HomeMy WebLinkAboutTRIPLE CROWN SPORTS EXPANSION - MA220144 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSHORSETOOTH ROAD
UNION PACIFIC RAILROADPROJECT
SITE
TIMBERLINE ROADZIEGLER ROADDRAKE ROAD
HARMONY ROADLEMAY AVECARIBOU DRIVEPADDINGTON ROAD
CORBETT DRIVEPARKLAKE DRIVECENTENNIAL
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WILLIAM NEAL PKWYRIGDEN PKWY1" = 1000'
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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 2/8/2023COLLINDALE 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.
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
FEBRUARY 2023
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
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1" = N/A
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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 2/8/2023LARIMER 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
2/8/20233:41:30 PMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERSMEJRSC0.02GENERAL NOTES3 PREPARED FOR:JOB NUMBER
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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 2/8/2023STANDARD 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 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 REMOVEDEXISTING
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 WALK
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING BATTING CAGEEXISTING BURIED ELECTRIC
EXISTING HEADWALL AND
24" RCP STORM DRAIN
EXISTING BURIED ELECTRIC
EXISTING BURIED GAS
EXISTING TELECOM
EQUIPMENT
EXISTING TRANSFORMER TO BE REPLACED
EXISTING AC UNIT (TYP)
EXISTING BURIED ELECTRIC
EXISTING TELECOM LINE
EXISTING 8" WATER MAIN
EXISTING FENCE
EXISTING BURIED ELECTRIC
TO BE ADJUSTED DURING
STORM CONSTRUCTION TO
MAINTAIN 5' MIN. SEPARATION
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
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
EXISTING MONUMENT SIGN
EXISTING BURIED ELECTRIC
& TELECOM LINES
REMOVE & RECONSTRUCT
CONCRETE PAN
REMOVE CURB & GUTTER
EXISTING 1" WATER SERVICE
TO BE REMOVED
REMOVE & PATCH ASPHALT
REMOVE
CURB &
GUTTER
EXISTING ADA PARKING
STRIPING TO BE REMOVED
REMOVE & PATCH ASPHALT
1" = 30'
1" = N/A
2/8/20233:41:42 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
O
R
C
ONSTR
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 2/8/2023NORTH0 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.STREET CUTS AND PAVEMENT REPLACEMENT SHALL SPAN FULL
WIDTH OF TRAVEL LANE. NO PARTIAL LANE PAVEMENT
REPLACEMENTS SHALL BE ALLOWED. 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 PANEXISTING TREE (TYP)
EXISTING TREE (TYP)
EXISTING TREE (TYP)
20' DRAINAGE AND
UTILITY EASEMENT
15' UTILITY EASEMENT
9' 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 24'
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
3
1
25' MIN.
TURNING
RADIUS
25' MIN.
TURNING
RADIUS
2
1
9' UTILITY EASEMENT
20'
20'
20'
20'
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
1" = 30'
1" = N/A
2/8/20233:41:49 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
O
R
C
ONSTR
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 2/8/2023NORTH0 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)
2 ADA PARKING STRIPING
3 ADA PARKING SIGNAGE
4 4" SOLID WHITE LINE
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
4.84'
8.33'
PROPOSED FLOOD PROOF FLUSH HOLLOW METAL DOOR
(SEE ARCHITECTURAL PLANS)
PROPOSED CONCRETE PAD
PROPOSED RAILING (TYP)
(SEE ARCHITECTURAL PLANS)
4
MATCH EXISTING CURB
PROPOSED ASPHALT PATCH
4
PROPOSED ASPHALT PATCH
MATCH EXISTING CURB & GUTTER
MATCH EXISTING CURB & GUTTER
ALL EXISTING PARKING STALLS
TO BE RE-STRIPED (TYP)
ALL EXISTING PARKING STALLS
TO BE RE-STRIPED (TYP)
1.43'
14.03'
R8'
R3'
R14.5'
R3'
11.88'
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 SPILL CURB
PROPOSED SPILL CURB
R10'
4' WALK
LIMITS OF ASPHALT REMOVAL (TYP)
RECONSTRUCTED 2'
CONCRETE PAN
9.14'
6.5'
6.5'
5.17'
6.05'
5'
PROPOSED ADA RAMP
PROPOSED 6" CURB
4.5' WALK
PROPOSED ADA RAMP
MATCH EXISTING CURB & GUTTER
MATCH EXISTING
CURB & GUTTER
LIMITS OF ASPHALT REMOVAL (TYP)
8'
8'
8'17' (TYP)
RE-STRIPE EXISTING
PARKING STALLS
5'
5'
CROSSWALK STRIPING
ALONG ACCESSIBLE PATH
8'
4.27'
6'
32.78'
R45.5'
12.86'
26'
MATCH EXISTING
EDGE OF CONCRETE
REMOVE RAMP AND
INSTALL SIDEWALK
AT BUILDING ENTRY
1" = 10'
1" = N/A
2/8/20233:41:50 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
O
R
C
ONSTR
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 2/8/2023NORTH0 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)
2 ADA PARKING STRIPING
3 ADA PARKING SIGNAGE
4 4" SOLID WHITE LINE
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
9' 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
TO BE REPLACED
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
ADJUST BURIED ELECTRIC
W/ STORM DRAIN CONSTRUCTION
TO MAINTAIN 5' MIN. SEPARATION
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
1" = 30'
1" = N/A
2/8/20233:41:58 PMC:\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
ONSTR
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 2/8/2023NORTH0 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
& PERFORATED PIPE 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" = 3'2/8/20233:42:05 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
O
R
C
ONSTR
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 2/8/2023NORTH0 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
PERFORATED GEOFABRIC
EXISTING
BUILDING
FFE = 4954.2AUTOMATION WAYEXISTING 2'
CONCRETE PAN
20' DRAINAGE AND
UTILITY EASEMENT
15' UTILITY EASEMENT
9' 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
2.8%
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
1" = 30'
1" = N/A
2/8/20233:42:14 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
O
R
C
ONSTR
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 2/8/2023NORTH0 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
.
1
2
48.84
48.63
49.6849
.
5
4
49
.
9
3
49.94
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
PROPOSED DRAINAGE
& UTILITY EASEMENT
EXISTING
BUILDING
FFE = 4954.2
PROPOSED
BUILDING
ADDITION50.1850.7052.1553.9652.155
3
.
2
0
4
9
.
9
0
49.80
4
8
.
3
1
48.0948.17 FG 48.1548.15 FG48.1048.00
48.20
48.4448.2048.0848.0549.76 FG4
8
.
2
0
48.1353.18
5
3
.
0
8
53.2051.4850.8650.54
5
0
.
5
2
50.0749.2548.31 BTM49.9049.8049.80
51.48
BTM51.52 BTM49.10 BTM
48.37 BTM48.274
8
.
3
7
49.9048.4753.1049.944
9
.
9
5
4
9
.
8
8
49.4949.5848.2148.31 FG48.33 FG48.33 FG48.31 FG48.33 FG48.33 FG48.54 FG51.0048.1348.5948.1548.0348.1047.9954.1453.9853.20
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 BTM50.9250.8349.3149.327.4%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
47.3147.3750.44
50.14
50.70PROPOSED FLOOD PROOF FLUSH HOLLOW METAL DOOR
(SEE ARCHITECTURAL PLANS)
51.78
51.76
51.52
51.42
52.01
52.03
53.48
53.39
8.3%
8.6%
2.3
%
3.3%
(7.9
%
)
(8.7
%
)
(9.3%
)
(3.3%)
(4.2%)
(4.2%)0.2%0.7%MATCH EXISTING CURB
LIMITS OF ASPHALT REMOVAL (TYP)
LIMITS OF ASPHALT REMOVAL (TYP)
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING CURB & GUTTER
RECONSTRUCTED 2'
CONCRETE PAN
MATCH EXISTING CURB
MATCH EXISTING CURB
MATCH EXISTING CURB
MATCH EXISTING SIDEWALK
PROPOSED RAMP
52
.
8
353.1352.8152.1152.0752.3853.9153.4152.1452.3053.9152.3552.4352.4352.89
52.3052.93 TBC
53.2752.5852.50
5
3
.
5
6
53.77
T
B
C
53.1453.91MATCH EXISTING SIDEWALK52.8451.9651.86
52
.
4
1
52
.
5
1
52.94
53.38
53.90 TBC52.9953.2053.3253.78
53.8953.74
TBC
53.49 TBC
53.52
52.8752.4252.41 52.2652.87
MATCH EXISTING CURB
52.8052.6652.4852.93
PROPOSED CURB (HEIGHT VARIES; MATCH EXISTING GROUND)54.1854.1954.17
54.09
54.1954.0253.9353.8553.9453.3053.2152.80 52.7152.56
52.72
8.3%2.0%0.4%2.0%1.0%2.0%1.0%2.1%1.7%1.7%2.0%1.9%1.6
%1.3%8.9%2.0%1.
9
%
1.
9
%
3.1%
4.
0
%
4.8%
8.4%
7
.6%
(7.2
%
)(0.4%)
(1.9%)
(8
.
5%
)
2.0%1.2%2.0%8.3%2.0%0.1%1.9%
4.8%
3.1
%
1.4%
0
.
1%
2.5%
2.8%
4.4%
5.7%4.8%
1.8%
0.5%
1" = ##'
1" = N/A
2/8/20233:42:22 PMC:\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
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 2/8/2023NORTH0 ##'##'
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.
1
3
EXISTING 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
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
EXISTING TREE
CRITICAL ROOT ZONE (TYP)
1" = 30'
1" = N/A
2/8/20233:42:29 PMC:\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:
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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 2/8/2023NORTH0 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 13,511 +731
CONCRETE (SF)3,264 13,472 +10,208
GRAVEL (SF)200 27,340 +27,140
LANDSCAPE (SF)182,885 140,755 -42,130
COMPOSITE C2 0.34 0.43 +0.09
COMPOSITE C100 0.43 0.53 +0.10
% IMPERVIOUS 15%26%+11%
1" = N/A
1" = N/A
2/8/20233:42:32 PMC:\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:
SCALEPRELI
MINA
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PLANSNOT F
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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 2/8/20236"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
2/8/20233:42:36 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
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C
ONSTR
UCTI
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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 2/8/2023NOTE: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
2/8/20233:42:40 PMC:\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:
SCALEPRELI
MINA
RY
PLANSNOT F
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C
ONSTR
UCTI
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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 2/8/2023