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HomeMy WebLinkAboutTRIPLE CROWN SPORTS EXPANSION - MA220144 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH ROAD UNION PACIFIC RAILROADPROJECT SITE TIMBERLINE ROADZIEGLER ROADDRAKE ROAD HARMONY ROADLEMAY AVECARIBOU DRIVEPADDINGTON ROAD CORBETT DRIVEPARKLAKE DRIVECENTENNIAL R O A D WILLIAM NEAL PKWYRIGDEN PKWY1" = 1000' 1" = N/A 12/7/202210:48:38 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERSMEJRSC0.00COVER SHEET1 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022COLLINDALE BUSINESS PARK NINTH FILING BEING A REPLAT OF LOT 2, COLLINDALE BUSINESS PARK SECOND FILING AND LOT 1, COLLINDALE BUSINESS PARK SEVENTH FILING, SITUATE IN THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER/DEVELOPER TRIPLE CROWN SPORTS 3930 AUTOMATION WAY FORT COLLINS, CO 80525 PHONE: (970) 223-6644 CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 19 OLD TOWN SQUARE, STE 238 FORT COLLINS, CO 80524 PHONE: (970) 530-4044 CONTACT: SAM ELIASON CONTACT: JACOB STEIN PLANNER/LANDSCAPE ARCHITECT TB GROUP 444 MOUNTAIN AVENUE BERTHOUD, CO 80513 PHONE: (970) 532-5891 CONTACT: CATHY MATHIS ARCHITECT ARNETT DESIGN STUDIO, INC. PHONE: (303) 775-1701 CONTACT: STAN ARNETT SURVEYOR TRI-PEAKS, LLC 306 EAST ELIZABETH STREET FORT COLLINS, CO 80524 PHONE: (970) 232-9482 CONTACT: CHRISTOPHER THEW UTILITY PROVIDER CONTACT PHONE WATER, WASTEWATER,CITY OF FORT COLLINS UTILITIES WES LAMARQUE (970) 416-2418 & STORMWATER POWER CITY OF FORT COLLINS LIGHT & POWER AUSTIN KREAGER (970) 224-6152 NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828 TELECOM CENTURYLINK ROBERT RULI (970) 490-7503 CABLE COMCAST DON KAPPERMAN (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROJECT COORDINATES PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "5-13" 2" ALUMINUM CAP AT THE SOUTHWEST CORNER OF TIMBERLINE RD. AND CARIBOU DR., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION=4955.35 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS MAY HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19' BASIS OF BEARINGS: BASED ON THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 31, T7N, R68W TO HAVE THE COLLINDALE BUSINESS PARK 7TH FILING PLAT BEARING OF S00°05'00"E BETWEEN THE NORTHEAST CORNER OF SAID SECTION 31 AND THE EAST 1/4 CORNER OF SECTION 31 BOTH MONUMENTS ARE DESCRIBED AND LABELED ON THE FACE OF THIS PLAT. NOTE: 1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. PROJECT TEAM VICINITY MAP 1"=1000' CIVIL CONSTRUCTION PLANS FOR City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE 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 AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. SAMUEL ELIASON, PE #38212 DATE CERTIFICATION STATEMENT 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. DISCLAIMER STATEMENT TRIPLE CROWN SPORTS EXPANSION DECEMBER 2022 PAGE #SHEET #SHEET NAME 1 C0.00 COVER SHEET 2-3 C0.01 - C0.02 GENERAL NOTES 4 C1.00 EXISTING CONDITIONS & REMOVALS PLAN 5 C2.00 HORIZONTAL CONTROL PLAN 6 C2.01 DETAILED HORIZONTAL CONTROL PLAN 7 C3.00 UTILITY PLAN 8 C3.10 STORM SEWER PLAN & PROFILE 9 C4.00 OVERALL GRADING & EROSION CONTROL PLAN 10 C4.01 DETAILED GRADING PLAN 11 C5.00 DRAINAGE PLAN 12-14 C6.00 - C6.02 CONSTRUCTION DETAILS SHEET INDEX 1" = N/A 1" = N/A 12/7/202210:48:41 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERSMEJRSC0.01GENERAL NOTES2 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002 GENERAL NOTES 1.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 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.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.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. 4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY 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 LOCAL ENTITY, 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. 5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6.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. 7.THE DEVELOPER 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. 8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION. 10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES INVOLVED, 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. 11.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 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. 12.THE DEVELOPER 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. 13.THE MINIMUM COVER OVER WATER LINES IS4.5 FEET AND THE MAXIMUM IS 5.5 FEE UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16.THE LOCAL ENTITY 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). 17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORM WATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORM WATER 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 STORM WATER 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. 18.THE LOCAL ENTITY INCLUDING BUT NOT LIMITED TO CITY OF FORT COLLINS, SOUTH FORT COLLINS SANITATION DISTRICT AND FORT COLLINS-LOVELAND WATER DISTRICT SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. 19.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY ENTITLED "TRIPLE CROWN SPORTS EXPANSION" PREPARED BY UNITED CIVIL DESIGN GROUP LLC, AND DATED DECEMBER 7, 2022, SHALL BE FOLLOWED AND IMPLEMENTED. 20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION CONTROL PLAN. 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. 21.THE DEVELOPER 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 WITHIN 24 HOURS 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. 22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE. 23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR (FORT COLLINS - 221-6700) 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 ENGINEERS ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT-OF-WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. 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 SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT. 25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS. 26.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. 27.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. 28.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. 29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. 30.THE DEVELOPER 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. 31.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. 32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. 33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34.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. 35.THE DEVELOPER 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. 36.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. 37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, 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. 38.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. 39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "5-13" 2" ALUMINUM CAP AT THE SOUTHWEST CORNER OF TIMBERLINE RD. AND CARIBOU DR., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION=4955.35 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM -3.19'. 41.ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS 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'S 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. GENERAL NOTES (CONTINUED) 43.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 OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.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. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 46.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 MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47.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: NONE. 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: 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 MUTCD (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 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 PERFORMED IN THE PRESENCE OF AN INSPECTOR. 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 ENTITLED "TRIPLE CROWN SPORTS EXPANSION" PREPARED BY UNITED CIVIL DESIGN GROUP, LLC, AND DATED DECEMBER 7, 2022, 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 BE 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 ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. 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 SHALL 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.LATEX 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 CITY OF FORT COLLINS TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS TRAFFIC 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 TWO 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. 16.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. 17.NO "RESET" ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 18.ALL ANCHORS, POSTS, SINGS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA. FORT COLLINS TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL 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 THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY OF LOVELAND. 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 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 IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT 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 CITY OF LOVELAND 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 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, (LOVELAND GMA & CITY LIMITS ONLY). A.BELOW ALL GUTTER DOWNSPOUTS. B.OUT TO DRAINAGE SWALES. C.ALONG LOT PERIMETER. D.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 OF LOVELAND. 17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHENEVER IT IS NECESSARY 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 STOCKPILE(S), STAGING AREA(S), CONSTRUCTION MATERIAL(S), CONCRETE WASHOUT AREA(S) AND/OR BUILDING SITE(S). 1" = N/A 1" = N/A 12/7/202210:48:46 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERSMEJRSC0.02GENERAL NOTES3 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1.THE PROPERTY OWNER, OWNER'S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS' 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGE WAY. 18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES' DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHERTEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE'S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THECITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. FINAL STABILIZATION AND PROJECT COMPLETION 49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOESNOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. 1330.12'EXISTING BUILDING FFE = 4954.2AUTOMATION WAYTIMBERLINE ROADS76° 3 1 ' 0 0 " E 8 9 . 4 5 ' EXISTING 2' CONCRETE PAN 20' DRAINAGE AND UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING 3.8' CONCRETE PAN EXISTING 3.8' CONCRETE PAN EXISTING 1.8' CONCRETE PAN EXISTING 4' WALK EXISTING 2' CONCRETE PAN EXISTING 5' PUBLIC SERVICE COMPANY EASEMENT EXISTING ADA PARKING STALL EXISTING 1" WATER SERVICE TO BE REMOVED EXISTING 3/4" WATER METER TO BE REPLACED (SEE SHEET C3.00);EXISTING METER PIT TO REMAIN EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING BULLPEN AREA TO BE REMOVED EXISTING SOFTBALL FIELD EXISTING SOFTBALL FIELD EXISTING GRAVEL PITCHING MOUND EXISTING FENCE EXISTING FENCE EXISTING BULLPEN AREA EXISTING IRRIGATION METER & BACKFLOW PREVENTION DEVICE EXISTING FLAG POLES EXISTING HEADWALLEXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING FENCE HEADWALL AND 15" RCP STORM DRAIN EXISTING DUG OUT EXISTING DUG OUT EXISTING FENCE EXISTING WOOD BLEACHERS EXISTING GRAVEL & CONCRETE STAIRS EXISTING GRAVEL & CONCRETE STAIRS TO BE REMOVED EXISTING STEEL DECK EXISTING WOOD DECK EXISTING CONCRETE STAIRS EXISTING TREE (TYP)EXISTING METAL BENCH EXISTING METAL BENCH GRASS FIELD EXISTING FENCE EXISTING FENCE EXISTING GRAVEL STORAGE AREA EXISTING MONUMENT SIGN EXISTING WALK EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING BATTING CAGEEXISTING BURIED ELECTRIC EXISTING HEADWALL AND 24" RCP STORM DRAIN EXISTING BURIED ELECTRIC EXISTING BURIED ELECTRIC & TELECOM LINES EXISTING BURIED GAS EXISTING TELECOM EQUIPMENT EXISTING TRANSFORMER EXISTING AC UNIT (TYP) EXISTING BURIED ELECTRIC EXISTING TELECOM LINE EXISTING GAS LINE EXISTING 8" WATER MAIN EXISTING FENCE EXISTING BURIED ELECTRIC EXISTING CLEANOUT EXISTING CLEANOUT EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING "STAFF PARKING" SIGNAGE EXISTING 8" WATER MAIN EXISTING 1.5" IRRIGATION SERVICE EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING IRRIGATION BOX (TYP) EXISTING IRRIGATION BOX (TYP) EXISTING GAS LINE EXISTING IRRIGATION BOX (TYP) EXISTING IRRIGATION BOX (TYP) EXISTING ELECTRIC EQUIPMENTEXISTING LIGHT POLE EXISTING ELECTRIC EQUIPMENT EXISTING TYPE R INLET EXISTING ELECTRIC EQUIPMENT EXISTING ELECTRIC EQUIPMENT EXISTING ELECTRIC EQUIPMENT EXISTING IRRIGATION BOX (TYP) EXISTING TREE (TYP) EXISTING GAS SERVICE EXISTING GAS METER EXISTING MAILBOX EXISTING WALK EXISTING 24" RCP STORM DRAIN EXISTING 15" RCP STORM DRAIN EXISTING 5' TYPE R INLET EXISTING 5' TYPE R INLET REMOVE & PATCH ASPHALT EXISTING 6" FIRE SERVICE EXISTING 3/4" WATER SERVICE TO BE REMOVED EXISTING LOT PRIOR TO REPLAT LOT 1 COLLINDALE BUSINESS PARK SEVENTH FILING EXISTING LOT PRIOR TO REPLAT LOT 2 COLLINDALE BUSINESS PARK SECOND FILING SAWCUT AND REMOVE EXISTING ASPHALT WITH REMOVAL AND REPLACEMENT OF EXISTING WATER SERVICE (SEE NOTES 10 & 11) REMOVE EXISTING WALK REMOVE EXISTING WALK 1" = 30' 1" = N/A 12/7/202210:48:58 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C1.00 - EXISTING CONDITIONS & REMOVALS PLAN.DWGC1.00 - EXISTING CONDITIONS & REMOVALS PLANSMEJRSC1.00EXISTING CONDITIONS & REMOVALS PLAN4 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' LEGEND LOT LINE PROPERTY BOUNDARY RIGHT OF WAY EASEMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE REMOVE EXISTING CURB & GUTTER REMOVE EXISTING FENCE SAWCUT LINE REMOVE EXISTING UTILITY LINE REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING TREE SETBACK REMOVE EXISTING UTILITY STRUCTURE NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5.CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE EXISTING BUILDING WITH THE ARCHITECTURAL DRAWINGS. 6.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION. 7.QUANTITY OF REMOVALS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY AND ARE LIKELY TO CHANGE DURING CONSTRUCTION AND DUE TO VARIOUS FIELD CONDITIONS. 8.ALL UTILITY CUTS, BACKFILL, PAVEMENT PATCHING, AND REPAIRS OF PAVEMENT CUTS TO COMPLY WITH CITY OF FORT COLLINS STANDARDS. 9.WHEN REPLACING THE ASPHALT IN PUBLIC RIGHT-OF-WAY, THE CITY OF FORT COLLINS REQUIRES THAT A CITY INSPECTOR BE PRESENT AND THAT THE EXISTING DEPTH BE REPLACED, PLUS ONE INCH. THE TOTAL ASPHALT THICKNESS SHALL NOT BE LESS THAN 4 INCHES. 10.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING INSPECTOR. ALL REPAIRS IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 11.CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES ON THE ABANDONMENT/REMOVAL OF THE EXISTING 3/4-INCH WATER SERVICE. NOTE THAT WATER SERVICE SHALL BE ABANDONED AT THE MAIN PER CITY REQUIREMENTS. EXISTING WATER EXISTING GAS LINE EXISTING BURIED ELECTRIC EXISTING TELECOM LINE EXISTING STORM EXISTING LIGHT POLE EXISTING ELECTRIC EQUIPMENT EXISTING TELECOM EQUIPMENT EXISTING GAS METER EXISTING WATER METER EXISTING CLEANOUT EXISTING IRRIGATION BOX EXISTING BOLLARD EXISTING TREE 1330.12'EXISTING BUILDING FFE = 4954.2AUTOMATION WAYEXISTING 2' CONCRETE PAN EXISTING ADA PARKING STALL EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING TREE (TYP) 20' DRAINAGE AND UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING SOFTBALL FIELD EXISTING SOFTBALL FIELD EXISTING GRAVEL PITCHING MOUND EXISTING FENCE EXISTING FENCE EXISTING BULLPEN AREA EXISTING FLAG POLES EXISTING 3.8' CONCRETE PAN EXISTING HEADWALLEXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING FENCE EXISTING 3.8' CONCRETE PAN HEADWALL AND 15" RCP STORM DRAIN EXISTING DUG OUT EXISTING DUG OUT EXISTING FENCE EXISTING WOOD BLEACHERS EXISTING GRAVEL & CONCRETE STAIRS EXISTING TREE (TYP)EXISTING METAL BENCH EXISTING METAL BENCH GRASS FIELD EXISTING FENCE EXISTING FENCE EXISTING GRAVEL STORAGE AREA EXISTING 1.8' CONCRETE PAN EXISTING MONUMENT SIGN EXISTING WALK EXISTING 4' WALK EXISTING LIGHT POLE (TYP) EXISTING BATTING CAGE EXISTING HEADWALL AND 24" RCP STORM DRAIN EXISTING 2' CONCRETE PAN EXISTING FENCE EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING "STAFF PARKING" SIGNAGE EXISTING IRRIGATION BOX (TYP) EXISTING LIGHT POLE EXISTING TYPE R INLET EXISTING MAILBOX EXISTING WALK EXISTING 5' PUBLIC SERVICE COMPANY EASEMENT EXISTING 24" RCP STORM DRAIN EXISTING 15" RCP STORM DRAIN EXISTING 5' TYPE R INLET EXISTING 5' TYPE R INLET TIMBERLINE ROADS76° 3 1 ' 0 0 " E 8 9 . 4 5 'N19° 22' 33"E 43.17'N76° 3 1 ' 1 5 " W 9 9 . 5 9 ' N70° 3 7 ' 2 7 " W 4 1 . 2 1 'N19° 22' 33"E 38.92'S76° 3 1 ' 0 0 " E 2 6 1 . 6 9 'S19° 20' 00"W 200.00'N76° 3 1 ' 0 0 " W 2 2 1 . 1 5 'N19° 20' 00"E 114.56'L=85.11'R=641.00'∆=7.61°L=131.69'R=646.00'∆=11.68°S00° 03' 33"W 175.00'N89° 56' 27"W 455.88'N00° 05' 00"W 418.03'PROPOSED 20' EMERGENCY ACCESS EASEMENT PROPOSED 20' EMERGENCY ACCESS EASEMENT NORTH SITE DETAIL (SEE SHEET C2.01) SOUTH SITE DETAIL (SEE SHEET C2.01) PROPOSED DRAINAGE & UTILITY EASEMENT LOT 1 COLLINDALE BUSINESS PARK NINTH FILING LOT 2 COLLINDALE BUSINESS PARK NINTH FILING PROPOSED BUILDING EXPANSION PRO P O S E D BUL L P E N A R E A 1 1 1 1 1" = 30' 1" = N/A 12/7/202210:49:05 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLANSMEJRSC2.00HORIZONTAL CONTROL PLAN5 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' LEGEND SITE SIGNS CATCH CURB & GUTTER PARKING STRIPE LIMITS OF DISTURBANCE SIDEWALK SPILL CURB & GUTTER TC BUILDING OUTLINE CURB TRANSITION FROM CATCH TO SPILL SIDEWALK CHASE SWALE FLOWLINE ASPHALT PAVEMENT CONCRETE PAVEMENT SITE NOTES 1.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 2.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS, LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS SHOWN FOR INFORMATION ONLY. 4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED AND SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC. 6.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN, AND RECOMMENDATIONS. 7.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED. 8.THE LOCATION AND NUMBER OF FIRE LANE SIGNS SHOWN ARE PER LCUASS STANDARD DETAIL 1419. CONTRACTOR SHALL COORDINATE WITH PFA INSPECTOR DURING CONSTRUCTION TO VERIFY ALL FIRE LANE SIGNS (NUMBER AND LOCATION) PRIOR TO INSTALLATION. GRAVEL SURFACE 1 ON-SITE SIGNING AND STRIPING KEY "NO PARKING - FIRE LANE" SIGN (SEE NOTE 8) BUILDING CORNER N:1453678.32 E:3120341.42 BUILDING CORNER N:1453658.70 E:3120419.32 BUILDING CORNER N:1453678.61 E:3120362.72 PROPOSED BUILDING EXPANSION PROPOSED BULLPEN AREA 5' WALK 6' WALK 3.5' 3.5' 5.6' 4.5' 6.15' 7.33' 7.13' 5' 4.77' PROPOSED STAIRS OVERHANG R12' R13' R3' R120' R1.5' 51.19' 34.54' 6.25' 13.08' 13.53' 12.2' 6' 10.2' 12' 174°' 4.67' 5.98' 4.96' 2.75' 10.06' 8.27' 4.49'15.36' 9.21' 6.58' 5' MATCH EXISTING SIDEWALK BUILDING COLUMN (TYP) BUILDING COLUMN (TYP) BUILDING COLUMN (TYP) EXISTING DUGOUT MATCH EXISTING CONCRETE AT BOTTOM OF STAIRS MATCH EXISTING CONCRETE MATCH EXISTING CONCRETE 5.99' 2.21' EXISTING WOODEN DECK MATCH EXISTING CONCRETE AT DUGOUT ENTRANCE 10.11' 6.93' EXISTING 1.9' CONCRETE PAN EXISTING SOFTBALL FIELD NETTING EXISTING SOFTBALL FIELD NETTING EXISTING FENCE EXISTING CONCRETE STAIRS EXISTING TREE (TYP) EXISTING 2' CONCRETE PAN EXISTING BUILDING PROPOSED RAMP PROPOSED RAMP R10' PROPOSED DRAINAGE & UTILITY EASEMENT 7.28' 13.81' PROPOSED 6" RIBBON CURB PROPOSED GRAVEL SURFACE 5' 10.33' PROPOSED FLOOD PROOF FLUSH HOLLOW METAL DOOR (SEE ARCHITECTURAL PLANS) PROPOSED CONCRETE PAD PROPOSED RAILING (TYP) (SEE ARCHITECTURAL PLANS) 2.41' 14.03' 5'R8' R3' R14.5' R3' 12.85' EXISTING BUILDING EXISTING 2' CONCRETE PAN MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK PROPOSED RAMP PROPOSED RAMP PROPOSED SPILL CURB PROPOSED SPILL CURB 1" = 10' 1" = N/A 12/7/202210:49:06 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C2.00 - HORIZONTAL CONTROL PLAN.DWGC2.00 - HORIZONTAL CONTROL PLANSMEJRSC2.01DETAILED HORIZONTAL CONTROL PLAN6 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 10'20' SCALE: 1" = 10' 5' LEGEND SITE SIGNS CATCH CURB & GUTTER PARKING STRIPE LIMITS OF DISTURBANCE SIDEWALK SPILL CURB & GUTTER TC BUILDING OUTLINE CURB TRANSITION FROM CATCH TO SPILL SIDEWALK CHASE SWALE FLOWLINE ASPHALT PAVEMENT CONCRETE PAVEMENT SITE NOTES 1.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 2.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 3.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS, LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS SHOWN FOR INFORMATION ONLY. 4.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED AND SCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC. 6.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN, AND RECOMMENDATIONS. 7.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED. 8.THE LOCATION AND NUMBER OF FIRE LANE SIGNS SHOWN ARE PER LCUASS STANDARD DETAIL 1419. CONTRACTOR SHALL COORDINATE WITH PFA INSPECTOR DURING CONSTRUCTION TO VERIFY ALL FIRE LANE SIGNS (NUMBER AND LOCATION) PRIOR TO INSTALLATION. GRAVEL SURFACE 1 ON-SITE SIGNING AND STRIPING KEY "NO PARKING - FIRE LANE" SIGN (SEE NOTE 8) NORTH SITE DETAIL SCALE: 1" = 10' SOUTH SITE DETAIL SCALE: 1" = 10' 1330.12'EXISTING BUILDING FFE = 4954.2AUTOMATION WAYUPSIZE TO 1.5" WATER SERVICE 5' DOWNSTREAM OF METER PROPOSED 1" WATER METER IN EXISTING METER PIT EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING TREE (TYP) 20' DRAINAGE AND UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING SOFTBALL FIELD EXISTING SOFTBALL FIELD EXISTING BULLPEN AREA EXISTING IRRIGATION METER & BACKFLOW PREVENTION DEVICE EXISTING HEADWALL HEADWALL AND 15" RCP STORM DRAIN EXISTING DUG OUT EXISTING TREE (TYP)EXISTING METAL BENCH EXISTING METAL BENCH GRASS FIELD EXISTING WALK EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING BATTING CAGEEXISTING BURIED ELECTRIC EXISTING HEADWALL AND 24" RCP STORM DRAIN EXISTING BURIED ELECTRIC EXISTING BURIED ELECTRIC & TELECOM LINES EXISTING BURIED GAS EXISTING TELECOM EQUIPMENT EXISTING TRANSFORMER EXISTING BURIED ELECTRIC EXISTING TELECOM LINE EXISTING GAS LINE EXISTING 8" WATER MAIN EXISTING BURIED ELECTRIC EXISTING CLEANOUT EXISTING CLEANOUT EXISTING TREE (TYP) EXISTING TREE (TYP) EXISTING 8" WATER MAIN EXISTING 1.5" IRRIGATION SERVICE EXISTING BURIED ELECTRIC EXISTING GAS LINE EXISTING IRRIGATION BOX (TYP) EXISTING IRRIGATION BOX (TYP) EXISTING GAS LINE EXISTING IRRIGATION BOX (TYP) EXISTING IRRIGATION BOX (TYP) EXISTING ELECTRIC EQUIPMENTEXISTING LIGHT POLE EXISTING ELECTRIC EQUIPMENT EXISTING TYPE R INLET EXISTING ELECTRIC EQUIPMENT EXISTING ELECTRIC EQUIPMENT EXISTING ELECTRIC EQUIPMENT EXISTING IRRIGATION BOX (TYP) EXISTING GAS SERVICE EXISTING GAS METER EXISTING WALK EXISTING 5' PUBLIC SERVICE COMPANY EASEMENT EXISTING 24" RCP STORM DRAIN EXISTING 15" RCP STORM DRAIN EXISTING 5' TYPE R INLET EXISTING 5' TYPE R INLET TIMBERLINE ROADPROPOSED STORM SEWER (SEE SHEET C3.10) PROPOSED DRAINAGE & UTILITY EASEMENT EXISTING 6" FIRE SERVICE TO REMAIN PROPOSED 1" WATER SERVICE LOT 1 COLLINDALE BUSINESS PARK NINTH FILING LOT 2 COLLINDALE BUSINESS PARK NINTH FILING PROPOSED BUILDING ADDITION SAWCUT AND REMOVE EXISTING ASPHALT WITH REMOVAL AND REPLACEMENT OF EXISTING WATER SERVICE (SEE NOTES 6 & 7) EXISTING FIRE HYDRANT 1" = 30' 1" = N/A 12/7/202210:49:15 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C3.00 - UTILITY PLAN.DWGC3.00 - UTILITY PLANSMEJRSC3.00UTILITY PLAN7 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELI MINA RY PLANSNOT F O R C O NSTR U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' LEGEND DS DOMESTIC SERVICE LINE AND METER FIRE DEPARTMENT CONNECTION DOWNSPOUT, ROOF DRAIN, AND ROOF OVERFLOW STORM PIPE AND DRAIN BASIN ELECTRIC LINE AND TRANSFROMER GAS LINE AND METER LIGHT POLE RD OVF G FDC UTILITY NOTES 1.ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN AND LOCATIONS NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL LIGHTING, TELECOM CONDUITS (PHONE, TELEVISION AND FIBER) AND POWER LINE ROUTING FOR SITE LIGHTING. 4.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO ENSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES. 6.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS SHALL BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES ON THE ABANDONMENT/REMOVAL OF THE EXISTING 3/4-INCH WATER SERVICE. NOTE THAT WATER SERVICE SHALL BE ABANDONED AT THE MAIN PER CITY REQUIREMENTS. SANITARY SERVICE AND CLEANOUT FIRE LINE 9+7510+0011+00 12+00 EXISTING BUILDING FFE = 4954.2AUTOMATION WAY20' DRAINAGE AND UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING BURIED ELECTRIC EXISTING TREE (TYP) BASIN 1 (24'' NYLOPLAST BASIN W/ DOMED GRATE) STA 10+00.00 N: 1453692.07 E: 3120276.71 53.5 LF 8" STORM 26.4 LF 8" STORM 11.25° BEND STA 10+53.49 N: 1453690.89 E: 3120330.18 8''X8'' TEE W/ 8''X4'' REDUCER (S) STA 10+79.93 N: 1453685.16 E: 3120356.00 18.2 LF 8" STORM BASIN 2 (24'' NYLOPLAST BASIN W/ SOLID LID) STA 10+98.09 N: 1453702.89 E: 3120359.93 14.8 LF 8" STORM BASIN 3 (24'' NYLOPLAST PERFORATED BASIN W/ STANDARD GRATE) STA 11+81.68 N: 1453684.77 E: 3120441.53 STA: 9+75.00 N: 1453668.55 E: 3120268.25 START ALIGNMENT STA: 12+00.00 N: 1453680.80 E: 3120459.42 END ALIGNMENT PROPOSED PERMEABLE DRAIN SECTION (SEE DETAIL ON THIS SHEET) STA: 11+15.04 N: 1453699.22 E: 3120376.48 BEGIN PERMEABLE DRAIN SECTION STA: 11+73.98 N: 1453686.44 E: 3120434.02 END PERMEABLE DRAIN SECTION FFE=4950.70 FFE=4953.20 FFE=4949.90 PROPOSED BUILDING EXPANSION PROPOSED BULLPEN AREA PROPOSED AGGREGATE DRAIN SECTION (SEE DETAIL ON THIS SHEET) PROPOSED DRAINAGE & UTILITY EASEMENT CONNECT 4'' PVC TO BLDG ROOF DRAIN INV. OUT=4945.70 (N) 11.6 LF 4" PVC @ 4.30% CONNECT TO 4'' PVC TO BLDG ROOF DRAIN INV. OUT=4945.70 (N) 23.9 LF 4" PVC @ 6.06% 27.2 LF 4" PVC @ 5.34% CONNECT TO 4'' PVC TO BLDG ROOF DRAIN INV. OUT=4945.70 (N) 26.9 LF 8" STORM 41.9 LF 8" STORM 8''X4'' TEE INV.=4944.25 FG=4948.06 8''X4'' TEE INV.=4944.25 FG=4948.23 STORM 1 PROFILE STA: 9+75 - STA: 12+00 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+75 10+00 10+50 11+00 11+50 12+00BASIN 1(24'' NYLOPLAST BASINW/ DOMED GRATE)STA: 10+00.00GRATE 4950.3±INV. OUT 4948.50 (E)SUMP 4947.5053. 5 L F 8 " P V C @ 4 . 1 3 %11.25° BENDSTA: 10+53.49INV. 4946.2926.4 LF 8" PVC @ 4.13%8''X8'' TEEW/ 8''X4'' REDUCER (S)STA: 10+79.93INV. 4945.20INV. 4945.2018.2 LF 8" PVC @ 4.13%BASIN 2(24'' NYLOPLAST BASINW/ SOLID LID)STA: 10+98.09GRATE 4948.2±INV. IN 4944.45 (S)INV. OUT 4944.25 (E)14.8 LF 8" PVC @ 0.00%BASIN 3(24'' NYLOPLASTPERFORATED BASINW/ STANDARD GRATE)STA: 11+81.68GRATE 4947.5±INV. IN 4944.25 (W)SUMP 4943.25PROPOSED GRADE EXISTING GROUND 26.9 LF 8" PVC @ 0.00% 41.9 LF 8" PVC @ 0.00%8''X4'' TEESTA: 11+12.88INV. IN 4944.25 (W)INV. IN 4944.25 (S)INV. OUT 4944.25 (E)8''X4'' TEESTA: 11+39.75INV. IN 4944.25 (W)INV. IN 4944.25 (S)INV. OUT 4944.25 (E)1" = 30' 1" = 3'12/7/202210:49:22 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C3.10 - STORM PLAN & PROFILE.DWGC3.10 - STORM PLAN & PROFILESMEJRSC3.10STORM SEWER PLAN & PROFILE8 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' 36" 48" VARIES (APPROX. 10") VARIES (APPROX. 16") 8" PERFORATED PVC PIPE RESERVOIR AGGREGATE PER CITY OF FORT COLLINS SPECIFICATIONS (GRADATION ASTM #57 OR #67) TURF SUBGRADE PER TRIPLE CROWN SPORTS SPECIFICATIONS FOR PLAYING SURFACE AREAS EXISTING SOILS (TYP) 16" 12" PERMEABLE DRAIN SECTION NOT TO SCALE 48" VARIES (APPROX. 6") RESERVOIR AGGREGATE PER CITY OF FORT COLLINS SPECIFICATIONS (GRADATION ASTM #57 OR #67) GRAVEL SURFACE PER TRIPLE CROWN SPORTS SPECIFICATIONS EXISTING SOILS (TYP) AGGREGATE DRAIN SECTION NOT TO SCALE LEGEND DS DOMESTIC SERVICE LINE AND METER FIRE DEPARTMENT CONNECTION DOWNSPOUT, ROOF DRAIN, AND ROOF OVERFLOW STORM PIPE AND DRAIN BASIN ELECTRIC LINE AND TRANSFROMER GAS LINE AND METER LIGHT POLE RD OVF G FDC UTILITY NOTES 1.ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN AND LOCATIONS NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL LIGHTING, TELECOM CONDUITS (PHONE, TELEVISION AND FIBER) AND POWER LINE ROUTING FOR SITE LIGHTING. 4.THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 1-800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO ENSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES. SANITARY SERVICE AND CLEANOUT FIRE LINE PERMEABLE/BURIED AGGREGATE DRAIN SECTION EXISTING BUILDING FFE = 4954.2AUTOMATION WAYEXISTING 2' CONCRETE PAN 20' DRAINAGE AND UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING SOFTBALL FIELD EXISTING SOFTBALL FIELD EXISTING 3.8' CONCRETE PAN EXISTING HEADWALL EXISTING 3.8' CONCRETE PAN HEADWALL AND 15" RCP STORM DRAIN EXISTING GRAVEL & CONCRETE STAIRS GRASS FIELD EXISTING GRAVEL STORAGE AREA EXISTING 1.8' CONCRETE PAN EXISTING HEADWALL AND 24" RCP STORM DRAIN EXISTING 2' CONCRETE PAN EXISTING 5' PUBLIC SERVICE COMPANY EASEMENT EXISTING 24" RCP STORM DRAIN EXISTING 15" RCP STORM DRAIN EXISTING 5' TYPE R INLET EXISTING 5' TYPE R INLET TIMBERLINE ROADPROPOSED BUILDING ADDITION EXISTING DUG OUT LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE EXISTING 2' CONCRETE PAN NORTH GRADING DETAIL (SEE SHEET C4.01) SOUTH GRADING DETAIL (SEE SHEET C4.01) PROPOSED DRAINAGE & UTILITY EASEMENT 1" = 30' 1" = N/A 12/7/202210:49:32 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C4.00 - GRADING & EROSION CONTROL PLAN.DWGC4.00 - GRADING & EROSION CONTROL PLANSMEJRSC4.00OVERALL GRADING & EROSION CONTROL PLAN9 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' LEGEND NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION PREPARATION, DESIGN AND RECOMMENDATIONS. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 7.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 8.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 9.ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 10.SEDIMENT CONTROL LOGS MAY BE USED IN LIEU OF SILT FENCE. SWALE FLOWLINE INLET PROTECTION ROCK SOCK SEDIMENT CONTROL LOG CONCRETE WASHOUT AREA SILT FENCE VEHICLE TRACKING CONTROL 9 0 . 3 0 PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR STORM SEWER GRADE BREAK LIMITS OF DISTURBANCE CATCH CURB & GUTTER SPILL CURB & GUTTER PERMANENT SEEDING EROSION CONTROL NOTES 1.TOTAL DISTURBED AREA = 17,424 SF (0.40 ACRES). 2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS. 3.REFER TO SHEET C0.01 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES. 4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 5.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132. 8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS. 9.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED: INGREDIENT % AVAILABLE BY WEIGHT APPLICATION RATE IN LBS/ACRE NITROGEN 13 65 POTASSIUM 16 80 POTASSIUM M 120 PROJECT:TRIPLE CROWN SPORTS EXPANSION BEST MANAGEMENT PRACTICE ITEM: PRESERVE EXISTING VEGETATION STAGING AREAS (if applicable) CONSTRUCTION FENCE (if applicable) INLET PROTECTION ROCK SOCKS SILT FENCE CONCRETE WASHOUT AREA VEHICLE TRACKING CONTROL 1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS. 2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs. MOBILIZATIONDEMOLITION SITE GRADING & UTILITIES FINAL LANDSCAPING & STABILIZATIONPHASE OF CONSTRUCTION EROSION CONTROL SEQUENCING VERTICAL CONST. & PAVING EROSION CONTROL CALCULATIONS TOTAL AREA OF DISTURBANCE 0.39 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 0.39 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.00 ACRES TOTAL STORAGE/STAGING AREA 0.01 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A APPROX. % OF PROJECT DISTURBED AT ANY TIME 100% ESTIMATED PRE-EXISTING % VEGETATIVE COVER 60% EXISTING SOIL TYPE TYPE C/NUNN CLAY LOAM DEPTH TO GROUNDWATER 7 FEET NUMBER OF PROJECT PHASES N/A TOTAL VOLUME OF MATERIAL IMPORT/EXPORT 40 CY TOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW 0 STEEPEST SLOPE (H:V)4:1 DISTANCE FROM A RIPARIAN OR SENSITIVE AREA N/A FFE=4950.70 FFE=4953.20 EXISTING DUG OUT 50.35 48.1248.84 48.63 49.6849.5449 . 9 3 49.94 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE PROPOSED DRAINAGE & UTILITY EASEMENT EXISTING BUILDING FFE = 4954.2 PROPOSED BUILDING ADDITION50.1850.7052.1553.9652.1553.2049.9049.8048.3148.0948.17 FG48.1548.15 FG48.1048.00 48.20 48.4448.2048.0848.0549.76 FG48.2048.1353.1853.0853.2051.4850.8650.5450.525 0 . 0 7 49.254 8 . 3 1 B TM 49.9049.8049.80 51.48 BTM51.52 BTM49.10 BTM 48.37 BTM48.2748.3749.9048.4753.1049.944 9 . 9 5 4 9 . 8 8 49.4949.5848.2148.31 FG48.33 FG48.33 FG48.31 FG4 8 . 3 3 FG 48.33 FG48.54 FG 51.00 48 . 1 348.5948 . 1 5 48.0348.1047.9954.1453.9853.20 53.20 53.08 53.0848.31(3) 6" RISERS (6) 6.5" RISERS (2) 4.5" RISERS PROPOSED BULLPEN AREA FFE=4949.90 53.9453.92 52.1552.1750.9151.0152.1552.1750.3653.2049.90 49.07 49.80 52.77 49.90 B T M 49.07 BTM49.10 BTM51.4851.4852.0452.0451.52 BTM50.9250.8349.314 9 . 3 2 7.4%7.8%8.3%2.0%2.0% 5.0%2.0%2.6%2.0%0.7%2.0%48.11 48.2048.0348.024 8 . 2 0 47.44 47.32 47.38 48.07 47.43 47.3147.37 50.44 50.14 50.70PROPOSED FLOOD PROOF FLUSH HOLLOW METAL DOOR (SEE ARCHITECTURAL PLANS) EXISTING 2' CONCRETE PAN MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING CURB MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK PROPOSED RAMP PROPOSED RAMP52.4252.8353.1352.8152.1152.0752.3853 . 4 5 53.4152.1452.3052.9552.9353.3353.3053.915 2 . 4 8 52.3052.415 2 . 6 9 52.5752.4753.0652.97 TBC 52.725 2 . 4 9 52.49 52.94 53.44 TBC 52.731" = ##' 1" = N/A 12/7/202210:49:37 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C4.00 - GRADING & EROSION CONTROL PLAN.DWGC4.00 - GRADING & EROSION CONTROL PLANSMEJRSC4.01DETAILED GRADING PLAN10 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 ##'##' SCALE: 1" = ##' #' LEGEND NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 2.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION PREPARATION, DESIGN AND RECOMMENDATIONS. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 6.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 7.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 8.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. 9.ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 10.SEDIMENT CONTROL LOGS MAY BE USED IN LIEU OF SILT FENCE. SWALE FLOWLINE INLET PROTECTION ROCK SOCK SEDIMENT CONTROL LOG CONCRETE WASHOUT AREA SILT FENCE VEHICLE TRACKING CONTROL 9 0 . 3 0 PROPOSED SPOT ELEVATION FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING GRADE 10.0%4.0:1 (10.0%)(4.0:1) PROPOSED SLOPE EXISTING SLOPE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR STORM SEWER GRADE BREAK LIMITS OF DISTURBANCE CATCH CURB & GUTTER SPILL CURB & GUTTER PERMANENT SEEDING NORTH GRADING DETAIL SCALE: 1" = 10' SOUTH GRADING DETAIL SCALE: 1" = 10' 1330.12'EXISTING BUILDING FFE = 4954.2AUTOMATION WAY20' DRAINAGE AND UTILITY EASEMENT 15' UTILITY EASEMENT 9' UTILITY EASEMENT 8' UTILITY EASEMENT EXISTING SOFTBALL FIELD EXISTING SOFTBALL FIELD EXISTING 3.8' CONCRETE PAN EXISTING HEADWALL EXISTING 3.8' CONCRETE PAN GRASS FIELD EXISTING 1.8' CONCRETE PAN EXISTING HEADWALL AND 24" RCP STORM DRAIN EXISTING 2' CONCRETE PAN EXISTING 5' PUBLIC SERVICE COMPANY EASEMENT EXISTING 24" RCP STORM DRAIN EXISTING 15" RCP STORM DRAIN EXISTING 5' TYPE R INLET EXISTING 5' TYPE R INLET TIMBERLINE ROADPROPOSED BUILDING ADDITION EXISTING 2' CONCRETE PAN PROPOSED PERMEABLE DRAIN SECTION (SEE DETAIL SHEET C3.10) PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED FLOOD PROOF FLUSH HOLLOW METAL DOOR (SEE ARCHITECTURAL PLANS) FFE=4950.70 FFE=4949.90 FFE=4953.20 PROPOSED BULLPEN AREA LIMITS OF DISTURBANCE REGIONAL DETENTION POND 100-YEAR WATER SURFACE = 4950.2 1" = 30' 1" = N/A 12/7/202210:49:45 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C5.00 - DRAINAGE PLAN.DWGC5.00 - DRAINAGE PLANSMEJRSC5.00DRAINAGE PLAN11 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60' SCALE: 1" = 30' 15' FLOW DIRECTION LEGEND PROPERTY BOUNDARY EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LIMITS OF DISTURBANCE IMPERVIOUS AREAS SUMMARY EXISTING PROPOSED DIFFERENCE OVERALL AREA (ACRE)4.85 4.85 - ROOF (SF)12,032 16,083 +4,051 ASPHALT (SF)12,780 12,780 - CONCRETE (SF)3,264 13,322 +10,058 GRAVEL (SF)200 27,042 +26,842 LANDSCAPE (SF)182,885 141,934 -40,951 COMPOSITE C2 0.34 0.42 +0.08 COMPOSITE C100 0.43 0.53 +0.10 % IMPERVIOUS 14%25%+11% 1" = N/A 1" = N/A 12/7/202210:49:54 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSSMEJRSC6.00CONSTRUCTION DETAILS12 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/20226"2"R.6"6"12"1 1/2"R. 6" 4 1/2" ONSITE CATCH CURB & GUTTER Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types)1"6"2"R. 1 1/2"R. 6" 4 1/2" Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types)1"1'-6"6"6"12"NOTES: 1.THE ABOVE CURB AND GUTTER DETAILS ARE TO BE USED OUTSIDE OF PUBLIC RIGHT-OF-WAY. FOR CURB AND GUTTER WITHIN PUBLIC RIGHT-OF-WAY REFER TO LCUASS DETAIL 701. ONSITE SPILL CURB & GUTTER 1'-6" ONSITE CONCRETE DETAILS NOT TO SCALE VARIES RIBBON CURB 2%6"PROPOSED GRAVEL SURFACE EXISTING GROUND 6" NOTES: 1.ONSITE PAVEMENT, BASE COURSE, SUBGRADE AND EARTHWORK MUST MEET THE SPECIFICATIONS OF LARIMER COUNTY URBAN AREA STREET STANDARDS. ONSITE PAVEMENT DETAILS NOT TO SCALE 4" HOT MIX ASPHALT 7" AGGREGATE BASE COURSE (CLASS 5 OR 6) COMPACTED SUBGRADE PER GEOTECH ENGINEER COMPOSITE FLEXIBLE PAVEMENT 1" = N/A 1" = N/A 12/7/202210:50:02 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSSMEJRSC6.01CONSTRUCTION DETAILS13 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NOTE:1.ALL GRATES AND COVERS SHALL BELOCKING VARIETY.NOTE:1.ALL GRATES AND COVERS SHALL BELOCKING VARIETY.NOTE:1.ALL GRATES AND COVERS SHALL BELOCKING VARIETY. 1" = N/A 1" = N/A 12/7/202210:50:11 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C6.00 - CONSTRUCTION DETAILS.DWGC6.00 - CONSTRUCTION DETAILSSMEJRSC6.02CONSTRUCTION DETAILS14 PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEPRELIMINARYPLANSNOT F O R C O NSTR UCTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for,unauthorized changes to or uses of these plans. All changes to the plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022