTEM IMPROVEMENTS. APPROVED VARIANCES ARE LISTED AS FOLLOWS: 1.ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 2.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPERS EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 3.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 4.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 5.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 6.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO B FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM DATE OF ACCEPTANCE. 7.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (PERIDOT AVENEUE).F:\0427 ASD Expansion\DESIGN\0427_General Notes.dwg5/19/2021 9:48:53 AM1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS, CITY OF FORT COLLINS, COLORADO DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2.THE DEVELOPER IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3.NO WORK MAY COMMENCE WITHIN ANY IMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OFWAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY, (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 4.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEER AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 5.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO LARIMER COUNTY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE CITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE CITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 6.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 7.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS, ADJUSTMENTS, EXTENSIONS AND REARRANGEMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. 8.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 9.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 10.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 11.WHEN APPLICABLE, THE DEVELOPER SHALL HAVE ONSITE AT ALL TIMES, EACH OF THE FOLLOWING: THE NOTICE OF INTENT (NOI), A BEST MANAGEMENT PRACTICES (BMP) MAINTENANCE FOLDER, AN UP TO DATE STORMWATER MANGEMENT PLAN (SWMP) THAT ACCURATELY REPRESENTS CURRENT FIELD CONDITIONS, ONE (1) SIGNED COPY OF THE APPROVED PLANS,ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING. 13.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 14.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 15.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES. 16.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED BY THE END OF EACH WORKING DAY BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. 18.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWING KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. 19.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 20.THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE, THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 21.ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION AND AT AREAS WITH DISTURBED SOIL, ON- OR OFF-SITE, PRIOR TO ANY OTHER GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, THE DEVELOPER SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 3- BEST MANAGEMENT PRACTICES, AS PUBLISHED BY THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT (UDFCD0. 22.THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. 23.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 24.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARK FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: 25.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 26.EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS. 27.OVERLOT GRADING CONSTRUCTION MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR "STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY." CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, WATER QUALITY CONTROL DIVISION, PHONE (303) 692-3500. 28.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR BEFORE WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 29.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 30.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 31.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 32.PAVING SHALL NOT START UNTIL A SOILS REPORT AND PAVEMENT DESIGN IS ACCEPTED BY THE LOCAL ENTITY ENGINEER AND SUBGRADE COMPACTION TESTS ARE TAKEN AND ACCEPTED BY THE LOCAL ENTITY ENGINEER. 33.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHTOF-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILD/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE ENGINEERING DIVISION APPROVES THE FINAL REPORT. 34.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 35.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS. 36.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 37.ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 38.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (PERIDOT AVENUE).F:\0427 ASD Expansion\DESIGN\0427_General Notes.dwg, General Notes, 5/19/2021 9:48:52 AM RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTIONF:\0427 ASD Expansion\DESIGN\0427_Design.dwg5/19/2021 9:48:57 AM 2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.3EXISTING CONDITIONSASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524LEGENDEXISTING WATER LINEEXISTING BURIED ELECTRICEXISTING BURIED TELEPHONEEXISTING SANITARY LINEEXISTING STORM MANHOLEEXISTING FENCEEXISTING STORM LINEEXISTING SANITARY CLEAN OUTEXISTING SANITARY MANHOLEEXISTING GREASE TRAPEXISTING WATER MANHOLEEXISTING WATER METEREXISTING YARD HYDRANTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING WATER BLOWOFFEXISTING VALVE BOXEXISTING LIGHT POLEEXISTING BOLLARDEXISTING BIKE RACKEXISTING SIGN (MISC.)EMERGENCY ACCESS TO MIDPOINT DRIVEEXISTING FIREHYDRANTSHEET MATCH LINELOT LINEPROPERTY BOUNDARYEASEMENT LINELOT 1BOARD OF COUNTY COMMISSIOINERS2255 MIDPOINT DR.8.475 ACRESPROPERTYBOUNDARYEASEMENTLINE0030'60'SCALE 1" = 30'EMERGENCY ACCESS TO MIDPOINT DRIVEEXISTING FIREHYDRANTNEW FIRE HYDRANTPER NEW JAIL PLANSEXISTING ALTERNATIVESENTENCING DETENTION(ASD) BUILDINGFF EL: 4913.0LOT 2BOARD OF COUNTY COMMISSIOINERS2405 MIDPOINT DR.18.798 ACRESLOT LINESANITARYSEWEREASEMENT20'20'20' EASEMENTEXISTING PARKING AREA59 SPACESEXISTING PARKING AREA62 SPACESEXISTING PARKING AREA17 SPACESSANITARYSEWEREASEMENTJAIL EXPANSIONCONSTRUCTION TRAILER(TO BE MOVED)8" PVC SANITARYSEWER MAIN8" PVC WATERMAIN36" RCPSTORMSEWER36" RCPSTORMSEWER24" PVCSTORMSEWER8" PVC SANITARYSEWER MAIN18" PVCSTORMSEWER24" RCPSTORMSEWER24" RCPSTORMSEWER8" PVC WATER MAIN15" PVCSTORMSEWER8" PVCSANITARYSEWER MAIN8" PVC WATER MAIN15" PVC STORMSEWER8" PVCSANITARYSEWER6" PVC SANITARYSEWER SERVICEIRRIGATIONWATERSERVICE8" DIP WATERSERVICE6" DIP FIRELINE 3" PVCWATERSERVICEEXISTING FIRE HYDRANT8" PVC WATER MAINEXISTING PARKING AREAEXISTING STORMSEWER MAIN8" PVC WATER MAIN8" PVC WATER MAIN15" PVC STORMSEWER8" PVCSANITARYSEWER MAINNOTE: AERIAL DOES NOT REFLECTRECENT CHANGES FROM THE JAILEXPANSION PROJECT CURRENTLYUNDER CONSTRUCTION.JAIL EXPANSIONPROJECT NOWOCCURRING IN THISAREA.EXISTING GRAVELWALKING PATHLARIMER COUNTYCOMMUNITYCORRECTIONS BUILDINGLARIMER COUNTY JAILBUILDINGF:\0427 ASD Expansion\DESIGN\0427_Design.dwg, Ex Conditions, 5/19/2021 9:48:53 AM RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTIONF:\0427 ASD Expansion\DESIGN\0427_Design.dwg5/19/2021 9:49:01 AM 2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.4DEMOLITION PLANSHEET 1 OF 2ASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524REMOVE 305' OFEXISTING STORMSEWEREXISTING ALTERNATIVESENTENCING DETENTIONBUILDINGEMERGENCY ACCESS TO MIDPOINT DRIVESHEET MATCH LINEREMOVE 82' OFEXISTING STORMSEWERCONCRETE REMOVALASPHALT REMOVALHATCH LEGENDCLEARING LIMITSNOTE:1 CLEARING LIIMITS WILL INCLUDE THE REMOVALOF TOPSOIL AND WILL BE BOUND BY THE LIMITSOF THE CONSTRUCTION AREAS.2 CONTRACTOR SHALL COORDINATE WITH THEJAIL EXPANSION PROJECT REGARDINGREMOVAL LIMITS, PARKING, ETC.REMOVE 226' OF 8" PVCWATER SERVICECAP 8" WATER SERVICE1' WEST OF WATERVALVEREMOVE EXITINGWATER VALVE AND CAP8" WATER SERVICEREMOVE 146' OF 8" PVCSANITARY SERVICEREMOVE 79' OF 8" DIP WATERAND SERVICED HYDRANT.DISCONNECT AND CAP AT MAINREMOVE 160' OF 3" PVC WATER AND ALLSERVICED VALVES AND MANHOLES.DISCONNECT AND CAP AT MAINREMOVE 140' OF 8" DIP WATERAND ALL SERVICED VALVES.DISCONNECT AND CAP AT MAINREMOVE 94' OF 6" DIP WATER AND ALLSERVICED VALVES AND MANHOLES.DISCONNECT AND CAP AT MAIN23' OF EXISTING SERVICE TOREMAIN13.5' OF EXISTINGSERVICE TO REMAINNEATLINE SAWCUT ANDREMOVE EXISTINGCONCRETE PAVEMENTNEATLINE SAWCUT ANDREMOVE EXISTINGASPHALT PAVEMENTNEATLINE SAWCUT ANDREMOVE EXISTINGASPHALT PAVEMENTREMOVE EXISTINGTREESREMOVE EXISTINGTREESREMOVE EXISTING STORMINLET AND 5.5' OF EXISTING8" PVC STORM PIPEEXISTING LIGHT POLE TOBE REMOVEDEXISTING LIGHT POLE TOBE REMOVEDEXISTING VALVE BOXES TOBE REMOVEDEXISTING LIGHT POLE TOBE REMOVEDEXISTING VALVE BOXES TOBE REMOVEDEXISTING SIGNS TO BEREMOVEDEXISTING LIGHT POLES TOBE REMOVEDNEATLINE SAWCUT AND REMOVEEXISTING SIDEWALK AT TOP OFSTAIRSEXISTING LIGHT POLETO BE REMOVEDEXISTING VALVE BOXESTO BE REMOVEDEXISTING VALVEBOXES TO REMAINEXISTING VALVEBOX TO REMAINEXISTING VALVE BOXTO BE REMOVEDEXISTING SIGN TOBE REMOVEDEXISTING LIGHT POLETO BE REMOVEDEXISTING VALVE BOXTO BE REMOVEDEXISTING SIGNS TOBE REMOVEDEXISTING ISLAND TOBE REMOVEDEXISTING ISLAND TOBE REMOVEDEXISTING LIGHT POLETO BE REMOVEDEXISTING LIGHT POLETO BE REMOVEDEXISTING STORM INLETTO BE REMOVEDEXISTING SIGNS TOBE REMOVEDNEATLINE SAWCUT ANDREMOVE EXISTING CURBAND GUTTERDISCONNECT AND CAPWATER LINES (4) AT MAINREMOVE EXISTING TREEJAIL EXPANSIONPROJECT NOWOCCURRING IN THISAREA.LARIMER COUNTYCOMMUNITYCORRECTIONS BUILDING0020'40'SCALE 1" = 20'EXISTING PARKINGAREA TO REMAINEXISTING PARKINGAREA TO REMAINF:\0427 ASD Expansion\DESIGN\0427_Design.dwg, Demo 1, 5/19/2021 9:48:58 AM RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTIONF:\0427 ASD Expansion\DESIGN\0427_Design.dwg5/19/2021 9:49:06 AM 2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.5DEMOLITION PLANSHEET 2 OF 2ASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524EXISTING PARKING AREATO REMAINPROTECT EXISTING STORM SEWER WHENCLEARING AND EXCAVATING FOR NEW 30"RCP STORM PIPECONCRETE REMOVALASPHALT REMOVALHATCH LEGENDCLEARING LIMITSNOTE:CLEARING LIIMITS WILL INCLUDE THEREMOVAL OF TOPSOIL AND WILL BEBOUND BY THE LIMITS OF THECONSTRUCTION AREAS.PROTECT EXISTINGSANITARY WHENCLEARING FOR SWALEREMOVE EXISTINGTREENEATLINE SAWCUT ANDREMOVE EXISTING CURBAND GUTTERREMOVE 105' OFEXISTING FENCEEXISTING CURB AND GUTTERTO REMAIN DURINGCONSTRUCTIONCLEARING LIMITS FORSWALE AND STORM PIPEPROTECT EXISTINGFENCE LINE DURINGCONSTRUCTIONSHEET MATCH LINE0020'40'SCALE 1" = 20'REMOVE EXISTINGTREEF:\0427 ASD Expansion\DESIGN\0427_Design.dwg, Demo 2, 5/19/2021 9:49:02 AM 4908490949084908 4909491049104910 49094909 4910 491149114910490949084908490949104 9 0 7 490849094910491149084909491049104910 491 04911 490949104908490749074908 49094908.384907.884908.484908.734909.294909.004908.664908.784908.864908.974908.254908.144908.114908.224907.504907.634907.814907.974908.334908.444908.714908.934909.024909.164908.064908.694908.734908.264908.244906.694906.334906.904907.424907.954909.544909.544907.834907.834909.814909.644908.964908.414909.364909.914910.244910.554910.564910.544910.494910.794910.944910.514910.404910.304910.424909.554909.444909.344909.454908.804908.584908.454908.564908.674908.794908.844909.014909.384909.804909.634909.594909.914908.514908.194909.704909.804910.894910.734910.514910.254910.114910.444910.004909.604909.584909.984909.654911.854911.204910.724910.694910.614910.504910.384910.634911.194910.014909.884909.97-1.2%-1.2%-1.7% -1 . 8 % -2.0%-1.4%-2.3%-2.0%- 1 . 4% -1.4%-2.1%-3.0%-2.7%-2.1%-2.3%-3.3%-1.2%-1.2%-0.7%-0.7%-0.7%-3.1%-3.1%-2. 0 % -0 .7% -0. 9 % -1 .3% -2 .2% - 2 . 3%-1.4%-1.2%RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTIONF:\0427 ASD Expansion\DESIGN\0427_Design.dwg5/19/2021 9:49:13 AM 2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.6GRADING PLANASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524EXISTING ALTERNATIVESENTENCING DETENTIONBUILDINGFF EL: 4913.0ALTERNATIVE SENTENCINGDETENTION BUILDINGEXPANSIONFF EL: 4913.0EM E R G E N C Y A C C E S S TO M I D P O I N T D R I V E 0030'60SCALE 1" = 30'LEGENDFINISH GRADE CONTOURS 1' AND 5'FINISH GRADE CONTOUR ANNOTATION 1' AND 5'EXISTING CONTOURSEXISTING CONTOUR ANNOTATIONPROPERTY BOUNDARYPROPOSED MANHOLEPROPOSED STORM SEWER PIPEPROPOSED INLETPROPOSED STORM SEWER FLARED END SECTIONSTST49XX.XX49XX.XXCONSTRUCTION NOTES:1.SITE SUB-GRADE PREPARATION (EXCLUDINGBUILDING)1.1.ALL AREAS RECEIVING EITHER ASPHALT ORCONCRETE PAVEMENT SURFACING SHALLHAVE THE SUBGRADE MATERIALSOVER-EXCAVATED A DEPTH OF 3'. THEREMAINING MATERIAL AT A DEPTH OF 3'SHALL BE SCARIFIED 8", MOISTURE DENSITYCONTROL APPLIED, AND COMPACTED TO95% OF ASTM D698. THE OVER-EXCAVATEDMATERIAL SHALL THEN BE PLACED INUNIFORM 8" THICK LIFTS, MOISTUREDENSITY CONTROL APPLIED, ANDCOMPACTED TO 95% OF ASTM D698. ALLOTHER AREAS WITH FLATWORK BEINGPLACED, SHALL HAVE THE SUBGRADESCARIFIED 8", MOISTURE DENSITY CONTROLAPPLIED, AND COMPACTED TO 95% ASTMD698.2.BEFORE AGGREGATE BASE IS INSTALLED,CHEMICALLY TREATED FLY ASH STABILIZATIONSHALL BE APPLIED TO THE UPPER 12" OFSUBGRADE MATERIAL PER CDOT GUIDELINES.3.ALL SPOT ELEVATIONS ARE FLOWLINE OF CURBUNLESS OTHERWISE NOTED.4.HANDICAP RAMPS SHALL NOT EXCEED 8.33%SLOPE (1:12). SIDEWALKS IN GENERAL SHALLNOT EXTEED 5.00% SLOPE UNLESS NECESSARYIN WHICH HANDICAP RAMPS SHALL NOT EXCEED8.33% SLOPE.5.SIDEWALKS SHALL BE PLACED AT A GRADE ASTO ALLOW SHEET FLOW SHEET FLOW DRAINAGEOVER THE TOP.6.MINIMUM - THE FINISH GRADE SHALL SLOPEAWAY FROM THE BUILDING AT A MINIMUM OF 2%TOWARDS SWALES OR OVER CURB TO PAVEDAREA.7.ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH LCUASS STANDARD SPECIFICATIONSLATEST VERSION, CDOT STANDARDSPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION LATEST VERSION, AND THEPROJECT SPECIFICATIONS.8.MAX SLOPE AT HANDICAPPED PARKING STALLSIS 2% IN ANY DIRECTION.9.CONTRACTOR SHALL VERIFY EXISTINGELEVATIONS SHOWN AT TIE POINTS.CONTRACTOR TO NOTIFY ENGINEER IFELEVATIONS VARY FROM THAT SHOWN ON THEPLANS.10.CONTRACTOR SHALL ADJUST STORM GRATES,VALVES, ELECTRICAL BOXES, ETC. ASNECESSARY TO PROPOSED TOP OF GRADE INACCORDANCE WITH THE PROJECTSPECIFICAIONS.*CONTRACTOR SHALL CONSULT THE GEOTECHNICALINVESTIGATIVE REPORT BEFORE OVERLOT GRADING,SUB-GRADE PREPARATION, AND FINAL SURFACINGWORK COMMENCES.*CONTRACTOR SHALL VERIFY EXISTINGAND ADJACENT PROPOSEDELEVATIONS SHOWN AT TIE POINTS.CONTRACTOR SHALL NOTIFY ENGINEERIF ELEVATIONS VARY FROM THATSHOWN ON THE PLANS AND/OR IF TIE-INLOCATIONS APPEAR TO CAUSE LOWPOINTS IN CURB LINES.6'CONCRETEVALLEY PAN188' LONG23'2' WIDE CURBCUT TO DRAININTO BIOSWALELOW IMPACTDEVELOPMENTLOCATION171'8'LOW IMPACTDEVELOPMENTLOCATIONF:\0427 ASD Expansion\DESIGN\0427_Design.dwg, Grading Plan, 5/19/2021 9:49:07 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:49:27 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.7 OVERALL UTILITY PLAN ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Utility Layout, 5/19/2021 9:49:14 AM 4910RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 10:23:03 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.8 SANITARY PLAN AND PROFILE ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 4910 4908 4 9 0 9 4910 RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:50:43 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.9 STORM PLAN AND PROFILE SHEET 1 OF 2 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Storm_1 P&P, 5/19/2021 9:50:08 AM 490949084908 4909 491049104909 490849084909 4910RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:51:19 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.10 STORM PLAN AND PROFILE SHEET 2 OF 2 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Storm_2 P&P, 5/19/2021 9:50:44 AM 4910491049094909 4910 490949104909 4909 RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:51:58 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.11 WATER PLAN AND PROFILE SHEET 1 OF 2 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Water Main_1 P&P, 5/19/2021 9:51:22 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:54:04 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.12 WATER PLAN AND PROFILE SHEET 2 OF 2 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Water Main_2 P&P, 5/19/2021 9:52:05 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg5/19/2021 9:54:41 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.13 PARKING AREA PLAN AND PROFILE ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Utility.dwg, Parking Lot P&P, 5/19/2021 9:54:06 AM 4909491049104910 49094909 4910 491149104 9 1 0 4909491049084907 RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTION2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.14EROSION CONTROLSHEET 1 OF 2ASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524F:\0427 ASD Expansion\DESIGN\0427_SWMP.dwg5/19/2021 9:54:58 AMSHEET MATCH LINEEXISTING ISLAND TO BEREMOVEDPSPERMANENT SEEDINGSOD BETWEEN TBC AND SIDEWALKMULCHSMPERMANENT EROSION CONTROL MEASURESGRASS SWALEGSWDWATTLE DIKEPROPOSED INLETPROPOSED STORM SEWER PIPEEXISTING INDEX CONTOURPROPOSED INDEX CONTOURLIMITS OF CONSTRUCTIONPROPOSED STORM SEWER FLARED END SECTION49XX49XXSITE DRAINAGE FEATURESVTCTEMPORARY EROSION CONTROL MEASURESLEGENDVEHICLE TRACKING CONTROL PADCWACONCRETE WASHOUT AREAWATTLE DIKEWDCIPCURB INLET PROTECTIONRSROCK SOCK INSTALLATIONGENERAL SWMP NOTES:1.ALL CONTOURS SHOWN ARE AT 1' INTERVAL.2.ALL BMPS SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.3.THE EROSION CONTROL PLAN SERVES AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING BEST MANAGEMENT PRACTICES (BMP"S) IS REQUIRED. ADDITIONAL AND/PRDIFFERENT BMP'S FROM THOSE DEPICTED IN THESE PLANS MAY BE NECESSARY DUE TO CHANGING SITE CONDITIONS OR S REQUIRED BY LOCAL ENTITIES.4.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES.5.UTILITY INFORMATION INDICATED IS BASED ON INFORMATION PROVIDED BY OTHERS AND REPRESENTS APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORREQUESTING UTILITY LOCATES AND ARRANGE FOR A REPRESENTATIVE OF THE UTILITY TO BE PRESENT IF THE CONTRACTOR'S OPERATIONS ARE IN CLOSE PROXIMITY TO ANY LINES INTHEIR EXISTING OR RELOCATED POSITION WHICH COULD CREATE A HAZARDOUS CONDITION.6.CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES/DEVICES SO THEY ARE OPERATING PROPERLY AND WILL REPLACE OR FIX ON A NEEDED BASIS.7.ALL SEDIMENTS TRACKED ONTO ADJACENT STREETS AND/OR PROPERTIES MUST BE SWEPT BY CONTRACTOR BY THE END OF EVERY WORKING DAY.8.CONTRACTOR SHALL MAINTAIN AND ADAPT (I.E. STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) APPROPRIATE INLET PROTECTION FOR ALLSTORM DRAINS, SWALES AND PONDS UNTIL SITE IS FULLY STABILIZED.9.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION,AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGATIVE COVER AND STABILIZE SLOPE.10.FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER,WETLAND OR DRAINAGE WAY. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODIES OF WATER, WETLANDS NATURAL DRAINAGE WAYS ORMANMADE DRAINAGE WAYS.11.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET,WETLANDS, OR DRAINAGE WAYS AND MUST BE BE SET IN A CONTAINMENT AREA. THESE SHALL BE LOCATED ON FLAT, STABLE GROUND. CONSTRUCTION TOILETS SHALL BE STAKED DOWN.12.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COOPERATE WITH THE TOWNS CONSTRUCTION INSPECTORS. THE CONTRACTOR SHALL CEASE OPERATIONS WHEN WINDS ARE OFSUFFICIENT VELOCITY TO CREATE BLOWING DUST THAT IN THE INSPECTORS OPINION, IS HAZARDOUS TO PUBLIC HEALTH AND WELFARE.13.WHERE SEASONAL CONSTRAINTS(E.G. DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS. DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCHTACKIFIER OR OTHER APPROVED METHOD.14.IN THE EVENT THAT CONSTRUCTION PLANS CHANGE AND/OR THE BMPS LISTED IN THE SWMP ARE DEEMED INEFFICIENT, THE CONTRACTOR WILL BE RESPONSIBLE FOR AMENDING THESWMP AND IMPLEMENTING NEW BMPS.SSSSSSSSSSSSSSSSSSSSSSSSSSSSRSRSCIPRSRSRSRSRSRSCIPRSRSPSM0020'40'SCALE 1" = 20'F:\0427 ASD Expansion\DESIGN\0427_SWMP.dwg, SWMP 1, 5/19/2021 9:54:42 AM 4908490949084908 4909491049114910490949084908490949104 9 0 7 490849094910491149084 9 0 9 4910491 04911 49084907 490749084909RECORD DRAWINGSFOR CONSTRUCTIONFOR BIDFOR PERMITDESIGN IN PROGRESSDATE:FILE:SHEET NUMBER:ARCHITECT:CONSULTANT:PROJECT:OWNER:ARCHITECT PROJECT NO:SHEET TITLE:RELEASE FOR:SHEET RELEASE AND REVISION SCHEDULE:SEAL:DRAWN BY:CHECKED BY: PRELIMINARYDESIGN NOT FORCONSTRUCTION2307 MIDPOINT DRIVEFORT COLLINS, COLORADO 80525AuthorCheckerC1.15EROSION CONTROLSHEET 2 OF 2ASD/COMCOREXPANSIONLARIMER COUNTY200 WEST OAK STREET, SUITE 4000FORT COLLINS, CO 8052220-452© Copyright The Architects' Studio, Inc.405 MASON COURT, SUITE 115AFORT COLLINS, CO 80524F:\0427 ASD Expansion\DESIGN\0427_SWMP.dwg5/19/2021 9:55:15 AM SHEET MATCH LINEPSPERMANENT SEEDINGSOD BETWEEN TBC AND SIDEWALKMULCHSMPERMANENT EROSION CONTROL MEASURESGRASS SWALEGSWDWATTLE DIKEPROPOSED INLETPROPOSED STORM SEWER PIPEEXISTING INDEX CONTOURPROPOSED INDEX CONTOURLIMITS OF CONSTRUCTIONPROPOSED STORM SEWER FLARED END SECTION49XX49XXSITE DRAINAGE FEATURESVTCTEMPORARY EROSION CONTROL MEASURESLEGENDVEHICLE TRACKING CONTROL PADCWACONCRETE WASHOUT AREAWATTLE DIKEWDCIPCURB INLET PROTECTIONRSROCK SOCK INSTALLATIONGENERAL SWMP NOTES:1.ALL CONTOURS SHOWN ARE AT 1' INTERVAL.2.ALL BMPS SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.3.THE EROSION CONTROL PLAN SERVES AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING BEST MANAGEMENT PRACTICES (BMP"S) IS REQUIRED. ADDITIONAL AND/PRDIFFERENT BMP'S FROM THOSE DEPICTED IN THESE PLANS MAY BE NECESSARY DUE TO CHANGING SITE CONDITIONS OR S REQUIRED BY LOCAL ENTITIES.4.THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES.5.UTILITY INFORMATION INDICATED IS BASED ON INFORMATION PROVIDED BY OTHERS AND REPRESENTS APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORREQUESTING UTILITY LOCATES AND ARRANGE FOR A REPRESENTATIVE OF THE UTILITY TO BE PRESENT IF THE CONTRACTOR'S OPERATIONS ARE IN CLOSE PROXIMITY TO ANY LINES INTHEIR EXISTING OR RELOCATED POSITION WHICH COULD CREATE A HAZARDOUS CONDITION.6.CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES/DEVICES SO THEY ARE OPERATING PROPERLY AND WILL REPLACE OR FIX ON A NEEDED BASIS.7.ALL SEDIMENTS TRACKED ONTO ADJACENT STREETS AND/OR PROPERTIES MUST BE SWEPT BY CONTRACTOR BY THE END OF EVERY WORKING DAY.8.CONTRACTOR SHALL MAINTAIN AND ADAPT (I.E. STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) APPROPRIATE INLET PROTECTION FOR ALLSTORM DRAINS, SWALES AND PONDS UNTIL SITE IS FULLY STABILIZED.9.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION,AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGATIVE COVER AND STABILIZE SLOPE.10.FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER,WETLAND OR DRAINAGE WAY. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODIES OF WATER, WETLANDS NATURAL DRAINAGE WAYS ORMANMADE DRAINAGE WAYS.11.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET,WETLANDS, OR DRAINAGE WAYS AND MUST BE BE SET IN A CONTAINMENT AREA. THESE SHALL BE LOCATED ON FLAT, STABLE GROUND. CONSTRUCTION TOILETS SHALL BE STAKED DOWN.12.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL COOPERATE WITH THE TOWNS CONSTRUCTION INSPECTORS. THE CONTRACTOR SHALL CEASE OPERATIONS WHEN WINDS ARE OFSUFFICIENT VELOCITY TO CREATE BLOWING DUST THAT IN THE INSPECTORS OPINION, IS HAZARDOUS TO PUBLIC HEALTH AND WELFARE.13.WHERE SEASONAL CONSTRAINTS(E.G. DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS. DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCHTACKIFIER OR OTHER APPROVED METHOD.14.IN THE EVENT THAT CONSTRUCTION PLANS CHANGE AND/OR THE BMPS LISTED IN THE SWMP ARE DEEMED INEFFICIENT, THE CONTRACTOR WILL BE RESPONSIBLE FOR AMENDING THESWMP AND IMPLEMENTING NEW BMPS.0020'40'SCALE 1" = 20'GSGSGSGSWDWDWDWDWDWDPSMPSMPSMPSMPSMPSMPSMPSMRSCWAVTCRSRSRSRSRSF:\0427 ASD Expansion\DESIGN\0427_SWMP.dwg, SWMP 2, 5/19/2021 9:54:59 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Details.dwg5/19/2021 9:55:16 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.16 STANDARD DETAILS SHEET 1 OF 4 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 o A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN. THICK SIDEWALL (TYP. BOTH SIDES) 3 FT.5 FT.3 FT. 6 IN.6 IN. BACK OF CURB FLOW LINESEE DETAIL "A" 4 FT. OPENING WARPED CURB & GUTTER (TYP. BOTH SIDES) 6 IN. 3 FT.-6 IN. 6 IN. 2 FT. 11 FT. 6 IN. 2 FT.4 FT.- 6 IN. 6 IN. SEE CURB FACE ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE 6 IN. 3 FT.-6 IN.4 FT. WARPED GUTTER DEPRESSED GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE 6 IN.6 IN. 1% SLOPE FOR DRAINAGE 6 IN. WALL 3 IN. RAD.6 IN. EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 10 IN. EMBEDMENT 8 8.5 FLUSH WITH CURB FACE NTS 1 1/2 IN. R #4 BAR 18 IN. LONG 2 IN. 2 IN.4:16 IN. MAX/MIN. 8 IN. 2:1 #5 BAR 6 IN. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 IN. 1/4 IN. 1 1/4 IN. DIA. X 24 IN. GALV. 3 1/2 IN. AT TOP. 3 IN. X 3 IN. X 3/8 IN. PLATE 6 IN. 1/4 IN.-1 IN. LEG WARPED GUTTER VARIABLEMAX. HEIGHT-10 FT.2 FT. -6 IN. MIN.(UNLESS SQUASH PIPEIS USED)STEEL ROD - THREADED 3 FT.-6 IN. 6 IN. 1. SEE D-7B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. GENERAL NOTES: 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS.F:\0427 ASD Expansion\DESIGN\0427_Details.dwg, Details 1, 5/19/2021 9:55:16 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Details.dwg5/19/2021 9:55:18 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.17 STANDARD DETAILS SHEET 2 OF 4 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 E C B E E C D PLAN F:\0427 ASD Expansion\DESIGN\0427_Details.dwg, Details 2, 5/19/2021 9:55:17 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Details.dwg5/19/2021 9:55:19 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.18 STANDARD DETAILS SHEET 3 OF 4 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 NOTES:F:\0427 ASD Expansion\DESIGN\0427_Details.dwg, Details 3, 5/19/2021 9:55:19 AM RECORD DRAWINGS FOR CONSTRUCTION FOR BID FOR PERMIT DESIGN IN PROGRESS DATE:FILE:SHEET NUMBER: ARCHITECT: CONSULTANT: PROJECT: OWNER: ARCHITECT PROJECT NO: SHEET TITLE: RELEASE FOR: SHEET RELEASE AND REVISION SCHEDULE: SEAL: DRAWN BY: CHECKED BY: PRELIMINARY DESIGN NOT FOR CONSTRUCTION F:\0427 ASD Expansion\DESIGN\0427_Details.dwg5/19/2021 9:55:22 AM2307 MIDPOINT DRIVE FORT COLLINS, COLORADO 80525 Author Checker C1.19 STANDARD DETAILS SHEET 4 OF 4 ASD/COMCOR EXPANSION LARIMER COUNTY 200 WEST OAK STREET, SUITE 4000 FORT COLLINS, CO 80522 20-452 © Copyright The Architects' Studio, Inc. 405 MASON COURT, SUITE 115A FORT COLLINS, CO 80524 F:\0427 ASD Expansion\DESIGN\0427_Details.dwg, Details 4, 5/19/2021 9:55:21 AM