HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - FDP220011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)COLLEGE AVE. (HWY 287)E. SKYWAY DR.FOSSIL CREEK PKWY.PROJECTSITEVE
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.E. SATURN DR.MILKY WAYMAIL CREEK LANEAPPLE BLOSSOM LANEBUENO DR.SMOKEY ST.W. SATURN DR.SE FRONTAGE ROADCOLLEGE AVE. (HWY 287)
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BNSF RAILROADSKYWAY DR.TRILBY RD.HARMONY RD.1" = 500'1" = N/A9/14/2022 10:24:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER ####C0.0091COVER SHEET
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U210041 FOSSIL CREEK SUBDIVISIONSITUATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOOWNER/DEVELOPERWWW PROPERTIES LLC1005 KEN PRATT BOULEVARDLONGMONT, CO 80501-6330PHONE: (970) 394-3442CIVIL ENGINEERUNITED CIVIL DESIGN GROUP, LLC19 OLD TOWN SQUARE, STE 238FORT COLLINS, CO 80524PHONE: (970) 530-4044CONTACT: SAM ELIASONPLANNER/LANDSCAPE ARCHITECTTB GROUP444 MOUNTAIN AVENUEBERTHOUD, CO 80513PHONE: (970) 532-5891CONTACT: CATHY MATHISARCHITECTINFUSION ARCHITECTS, LLC206 EAST 4TH STREETLOVELAND, CO 80537PHONE: (970) 775-2925CONTACT: RANDELL JOHNSONSURVEYORKING SURVEYORS650 EAST GARDEN DRIVEWINDSOR, CO 80550PHONE: (970) 686-5011CONTACT: PAUL GROVESUTILITYPROVIDERCONTACTPHONEWATERCITY OF FORT COLLINS UTILITIESWES LAMARQUE(970) 416-2418WASTEWATER SOUTH FORT COLLINS SANITATION DISTRICT SAM LOWE(970) 226-3104STORMWATER CITY OF FORT COLLINS UTILITIESMATT SIMPSON(970) 416-2754POWERCITY OF FORT COLLINS LIGHT & POWERAUSTIN KREAGER(970) 224-6152NATURAL GAS XCEL ENERGYSTEPHANIE RICH(970) 225-7828TELECOMCENTURYLINKROBERT RULI(970) 490-7503CABLE COMCASTDON KAPPERMAN(970) 567-0245Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of theinformation shown.UTILITY PROVIDERSCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROJECT COORDINATESPROJECT DATUM: NAVD 88.BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "Y 401"3 14" BRASS CAP DRILLED INTO ROCK OUTCROP. LOCATED 68.9' EAST ON THE CENTERLINE OF HIGHWAY 287AT MILEPOST 341.35ELEVATION=4971.96PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTSMAY HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICALDATUMS.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 - 3.21'HORIZONTAL DATUM:COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTIONNOTE:1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OFTHE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TOUSING THEM FOR ANY PURPOSES.2. THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES,SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.SHEET INDEXPROJECT TEAMVICINITY MAP1"=1000'CIVIL CONSTRUCTION PLANS FORCity of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATEI HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANSWERE PREPARED UNDER MY DIRECT SUPERVISION, INACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINSAND STATE OF COLORADO STANDARDS AND STATUTES,RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FORTHE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORDCONDITIONS THAT I HAVE NOTED ON THESE PLANS.SAMUEL ELIASON, PE #38212 DATECERTIFICATION STATEMENTTHESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITYFOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THELOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS.FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINALQUANTITIES REQUIRED. THE REVIEW SHALL NOT BECONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIALRESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONALQUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIREDDURING THE CONSTRUCTION PHASE.DISCLAIMER STATEMENTAll changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTCONTRACTORTCC CORPORATION609 GYRFALCON, UNIT DWINDSOR, CO 80550CONTACT: ERNIE CROWNOVERPHONE: (970)-460-0583Review does not constitute "approval" of plans. Plan engineeris responsible for accuracy and completeness of plans.General ManagerDateNORTH LOUDON DITCH COMPANYPAGE #SHEET #SHEET NAME1C0.00COVER SHEET2 - 3 C0.01 - C0.02 GENERAL NOTES4 C0.03CDOT STANDARDS PLANS LIST5C0.04CDOT GENERAL NOTES6C0.05TYPICAL ROADWAY SECTIONS7C1.00OVERALL EXISTING CONDITIONS PLAN8 - 10 C1.01 - C1.03 REMOVALS & RELOCATIONS PLANS11 C1.10OVERALL PHASING PLANS12 C2.00OVERALL HORIZONTAL CONTROL PLAN13 - 17 C2.01 - C2.05 DETAILED HORIZONTAL CONTROL PLANS18 C2.06LINE & CURVE TABLES19 C3.00OVERALL UTILITY PLAN20 - 21 C3.01 - C3.02 DETAILED UTILITY PLANS22 C3.10SANITARY SEWER PLAN & PROFILE - LINE A23 - 25 C3.20 - C3.22 WATER PLAN & PROFILES26 - 33 C3.30 - C3.37 STORM SEWER PLAN & PROFILES34 C3.40IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE35 C3.50UNDERGROUND DETENTION PLAN36 C4.00OVERALL GRADING PLAN37 - 41 C4.10 - C4.14 DETAILED GRADING PLANS42 - 44 C4.20 - C4.22 WALL PLAN & PROFILES45 C4.30PHASE 1 EROSION CONTROL PLAN - MOBILIZATION & DEMOLITION46 C4.31PHASE 1 EROSION CONTROL PLAN - GRADING & UTILITY INSTALLATION47 C4.32PHASE 1 EROSION CONTROL PLAN - PAVING & VERTICAL CONSTRUCTION48 C4.33PHASE 1 EROSION CONTROL PLAN - LANDSCAPING & FINAL STABILIZATION49 C4.40PHASE 2 EROSION CONTROL PLAN - MOBILIZATION & DEMOLITION50 C4.41PHASE 2 EROSION CONTROL PLAN - GRADING & UTILITY INSTALLATION51 C4.42PHASE 2 EROSION CONTROL PLAN - PAVING & VERTICAL CONSTRUCTION52 C4.43PHASE 2 EROSION CONTROL PLAN - LANDSCAPING & FINAL STABILIZATION53 - 54 C5.00 - C5.01 ROADWAY PLAN & PROFILES - VENUS AVENUE55 - 57 C5.02 - C5.04 ROADWAY PLAN & PROFILES - COLLEGE AVENUE FLOWLINE58 - 59 C5.10 - C5.11 COLLEGE AVENUE CROSS SECTIONS60 - 62 C5.20 - C5.22 SIGNING & STRIPING PLANS63 - 64 C5.30 - C5.31 INTERSECTION DETAILS65 C6.00OVERALL DRAINAGE PLAN66 - 67 C6.01 - C6.02 DETAILED DRAINAGE PLANS68 - 71 C7.00 - C7.03 SITE CONSTRUCTION DETAILS72 - 73 C7.10 - C7.11 WATER & SANITARY SEWER CONSTRUCTION DETAILS74 - 85 C7.20 - C7.31 STORM SEWER CONSTRUCTION DETAILS86 - 87 C7.40 - C7.41 EROSION CONTROL CONSTRUCTION DETAILS88 - 91TRAFFIC SIGNAL PLANSCDOT REGION 4 ENGINEERINGPLAN ACCEPTANCEFORT COLLINS NISSAN-KIASEPTEMBER 2022
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = N/A
1" = N/A
9/14/202210:10:17 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.01 - GENERAL NOTES.DWGC0.01 - GENERAL NOTES####C0.01
91GENERAL NOTES2
LARIMER 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 "FORT COLLINS NISSAN-KIA" PREPARED BY UNITED CIVIL DESIGN GROUP LLC, AND DATED
SEPTEMBER 14, 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 "Y 401"
3 14" BRASS CAP DRILLED INTO ROCK OUTCROP. LOCATED 68.9' EAST ON THE CENTERLINE OF HIGHWAY 287 AT MILEPOST 341.35
ELEVATION=4971.96
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 -3.21'.
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.
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.
GENERAL NOTES (CONTINUED)
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:
1) VENUS AVENUE TANGENT LENGTH LESS THAN MINIMUM STANDARDS AT STATION 10+75.75
2) VENUS AVENUE RIGHT OF WAY WIDTH SET AT OLD STANDARD OF 72' (LESS THAN RECENTLY ADOPTED STANDARD OF 77')
3) VENUS AVENUE VERTICAL CURVE LENGTH BELOW MINIMUM STANDARDS AT STATION 23+61.40 TO 24+11.30
4) COLLEGE AVENUE CROSS SLOPE GREATER THAN MAXIMUM CROSS SLOPE OF 4% AT STATION 25+00
5) VENUS AVENUE ARC LENGTH LESS THAN MINIMUM STANDARDS FROM STATION 22+27.30 TO 23+15.50
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 "FORT COLLINS NISSAN-KIA" PREPARED BY UNITED CIVIL DESIGN GROUP, LLC, AND DATED
SEPTEMBER 14, 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.
FORT COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION DISTRICT NOTES
1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT AND THE SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS AND SPECIFICATIONS.
2. CONSTRUCTION OF WATER AND SEWER FACILITIES REQUIRE A PRECON MEETING WITH DISTRICT OPERATIONS STAFF PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK.
4. CONTRACTOR SHALL CONTACT THE SANITATION DISTRICT FOR SEWER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING SEWER STUBS.
5. IF GROUNDWATER IS ENCOUNTERED WITHIN DEPTH OF SEWER CONSTRUCTION, MANHOLES MUST BE WATER-PROOFED.
6. CONTRACTOR SHALL CONTACT THE WATER DISTRICT FOR WATER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING INFRASTRUCTURE.
7. ALL COMMERCIAL DOMESTIC SERVICES REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE.
8. ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE.
9. ALL DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT OPERATIONS STAFF.
10. PIPE PRESSURE AND VACUUM TESTING SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT INSPECTORS.
11. ONCE THE SYSTEM IS OPERATIONAL AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE DISTRICT.
12. AS-BUILTS SHALL BE SUBMITTED IN PDF AND DWG TO THE DISTRICT FOR FINAL APPROVAL.
13. ONCE ALL PUNCH LIST ITEMS ARE COMPLETE, EASEMENTS ARE RECORDED, AND AS-BUILT FILES ARE APPROVED, THE CONTRACTOR SHALL REQUEST FINAL COMPLETION WITH A LETTER
TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER AND SEWER IMPROVEMENTS LISTED SEPARATELY.
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).
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = N/A
1" = N/A
9/14/202210:10:19 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.01 - GENERAL NOTES.DWGC0.01 - GENERAL NOTES####C0.02
91GENERAL NOTES3
STANDARD 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.
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = N/A
1" = N/A
9/14/202210:10:27 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.03 - CDOT STANDARD PLANS & GENERAL NOTES.DWGC0.03 - CDOT STANDARD PLANS & GENERAL NOTES####C0.03
91CDOT STANDARD PLANS LIST4
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = N/A
1" = N/A
9/14/202210:10:29 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.03 - CDOT STANDARD PLANS & GENERAL NOTES.DWGC0.03 - CDOT STANDARD PLANS & GENERAL NOTES####C0.04
91CDOT GENERAL NOTES5
CDOT GENERAL NOTES
1. ALL MATERIALS, EQUIPMENT, INSTALLATION AND CONSTRUCTION WITHIN THE STATE HIGHWAY ROW SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
FOLLOWING STANDARD REFERENCES AS APPLICABLE:
a. CDOT MATERIALS MANUAL
b. CDOT CONSTRUCTION MANUAL
c. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION
d. CDOT STANDARD SPECIAL PROVISIONS, AS APPLICABLE TO PROJECT
e. CDOT STANDARD PLANS (M&S STANDARDS)
f. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AND THE COLORADO SUPPLEMENT THERETO
g. AASHTO ROADSIDE DESIGN GUIDE
PLEASE NOTE THAT SOME OF THE REFERENCE MATERIALS LISTED ABOVE MAY BE PURCHASED FROM:
COLORADO DEPARTMENT OF TRANSPORTATION
BID PLANS ROOM
2829 W. Howard Place
DENVER, CO 80204
(303) 757-9313
2. ACCESS CONSTRUCTION WITHIN HIGHWAY ROW AND ALL HIGHWAY IMPROVEMENTS SHALL COMPLY WITH THE ACCESS PERMIT AND NOTICE TO PROCEED (NTP). A
COPY OF THE PERMIT AND NTP SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES.
3. A LIST OF UTILITY CONTACTS (COMPANY, CONTACT PERSON & PHONE NUMBER) SHALL BE PROVIDED ON THE PLAN SET.
4. THE CONTRACTOR SHALL PROVIDE ON-SITE SANITARY FACILITIES UNLESS FACILITIES ARE ALREADY PROVIDED THAT ARE REASONABLY CLOSE TO THE CONSTRUCTION
SITE.
5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST.
6. THERE IS A POTENTIAL FOR ENCOUNTERING PETROLEUM CONTAMINATED MATERIALS ON THE PROJECT. IF ENCOUNTERED, THE CONTRACTOR SHALL FOLLOW
SECTION 250 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
7. THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIVITIES WITHIN THE BOUNDARY OF THE PUBLIC RIGHT OF WAY.
8. PERMITTEE SHALL DESIGNATE A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) TO MANAGE CONSTRUCTION SIGNAGE AND SAFETY OF OPERATIONS DURING
ACTIVITIES WITHIN CDOT RIGHT OF WAY. THE TCS SHALL BE AVAILABLE WHENEVER WORK IS IN PROGRESS.
9. NO PERSONAL VEHICLES ARE ALLOWED TO PARK IN CDOT RIGHT OF WAY.
10. THE ENGINEER OF RECORD IS RESPONSIBLE FOR ALL EROSION CONTROL ELEMENTS.
11. THE PERMITTEE SHALL COMPLETE ALL WORK IN THE CDOT RIGHT OF WAY WITHIN 45 CALENDAR DAYS AND WITHIN A SINGLE CONSTRUCTION SEASON.
12. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO DETERMINE WHICH ENVIRONMENTAL CLEARANCES AND/OR REGULATIONS APPLY TO THE PROJECT, AND TO OBTAIN
ANY CLEARANCES THAT ARE REQUIRED DIRECTLY FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. PLEASE REFER TO OR REQUEST A COPY OF THE
CDOT ENVIRONMENTAL CLEARANCE INFORMATION SUMMARY” (ECIS) FOR DETAILS. THE ECIS MAY BE OBTAINED FROM CDOT PERMITTING OFFICES OR MAY BE
ACCESSED VIA THE CDOT PLANNING/CONSTRUCTION-ENVIRONMENTAL GUIDANCE WEBPAGE AT:
HTTP://WWW.DOT.STATE.CO.US/ACCESSPERMITS/PDF/ENVIRONMENTALCLEARANCESINFORMATIONSUMMARY.PDF
FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER
AGENCIES.
ALL DISCHARGES ARE SUBJECT TO THE PROVISIONS OF THE COLORADO WATER QUALITY ACT AND THE COLORADO DISCHARGE PERMIT REGULATIONS. PROHIBITED
DISCHARGES INCLUDE SUBSTANCES SUCH AS: WASH WATER, PAINT, AUTOMOTIVE FLUIDS, SOLVENTS, OILS, OR SOAPS.
UNLESS OTHERWISE IDENTIFIED BY CDOT OR THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENTAL (CDPHE) WATER QUALITY CONTROL DIVISION
(WQCD) AS SIGNIFICANT SOURCES OF POLLUTANTS TO THE WATERS OF THE STATE, THE FOLLOWING DISCHARGES TO STORMWATER SYSTEMS ARE ALLOWED WITHOUT
A COLORADO DISCHARGE PERMIT SYSTEM PERMIT: LANDSCAPE IRRIGATION, DIVERTED STREAM FLOWS, UNCONTAMINATED GROUNDWATER INFILTRATION TO SEPARATE
STORM SEWERS, DISCHARGES FROM POTABLE WATER SOURCES, FOUNDATION DRAINS, AIR CONDITION CONDENSATION, IRRIGATION WATER, SPRINGS, FOOTING
DRAINS, WATER LINE FLUSHING, FLOWS FROM RIPARIAN HABITATS AND WETLANDS, AND FLOW FROM FIRE FIGHTING ACTIVITIES.
ANY OTHER DISCHARGES, INCLUDING STORMWATER DISCHARGES FROM INDUSTRIAL FACILITY OR CONSTRUCTION SITES, MAY REQUIRE COLORADO DISCHARGE PERMIT
SYSTEM PERMITS FROM CDPHE BEFORE WORK BEGINS. FOR ADDITIONAL INFORMATION AND FORMS, GO TO THE CDPHE WEBSITE AT:
HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/INDEX.HTML
CDOT TRAFFIC CONTROL PLAN NOTES
1. PRIOR TO BEGINNING WORK IN THE CDOT ROW, THE PERMITTEE SHALL CREATE A SITE SPECIFIC, DETAILED CONSTRUCTION TRAFFIC CONTROL PLAN WHICH COVERS
ALL PHASES AND DAY/NIGHT SIGNAGE CONDITIONS OF WORK, INCLUDING FINAL SIGNING AND STRIPING.
2. PERMITTEE SHALL DESIGNATE A TRAFFIC CONTROL SUPERVISOR (TCS) AS DESCRIBED IN THE GENERAL NOTES. THE TCS MUST BE AVAILABLE 24 HOURS THROUGHOUT
CONSTRUCTION.
3. PERMITTEE SHALL ONLY USE THE TRAFFIC CONTROL PLANS STAMPED WITH "NOTICE TO PROCEED PLANS - EXHIBIT A"; CDOT SHALL CONCUR WITH ALL OTHER TRAFFIC
CONTROL PLANS PRIOR TO THEM BEING USED ON THE HIGHWAY.
4. PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES AT THE END OF THE DAY'S CONSTRUCTION ACTIVITIES, ON WEEKENDS AND HOLIDAYS, UNLESS
OTHERWISE DIRECTED BY CDOT.
147.5' R.O.W. (MIN.) IN THIS LOCATION
TYPICAL COMMERCIAL LOCAL STREET
72' ROW
50' -
10'
DRIVE LANE
10'
DRIVE LANE
5'
BIKE
LANE
3'
BUFFER ℄
ROWROW
2% MIN.2% MIN.2% MIN.2% MIN.
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
*VENUS AVENUE EXTENSION
9'
UTILITY
ESMT.
4:1 M
A
X
4:1 MAX
9'
UTILITY
ESMT.
2% MAX.2% MAX.
2.5' VERTICAL CURB
AND GUTTER
PROPOSED SIDEWALK
(NOT CONSTRUCTED NEXT TO
SILVERTHORNE, LLC PROPERTY)
2.5' VERTICAL CURB
AND GUTTER
PROPOSED SIDEWALK
7'
PARKING6'
PKWY
5'
WALK
11'
4:1 MA
X
4:1 M
A
X
5'
BIKE
LANE
3'
BUFFER 7'
PARKING 6'
PKWY
5'
WALK
11'
INTERIM COLLEGE AVENUE (US 287) WIDENING TYPICAL SECTION
ULTIMATE COLLEGE AVENUE (US 287) TYPICAL SECTION
98' ROADWAY (-)
ROW ROW
2% MIN.2% MIN.
4:1 MAX
4:1 M
A
X
15'
UTILITY
EASEMENT
CURB AND GUTTER TYPE 2 (SECTION IIM)
(6 IN. MOUNTABLE - 2 FT. GUTTER)
PROPOSED
CONCRETE
MULTI-USE PATH
12'
TRAVEL
12'
TRAVEL
12'
TRAVEL
18' MEDIAN
4:1 M
A
X
4:1 MAX
12'
TRAVEL
12'
TRAVEL
12'
TRAVEL
11'
PARKWAY
12'
MULTI-USE
PATH
15'
UTILITY
EASEMENT
2'2'
2% MAX.℄72' R.O.W. (MIN.) - REQUIRED
74.5' FROM CL TO BACK OF WALK IN THIS LOCATION
TYPICAL COMMERCIAL LOCAL STREET AT INTERSECTIONS
72' ROW
50' -
12'
LEFT TURN LANE
℄
ROWROW
2% MIN.2% MIN.2% MIN.2% MIN.
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
*VENUS AVENUE EXTENSION
9'
UTILITY
ESMT.
4:1 M
A
X
4:1 MAX
9'
UTILITY
ESMT.
2% MAX.2% MAX.
2.5' VERTICAL CURB
AND GUTTER
PROPOSED SIDEWALK
(NOT CONSTRUCTED NEXT TO
SILVERTHORNE, LLC PROPERTY)
2.5' VERTICAL CURB
AND GUTTER
PROPOSED SIDEWALK
7'
BIKE LANE
6'
PKWY
5'
WALK
11'
4:1 MAX
4:1 M
A
X
7'
BIKE LANE
6'
PKWY
5'
WALK
11'
12'
DRIVE LANE
12'
DRIVE LANE
144' R.O.W. (MIN.) - REQUIRED
CURB AND GUTTER TYPE 2 (SECTION IIM)
(6 IN. MOUNTABLE - 2 FT. OUTFALL GUTTER)
2'
CURB AND GUTTER TYPE 2 (SECTION IIM)
(6 IN. MOUNTABLE - 2 FT. GUTTER)
PROPOSED
CONCRETE
MULTI-USE PATH
11'
PARKWAY
12'
MULTI-USE
PATH
2% MAX.
NORTH OF VENUS AVENUE W/RIGHT TURN LANE
2'
E
X
I
S
T
I
NG
S
LO
P
E
S
4
:
1
t
o
1
.
5
:
1
INTERIM COLLEGE AVENUE (US 287) WIDENING TYPICAL SECTION
ROW
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
4'
12'
TURN
LANE
12' EX
TRAVEL LANE
2% MIN.
12' EX
TRAVEL LANE
46' FL TO CL
EXISTING PAVEMENT SECTION
1' MILL
SOUTH OF VENUS AVENUE - RIGHT TURN LANE
CURB AND GUTTER TYPE 2 (SECTION IIM)
(6 IN. MOUNTABLE - 2 FT. GUTTER)
2'
4:1 MA
X
PROPOSED
CONCRETE
MULTI-USE PATH
16.5'
PARKWAY
12'
MULTI-USE
PATH
2% MAX.
4:1 MAX
4:1 M
A
X
2% TY
P.
2%
10.5'1'
INTERIM COLLEGE AVENUE (US 287) WIDENING TYPICAL SECTION
74.75' TO 75' CL TO ROW
ROW
7'10
SHLDR
12' EX
TRAVEL LANE
12' EX
TRAVEL LANE
EXISTING PAVEMENT SECTION
SOUTH OF VENUS AVENUE - NO RIGHT TURN LANE
2'
4:1 MA
X
PROPOSED
CONCRETE
MULTI-USE PATH
12'
MULTI-USE
PATH
2% MAX.
74.5 CL TO BACK OF WALK
4:1 MAX
4:1 M
A
X
2% TYP.
2%
10.5'1'
EXISTING VERTICAL CURB
TO REMAIN IN PLACE
11'
PARKWAY
13.5'
PARKWAY
(ON THIS
PROJECT
DUE TO
ADDL ROW)
44' FL TO CL
ROW
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
VARIES
11'
TURN
LANE
12'
TRAVEL LANE
2% MIN.℄12'
TRAVEL LANE
46' FL TO CL
EXISTING PAVEMENT SECTION
CURB AND GUTTER TYPE 2 (SECTION IIM)
(6 IN. MOUNTABLE - 2 FT. GUTTER)
2'
FUTURE
CONCRETE
MULTI-USE PATH
BY OTHERS
12'
MULTI-USE
PATH
2% MAX.2%
4:
1
M
A
X
74.75' TO 75' CL TO ROW
74.5 CL TO BACK OF WALK
74.75' TO 75' CL TO ROW
STATION 16+36.44 TO 19+94.15
STATION 22+26.10 TO 25+38.49
STATION 9+34.81 TO 12+77.81
12' LEFT
TURN LANE
12' EX
TRAVEL LANE
5'
BIKE
LANE
1' MILL &
OVERLAY
℄16' LEFT
TURN LANE
12' EX
TRAVEL LANE
℄16' PAINTED
MEDIAN
12' EX
TRAVEL LANE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 10'
1" = N/A
9/14/202210:10:34 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.05 - TYPICAL SECTIONS.DWGC0.05 - TYPICAL SECTIONS####C0.05
91TYPICAL ROADWAY SECTIONS6
NOTES:
1. THE ABOVE PAVEMENT SECTION WAS TAKEN FROM THE TERRACON GEOTECHNICAL ENGINEERING
REPORT ENTITLED "FORT COLLINS NISSAN AND KIA DEALERSHIPS S. COLLEGE AVENUE TURN LANE, FORT
COLLINS, CO", DATED APRIL 18, 2022, TERRACON JPROJECT NO. 20215013B. REFER TO THIS REPORT FOR
PERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS.
HOT MIX ASPHALT
(S PG 64-22)
AGGREGATE BASE
COURSE (CLASS 6)
COMPACTED AND
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
HOT MIX ASPHALT PAVEMENT SECTION
COLLEGE AVENUE PAVEMENT DETAILS
3"
10"
HOT MIX ASPHALT
(SX PG 64-28)2"
12"
NOTES:
1. THE ABOVE PAVEMENT SECTION IS THE MINIMUM SECTION REQUIRED PER LARIMER COUNTY URBAN
AREA STREET STANDARDS (LCUASS) FOR A LOCAL COMMERCIAL ROADWAY AND IS SHOWN FOR BIDDING
PURPOSES ONLY. A FINAL PAVEMENT DESIGN REPORT SHALL BE COMPLETED PER LCUASS SECTION 10.2
AFTER THE INSTALLATION OF UTILITIES AND SUBGRADE PREPARATION IS COMPLETE.
HOT MIX ASPHALT PAVEMENT SECTION
VENUS AVENUE PAVEMENT DETAILS
5.5"
11"
HOT MIX ASPHALT
AGGREGATE BASE
COURSE (CLASS 5 OR 6)
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
CDOT TYPICAL SECTION NOTES
1. CDOT MUST APPROVE THE ASPHALT MIX DESIGN PRIOR TO CONSTRUCTION.
THE PERMITTEE'S ENGINEER OF RECORD SHALL COORDINATE WITH THE
CDOT PERMIT UNIT CONTACT PERSON TO OBTAIN APPROVAL.
2. AT THE LOCATIONS WHERE NEW ASPHALT IS TO ABUT EXISTING ASPHALT,
SAW CUT THE EXISTING PAVEMENT 1 FOOT BACK FROM THE EXISTING EDGE
AND REMOVE PAVEMENT. FROM THE SAW CUT LINE, MILL EXISTING
PAVEMENT BACK 1 FOOT TO A DEPTH OF 2 INCHES. TACK EXPOSED
VERTICAL ASPHALT EDGE PRIOR TO PAVING. THE SAW CUTTING WILL NOT
BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE REMOVAL OF
THE ASPHALT ITEM.
SMOKEY ST.COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)CRESTRIDGE DRIVE
BUENO DRIVE
MILKY WAY
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRA
I
L
FOSSIL CREEKTRAILBNSF RAILROADEXISTING
BUILDING
TO REMAIN
#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSSIL
C
R
E
E
K
REDTAIL PONDS
NATURAL AREA
ZONED POL
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EXISTING WETLANDS
EXISTING WETLANDS
100' NATURAL
HABITAT
BUFFER
ZONE
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EXISTING SANITARY SEWER
EROSION BUFFER LIMITS
EXISTING VEHICLE
STORAGE AREA
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
LOT 1
RISING SON MANOR
SUBDIVISION
WWW PROPERTIES LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
EXISTING FENCE POSTS (TYP)
EXISTING 24" IRRIGATION
FOR LOUDEN DITCH
EXISTING 24" LOUDON
DITCH END SECTION
(QL A)
SILVERTHORNE LLC
PH #1
PH #5B
PH #4A, 4B AND 5A
PH #6
PH #3
PH #2
EROSION BUFFER LIMITS SE FRONTAGE ROADEXISTING
NISSAN BUILDING
(TO BE REMOVED)
EXISTING 24" LOUDON
DITCH PIPE THROUGH SITE
(SEE NOTE 2)1. PER STATE OF COLORADO SENATE BILL 18-167, THIS PROJECT IS SUBJECT TO ASCE 38-02 GUIDELINES FOR LOCATING
EXISTING SUBSURFACE UTILITY INFORMATION. WITHIN THE AREA OF DISTURBANCE FOR THE SCHOOL DISTRICT
PROJECT, THESE PLANS SHOW EXISTING UTILITY SUBSURFACE UTILITIES MEETING ASCE 38-02 QUALITY LEVEL B (QL B)
UNLESS OTHERWISE NOTED. ASCE QUALITY LEVELS ARE DEFINED AS THE FOLLOWING:
QL A - PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE AND
SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.
QL B - INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO
DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
QL C - INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY
USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D.
QL D - INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.
2. QUALITY LEVEL A DATA POINTS ARE PROVIDED PER POTHOLE INFORMATION.
QL A DATA IS AS FOLLOWS:
SUBSURFACE UTILITY ENGINEERING
*ELEVATIONS ARE TO TOP OF UTILITY.
POTHOLE INFORMATION TABLE
POINT #
PH #1
PH #2
PH #3
PH #4A
PH #4B
PH #5A
PH #5B
PH #6
NORTHING
1428262.93
1428248.77
1427996.71
1427751.25
1427751.25
1427751.25
1427748.04
1428015.50
EASTING
3118291.63
3118270.46
3118246.60
3118212.80
3118212.80
3118212.80
3118151.10
3117992.77
ELEVATION
5013.87
5019.27
5018.50
5022.76
5023.31
5019.91
5021.09
5017.46
DESCRIPTION
24 INCH CMP IRRIGATION
3 INCH STEEL GAS (XCEL)
2" POLY FIBER (CENTURYLINK)
(2) X 4" POLY ELECTRIC (FTC) RUNNING EAST-WEST
1" PVC ELECTRIC RUNNING NORTH-SOUTH
SUSPECTED GAS W/ CONCRETE CAP ABOVE (SEE PH#5B)
2" STEEL GAS (XCEL)
2" POLY FIBER (CENTURYLINK)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 80'
1" = N/A
9/14/202210:10:44 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.00 - OVERALL EXISTING CONDITIONS PLAN.DWGC1.00 - OVERALL EXISTING CONDITIONS PLAN####C1.00
91OVERALL EXISTING CONDITIONS PLAN7
NORTH0 80'160'
SCALE: 1" = 80'
40'
LOT LINE
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT
CENTERLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SETBACK
LEGEND
EXISTING CURB AND GUTTER
EXISTING BUILDING
EXISTING TREES
EXISTING FENCE
EXISTING EDGE OF ASPHALT
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 LOCATION OF THE EXISTING 24" IRRIGATION PIPE NORTH OF
THE SOUTHERN PROPERTY LINE IS APPROXIMATE (QL D). THE PIPE
SHALL BE LOCATED AND REMOVED WITH THE RELOCATION OF THE
IRRIGATION SYSTEM AS SHOWN ON THE UTILITY PLANS.
3. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
4. REFER TO SHEETS C1.01-C1.02 FORE DETAILED REMOVAL AND
RELOCATION PLANS.
5. REFER TO SHEET C1.10 FOR THE OVERALL PHASING PLAN.
6. CONTRACTOR SHALL DOCUMENT THE SIZE OF THE EXISTING
ELECTRICAL SERVICE TO THE PROPERTY WITH THE CITY OF FORT
COLLINS LIGHT AND POWER DEPARTMENT PRIOR TO DEMOLITION
OF THE EXISTING BUILDING TO DETERMINE CAPACITY FEE CREDITS.
EXISTING FENCE TO BE REMOVED
EXISTING PROPERTY
BOUNDARY
EXISTING HEADWALL
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
EXISTING TREE TO
BE REMOVED (TYP.)
(SEE NOTE 6)
FOSSI
L
C
R
E
E
K
T
R
AI
L
SE FRONTAGE ROADEXISTING SIGN TO BE REMOVED
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
& SECTION LINE
EXISTING 12" CULVERT
AND RIPRAP TO REMAIN
EXISTING XCEL GAS TO BE
RELOCATED WITH GRADING
(SEE NOTE 7)
SEE SHEET C1.03
FOR COLLEGE AVE. (HWY 287)
REMOVALS & RELOCATIONS
COLLEGE AVE (HWY 287)SEE SHEET C1.03
FOR COLLEGE AVE. (HWY 287)
REMOVALS & RELOCATIONS11+0012+0013+0014+0015+0016+0017+0018+0019+00PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:10:59 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - REMOVALS & RELOCATIONS PLANS.DWGC1.0X - REMOVALS & RELOCATIONS PLANS####C1.01
91REMOVALS & RELOCATIONS PLAN - NORTH8
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
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 BUILDING
REMOVE EXISTING CONCRETE
REMOVE EXISTING TREE
SETBACK
REMOVE EXISTING UTILITY STRUCTURE
REMOVE EXISTING GRAVEL
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. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN
WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A
BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST
LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE
OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE
REMOVED.
7. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
8. THE LOCATION OF THE EXISTING 24" IRRIGATION PIPE NORTH OF
THE SOUTHERN PROPERTY LINE IS UNKNOWN. THE PIPE SHALL BE
LOCATED AND REMOVED WITH THE RELOCATION OF THE
IRRIGATION SYSTEM AS SHOWN ON THE UTILITY PLANS.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
10. REFER TO SHEET C0.01 FOR CITY OF FORT COLLINS TREE
PROTECTION NOTES. REFER TO LANDSCAPE PLANS FOR THE TREE
MITIGATION TABLE AND TREE PROTECTION DETAILS.
ASPHALT MILL & OVERLAY
RELOCATE EXISTING UTILITY LINE
NORTH0 40'80'
SCALE: 1" = 40'
20'
EXISTING HEADWALL
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
SEE SHEET C1.03
FOR COLLEGE AVE. (HWY 287)
REMOVALS & RELOCATIONS
EXISTING 6" WATER
TO REMAIN
EXISTING FENCE TO BE REMOVED
EXISTING WOOD POSTS
TO BE REMOVED
60' R.O.W.
(TO BE VACATED)
EXISTING GRAVEL PARKING AREA
TO BE REMOVED
60' R.O.W.
EXISTING 8" SANITARY
EXISTING WETLANDS
TO BE REMOVED AND RESTORED
EXISTING 24" IRRIGATION PIPE
(SEE NOTE 8)MILKY WAY
MARS DRIVEEXISTING
CRESTRIDGE
CONDOS
BUILDING
TO REMAIN
#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING#230
EXISTING
CRESTRIDGE DRIVE
EXISTING TREE TO
BE REMOVED (TYP.)
(SEE NOTE 6)
EXISTING DIRT ROAD TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
PROTECT EXISTING TREE
(SEE NOTE 10)
PROTECT EXISTING TREE
(SEE NOTE 10)
PROTECT EXISTING TREE
(SEE NOTE 10)
PROTECT
EXISTING TREE
(SEE NOTE 10)
EXISTING SIGN TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING XCEL GAS TO BE
RELOCATED WITH GRADING
(SEE NOTES 4&7)
EXISTING STORM &
STRUCTURE TO BE
REMOVED
EXISTING PRIVATE
LIGHTING AND ELECTRIC
TO BE REMOVED
EXISTING CONCRETE
WALL TO BE REMOVED
EXISTING FLAG POLE
TO BE RELOCATED
EXISTING XCEL GAS TO BE
RELOCATED WITH GRADING
(SEE NOTE 7)
ABANDONED POWER POLE
TO BE REMOVED
REMOVE EXISTING
CURB, GUTTER & SIDEWALK
REMOVE EXISTING
SIDEWALK BARRICADE
EXISTING CONTAINERS
TO BE REMOVED
EXISTING FIBER TO BE
LOWERED WITH GRADING
(SEE NOTE 7)
EXISTING FIBER OPTIC VAULT
TO BE RELOCATED WITH GRADING
(SEE NOTE 7)
RELOCATE EXISTING FIBEROPTIC
SAWCUT EXISTING PAVEMENTVENUS AVENUESEE SHEET C1.03
FOR COLLEGE AVE. (HWY 287)
REMOVALS & RELOCATIONS
COLLEGE AVE (HWY 287)FRONTAGE ROADPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:11:00 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - REMOVALS & RELOCATIONS PLANS.DWGC1.0X - REMOVALS & RELOCATIONS PLANS####C1.02
91REMOVALS & RELOCATIONS PLAN - SOUTH9
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
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 BUILDING
REMOVE EXISTING CONCRETE
REMOVE EXISTING TREE
SETBACK
REMOVE EXISTING UTILITY STRUCTURE
REMOVE EXISTING GRAVEL
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. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN
WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A
BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST
LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE
OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE
REMOVED.
7. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
8. THE LOCATION OF THE EXISTING 24" IRRIGATION PIPE NORTH OF
THE SOUTHERN PROPERTY LINE IS UNKNOWN. THE PIPE SHALL BE
LOCATED AND REMOVED WITH THE RELOCATION OF THE
IRRIGATION SYSTEM AS SHOWN ON THE UTILITY PLANS.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
10. REFER TO SHEET C0.01 FOR CITY OF FORT COLLINS TREE
PROTECTION NOTES. REFER TO LANDSCAPE PLANS FOR THE TREE
MITIGATION TABLE AND TREE PROTECTION DETAILS.
ASPHALT MILL & OVERLAY
RELOCATE EXISTING UTILITY LINE
NORTH0 40'80'
SCALE: 1" = 40'
20'
BUENO DRIVESE FRONTAGE ROAD
STA: 6+22.64 (8.66', R)
BEGIN SOLID/BROKEN
YELLOW STRIPE REMOVAL
STA: 6+53.71 (8.48', L)
BEGIN SOLID / BROKEN
YELLOW STRIPE REMOVAL
STA: 7+12.87 (32.11', R)
BEGIN 6" WHITE STRIPE REMOVAL
STA: 8+91.34 (0.00', )
REMOVE TURN ARROW
STA: 9+22.65 (0.00', )
REMOVE TURN ARROW
STA: 8+86.12 (41.90', R)
BEGIN SAWCUT
STA: 8+86.12 (43.90', R)
BEGIN CURB & GUTTER REMOVAL
R.O.W.
WIDTH VARIES
STA: 13+66.73 (43.54', L)
BEGIN CURB & GUTTER REMOVAL
STA: 13+76.73 (43.53', L)
END CURB & GUTTER REMOVAL
STA: 13+76.71 (63.57', L)
END CURB & GUTTER REMOVAL
STA: 13+66.71 (63.58', L)
BEGIN CURB & GUTTER REMOVAL
FRONTAGE ROAD
EXISTING XCEL GAS TO BE
RELOCATED WITH GRADING
(SEE NOTE 7)
STA: 6+00.00
N: 1429545.25
E: 3118354.11
BEGIN ALIGNMENT
6+007+008+009+0010+0011+0012+0013+0014+00
STA: 13+78.66 (41.78', R)
END SAWCUT
COLLEGE AVE (HWY 287)
STA: 14+06.44 (42.99', R)
END CURB & GUTTER REMOVAL
LOT 23LOT 24EXISTING LOUDEN DITCH
24" IRRIGATION PIPE (TO REMAIN)
EXISTING ELECTRIC TO BE
LOWERED AND/OR
RELOCATED WITH HWY 287
WIDENING (SEE NOTE 7)
REMOVE EXISTING
CONCRETE PAN
STA: 13+76.73 (43.53', L)
END CURB & GUTTER REMOVAL
STA: 13+76.71 (63.57', L)
END CURB & GUTTER REMOVAL
EXISTING FIBER OPTIC VAULT
TO BE RELOCATED WITH GRADING
(SEE NOTE 7)
EXISTING XCEL GAS TO BE
RELOCATED WITH GRADING
(SEE NOTE 7)
14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00
STA: 20+24.18 (0.00', )
REMOVE TURN ARROW
STA: 20+54.37 (0.00', )
REMOVE TURN ARROW
STA: 20+77.24 (43.16', R)
END CURB & GUTTER REMOVAL
STA: 20+95.39 (32.24', R)
END 6" WHITE STRIPE REMOVAL
STA: 22+09.95 (42.07', R)
END SAWCUT
STA: 21+60.49 (43.12', R)
BEGIN CURB & GUTTER REMOVAL
STA: 22+09.70 (42.77', R)
END CURB & GUTTER REMOVAL
STA: 22+15.85 (0.22', R)
REMOVE TURN ARROW
STA: 22+46.87 (1.42', L)
REMOVE TURN ARROW
STA: 22+11.15 (41.99', L)
END SAWCUT
END CURB & GUTTER REMOVAL
STA: 21+51.24 (41.97', L)
BEGIN SAWCUT
BEGIN CURB & GUTTER REMOVAL
STA: 22+31.33 (64.88', L)
END SAWCUT
END CURB & GUTTER REMOVAL
STA: 13+78.66 (41.78', R)
END SAWCUT
R.O.W.
WIDTH VARIES
STA: 21+31.05 (65.14', L)
BEGIN SAWCUT
BEGIN CURB & GUTTER REMOVAL
SMOKEY STREETFRONTAGE ROAD
COLLEGE AVE (HWY 287)
STA: 14+06.44 (42.99', R)
END CURB & GUTTER REMOVAL
EXISTING 24" IRRIGATION PIPE27+00 24+0025+0026+00
STA: 24+18.76 (41.83', R)
BEGIN SAWCUT
BEGIN CURB & GUTTER REMOVAL
COLLEGE AVE (HWY 287)
STA: 24+57.70 (41.84', R)
END SAWCUT
END CURB & GUTTER REMOVAL
STA: 24+79.70 (41.87', R)
BEGIN SAWCUT
BEGIN CURB & GUTTER REMOVAL
STA: 24+96.40 (41.90', R)
END SAWCUT
END CURB & GUTTER REMOVAL
STA: 25+38.49 (8.43', R)
END SOLID / BROKEN
YELLOW STRIPE REMOVAL
STA: 25+38.49 (8.70', L)
END SOLID / BROKEN
YELLOW STRIPE REMOVAL
E. SATURN DR.W. SATURN DR.PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:11:03 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - REMOVALS & RELOCATIONS PLANS.DWGC1.0X - REMOVALS & RELOCATIONS PLANS####C1.03
91REMOVALS & RELOCATIONS PLANCOLLEGE AVE. - HWY 28710
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
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 BUILDING
REMOVE EXISTING CONCRETE
REMOVE EXISTING TREE
SETBACK
REMOVE EXISTING UTILITY STRUCTURE
REMOVE EXISTING GRAVEL
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. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING
TREES AND OTHER PLANTINGS SHOWN ON THIS DEMOLITION PLAN
WITH THE LANDSCAPE DRAWINGS. TREE REMOVAL SHALL BE BY A
BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS ARBORIST
LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE
OBTAINED FROM THE CITY FORESTER BEFORE TREES ARE
REMOVED.
7. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
8. THE LOCATION OF THE EXISTING 24" IRRIGATION PIPE NORTH OF
THE SOUTHERN PROPERTY LINE IS UNKNOWN. THE PIPE SHALL BE
LOCATED AND REMOVED WITH THE RELOCATION OF THE
IRRIGATION SYSTEM AS SHOWN ON THE UTILITY PLANS.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
10. REFER TO SHEET C0.01 FOR CITY OF FORT COLLINS TREE
PROTECTION NOTES. REFER TO LANDSCAPE PLANS FOR THE TREE
MITIGATION TABLE AND TREE PROTECTION DETAILS.
ASPHALT MILL & OVERLAY
RELOCATE EXISTING UTILITY LINE
NORTH0 40'80'
SCALE: 1" = 40'
20'
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 3072' ROW
60' ROW
50' FL-FL
40.95' FL-FL
50'
FL-FL
72'
R.O.W.
HWY 287
(COLLEGE AVE.)
R.O.W. VARIES (150±)
100' NATURAL
HABITAT
BUFFER ZONE
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT
C
TRACT D
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAYEXISTING WETLANDS
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EROSION BUFFER LIMITS
PROPOSED LOT LINE
PROPERTY BOUNDARY
& SECTION LINE
PHASE 1 - COLLEGE AVENUE
IMPROVEMENTS ADJACENT
TO PROPOSED NISSAN
PHASE 2 - COLLEGE AVENUE
SIDEWALK IMPROVEMENTS
ADJACENT TO PROPOSED KIA
PHASE 1 - COLLEGE AVENUE
INTERSECTION AND SIGNAL
IMPROVEMENTS AT BUENO DRIVE
PHASE 1 - COLLEGE AVENUE
STRIPING IMPROVEMENTS
PHASE 2 - COMPLETE LOUDON
DITCH CONSTRUCTION
APPROXIMATE EXISTING
LOUDON DITCH LOCATION
(TO REMAIN W/ PHASE 1)
LOT 1
RISING SON MANOR
SUBDIVISION
NISSAN DEALERSHIP BUILDING
KIA DEALERSHIP BUILDING
SMOKEY STREETCOLLEGE AVE (HWY 287)VENUS AVENUEBUENO DRIVE
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
MILKY WAY
MARS DRIVEMERCURY DRIVE#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSSIL CREEK TRA
I
L
FOSSIL CREEKTRAILBNSF RAILROADFOSSIL
C
R
E
E
K
TRACT A
TRACT B
PHASE 1 - TEMPORARY
LOUDON DITCH CONNECTION
PHASE 1 - LOUDON DITCH
CONSTRUCTION THROUGH
PROPOSED NISSAN SITE
PHASE 1 - STORM
CONSTRUCTION
PHASE 2 - COMPLETE
STORM CONSTRUCTION
PHASE 1 - TEMPORARY
CONNECTION FROM PRIVATE DRIVE
TO EXISTING NISSAN PARKING LOT
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 80'
1" = N/A
9/14/202210:11:16 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.10 - OVERALL PHASING PLAN.DWGC1.10 - OVERALL PHASING PLAN####C1.10
91OVERALL PHASING PLAN11
NORTH0 80'160'
SCALE: 1" = 80'
40'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
UTILITY EASEMENT
ACCESS EASEMENT
GENERAL NOTES
1. PHASING LIMITS AS SHOWN ON THIS DRAWING ARE APPROXIMATE
IN NATURE AND MAY VARY DEPENDING ON THE CONSTRUCTION
ACTIVITY (DEMOLITION, UTILITY INSTALLATION, GRADING, ETC.).
CONTRACTOR SHALL VARY THE LIMITS OF PHASING AS
APPROPRIATE TO ACCOMPLISH THE INTENT OF PROPOSED
INFRASTRUCTURE INSTALLATION AS SHOWN WITHIN THIS
CONSTRUCTION PLAN SET. THE CONTRACTOR SHALL CONTACT
THE ENGINEER SHOULD A CONFLICT EXIST OR ARISE BETWEEN
PHASING AS SHOWN AND THOSE REQUIRED TO COMPLETE THE
CONSTRUCTION.
2. THE FOLLOWING FURTHER DESCRIBES THE INTENT OF THE
PHASING OF THE PROJECT:
PHASE 1
·MAINTAIN OPERATIONS OF THE EXISTING NISSAN FACILITY
SOUTH OF CRESTRIDGE DRIVE UNTIL SUCH TIME THAT THE
PROPERTY OWNER CONFIRMS DEMOLITION ACTIVITIES OF
PHASE 2 MAY COMMENCE. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO, ACCESS, UTILITIES AND DRAINAGE. COORDINATE
ANY TEMPORARY OUTAGES OR CLOSURES WITH ALL
IMPACTED PARTIES.
·OVERLOT GRADING OF THE PROPOSED NISSAN SITE, VENUS
DRIVE, AND PARKING AREA AND DETENTION PONDS WEST OF
VENUS AVENUE.
·CONSTRUCT WATER, SANITARY SEWER, STORM SEWER, AND
DRY UTILITY SYSTEMS FOR THE PROPOSED NISSAN SITE.
·CONSTRUCT LOUDON DITCH PIPE THROUGH NISSAN SITE
AND TEMPORARILY CONNECT TO EXISTING LOUDON DITCH
PIPING NORTH OF EXISTING NISSAN BUILDING.
·SURFACE IMPROVEMENTS INCLUDING FINE GRADING, PAVING
OPERATIONS AND LANDSCAPING FOR THE PROPOSED NISSAN
SITE, VENUS DRIVE, THE PRIVATE DRIVE REPLACING
CRESTRIDGE STREET, AND PARKING AREA AND DETENTION
PONDS WEST OF VENUS AVENUE.
·CONSTRUCTION OF COLLEGE AVENUE IMPROVEMENTS.
·CONSTRUCTION OF TRAFFIC SIGNAL AND SURFACE
IMPROVEMENTS AT BUENO DRIVE.
·CONSTRUCTION OF IMPROVEMENTS AT SMOKEY STREET.
·COORDINATE AND CONSTRUCT TEMPORARY ACCESS
IMPROVEMENTS FOR THE EXISTING NISSAN SITE FROM THE
NEW DRIVEWAY ACCESS FROM VENUS AVENUE.
·COMPLETE RESTORATION ACTIVITIES AND PROVIDE WEED
MANAGEMENT WITHIN THE NATURAL HABITAT BUFFER ZONE.
PHASE 2
·DEMOLITION OF EXISTING NISSAN PROPERTY PER THE
DEMOLITION PLANS. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO, BUILDINGS, ACCESSES, UTILITIES AND DRAINAGE
INFRASTRUCTURE.
·DEMOLISH TEMPORARY ITEMS CONSTRUCTED WITH PHASE 1
AND THAT ARE NO LONGER REQUIRED.
·COMPLETE OVERLOT GRADING OF THE EXISTING NISSAN
SITE.
·COMPLETE THE CONSTRUCTION OF PROPOSED UTILITY
SYSTEMS, INCLUDING WATER, SANITARY SEWER, STORM
DRAINAGE INFRASTRUCTURE, AND DRY UTILITY SYSTEMS
FOR THE KIA SITE.
·COMPLETE THE LOUDON DITCH PIPING CONSTRUCTION.
·COMPLETE FINE GRADING OPERATIONS.
·COMPLETE PAVING OPERATIONS.
·CONSTRUCTION OF COLLEGE AVENUE SIDEWALK
IMPROVEMENTS ALONG THE EXISTING NISSAN LOT
FRONTAGE.
·COMPLETE THE CONSTRUCTION OF PROPOSED SITE
IMPROVEMENTS.
·COMPLETE LANDSCAPING.
·CONTINUE WEED MANAGEMENT AS REQUIRED.
APPROXIMATE PHASE 2 CONSTRUCTION
LIMITS (SEE NOTES 1-2)
APPROXIMATE PHASE 1 CONSTRUCTION
LIMITS (SEE NOTES 1-2)
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM PIPE
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
NISSAN
DEALERSHIP
BUILDING
LOT 1
RISING SON MANOR
SUBDIVISION KIA
DEALERSHIP
BUILDING
SMOKEY ST.COLLEGE AVE (HWY 287)VENUS AVENUE72' ROW
BUENO DRIVE
60' ROW
50' FL-FL
44.95' FL-FL
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
50'
FL-FL
MILKY WAY
MARS DRIVEMERCURY DRIVE#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSSIL CREEK TRA
I
L
FOSSIL CREEKTRAILBNSF RAILROADFOSSIL
C
R
E
E
K
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAYEXISTING WETLANDS
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EROSION BUFFER LIMITS
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
PROPOSED TRAFFIC SIGNAL
AT INTERSECTION (SEE SIGNAL
PLANS & SHEET C5.30)
TRACT A
TRACT B
100' NATURAL
HABITAT
BUFFER ZONE
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT D
PROPOSED LOT LINE
PROPERTY BOUNDARY
& SECTION LINE
72'
ROW
36' WEST ROW 29± EXIST EAST ROW
TRACT C
VENUS AVENUEVENUS AVENUE50' PUBLIC ACCESS & TRAIL EASEMENT
313'
TURN
BAY
312'
TAPER
PROPOSED RIGHT-IN/
RIGHT-OUT (SEE
SHEET C5.31)
EX. 44' CL-FL
EX. 44' CL-FL
75'± CL-ROW
75'±
CL-ROW
SEE SIGNING & STRIPING PLAN
SHEET C5.21
150'± RIGHT-OF-WAY
EX. 88' FL-FL
425'
TURN
BAY
225'
TRANSITION
TAPER
150'± RIGHT-OF-WAY
EX. 88' FL-FL
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 80'
1" = N/A
9/14/202210:11:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.00 - OVERALL HORIZONTAL CONTROL PLAN.DWGC2.00 - OVERALL HORIZONTAL CONTROL PLAN####C2.00
91OVERALL HORIZONTAL CONTROL PLAN12
NORTH0 80'160'
SCALE: 1" = 80'
40'
LEGEND
PROPOSED BUILDING
CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
UTILITY EASEMENT
ACCESS EASEMENT
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
2. 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. REFER TO THE ARCHITECTURAL
PLANS FOR COMPLETE GRID LINE INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. REFER TO SHEETS C2.01-C2.05 FOR DETAILED HORIZONTAL
CONTROL PLANS AND SHEET C2.06 FOR LINE AND CURVE
INFORMATION.
7. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN & PROFILES.
8. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE CROSS
SECTIONS.
9. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
10. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
SECTION LINEVENUS AVENUE(SEE SHEETS C5.00 & C5.01)19' (TYP.)
9' (TYP.)
24'
(TYP.)
24' (TYP.)
17' (TYP.)
17' (TYP.)
50' FL-FL
5' SIDEWALK6'
6'
5' FUTURE SIDEWALK
72' R.O.W.
26'
33' SLOPE
EASEMENT
9' UTILITY EASEMENT
15'
UTILITY
EASEMENT
20'
DRAINAGE
EASEMENT
COLLEGE AVE (HWY 287)PROPOSED RIGHT-OF-WAY / PROPERTY LINE
PROPERTY CORNER
N:1428895.18
E:3118262.74
PROPERTY CORNER
N:1428801.57
E:3117844.55
PROPERTY CORNER
N:1428861.50
E:3117847.37
PROPERTY CORNER
N:1428896.02
E:3118198.37
TRACT D
STRUCTURAL RETAINING WALLS
(SEE SHEET C4.20-C4.21)
7'
8'
10'10'
8'7'
2.5' CATCH CURB & GUTTER
8'
7'
12'
12'
12'
7'
103' TURN BAY
128' TRANSITION TAPER
END NORTHBOUND PARKING
BEGIN SOUTHBOUND PARKING
ON-STREET PARKING
BIKE LANE W/ 3' BUFFER
EX. 44' CL-FL
75'± CL-ROW
24' EAE
26'
EAE
UNDERGROUND DETENTION AREA
(W/ DRAINAGE EASEMENT)
UNDERGROUND WQ AREA
(W/ DRAINAGE EASEMENT)
FUTURE SIDEWALK/TRAIL (BY OTHERS)
FUTURE SIDEWALK (BY OTHERS)
CENTER LINE
12'± EXISTING
VARIES
ONSITE 1.5' CURB & GUTTER (TYP.)
CAR DISPLAY
PAD (TYP.)
ONSITE OVERHEAD LIGHT (TYP.)
2.5' CATCH CURB & GUTTER
1' CURB CHASE
SEE SHEET C5.30 FOR
INTERSECTION DETAIL
TRAFFIC SIGNAL (SEE SIGNAL PLANS)
1' CURB CHASE
1' CURB CHASE
1' CURB CHASE
ADA RAMP (TYP.)
TRAFFIC SIGNAL
EQUIPMENT
EXISTING CURB & GUTTER
1.5' DRIVE-OVER
CURB & GUTTER
12' SIDEWALK/TRAIL
END SIDEWALK
L1
C1L2C2
L3L
4
C3L5C4
L
6
L7L
8
C5L9C6L10C7
L1
1
L
1
6
C12L17C13
L1
8
L19L20C14
L21C
1
5
L22
L23L24C16C31C32
C3
3
L51
C34L52
L53L54
C
3
5L55
C3
6 L56C37
C38L57
L58L59
C39
L60C40C
4
1
L61 L62L63 C42L64C43
L65C44
L66 L67L68 C45L69C46
L70C47L71L75L76 C51L77L78 C
5
2
L79C53L80
C
5
4L81C55 L82 C
5
6
L83C57L84
C
5
8L85C59
L86 C
6
0C63 L90 C
6
4C67 L94 C
6
8C712' CURB CHASE
BIKE BYPASS LANE
12'
12'± EXISTING
12'
2.5' CATCH CURB & GUTTER PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:11:41 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.01
91DETAILED HORIZONTAL CONTROL PLAN13
NORTH0 40'80'
SCALE: 1" = 20'
20'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2. 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. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7. ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT
DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT
DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE
INFORMATION. PAVEMENT SECTIONS FOR PUBLIC
RIGHT-OF-WAY (COLLEGE AND VENUS AVENUES) SHALL BE
PER THE DESIGNED SECTION FOR EACH ROADWAY
CLASSIFICATION.
8. REFER TO SHEET C2.06 FOR LINE AND CURVE INFORMATION.
9. REFER TO SHEETS C4.01-C4.05 FOR DETAILED GRADING AND
CURB AND GUTTER DESIGNATIONS.
10. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN &
PROFILES.
11. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
12. REFER TO SHEETS C5.20-C5.22 FOR SIGNING AND STRIPING
PLANS.
13. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
UTILITY EASEMENT
ACCESS EASEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT SECTION
(SEE NOTE 7)
HEAVY DUTY CONCRETE SECTION
(SEE NOTE 7)
C2.01
C2.02
C2.03
C2.05
C2.04
COLLEGE AVE (HWY 287)NISSAN
DEALERSHIP
BUILDING
9'
(TYP.)
26'
EAE
24'
26' EAE
26'
EAE
17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
17' (TYP.)
26'
17' (TYP.)9'
24'
26'
32'
9' (TYP.)
26'
(TYP.)
32'
EAE
26'
EAE
20' IRRIGATION
EASEMENT
UTILITY & DRAINAGE EASEMENT
(WIDTH VARIES)
LOT 1
BLOCK 1
PROPOSED FIRE HYDRANT (TYP.)
LOT LINE AFTER
ROW VACATION
60' UTILITY
& DRAINAGE
EASEMENT
14'
PROPERTY CORNER
N:1428035.68
E:3118260.47
19' (TYP.)
24' ACCESS & EMERGENCY
ACCESS EASEMENT
19' (TYP.)
DIRECTIONAL SIGN BY SEPARATE PERMIT
PARKING BLOCK
(SEE DETAILS, TYP.)
DUMPSTER PAD/ENCLOSURE
(SEE ARCH. PLANS)
DIRECTIONAL SIGN BY
SEPARATE PERMIT
CAR DISPLAY
PAD (TYP.)
PEDESTRIAN
PLAZA
(SEE LANDSCAPE
PLANS)
BIKE PARKING (SEE
LANDSCAPE PLANS)
EDGE OF PAVEMENT (TYP.)
2' CURB CHASE
2' SIDEWALK CHASE2' CURB CHASE
2' CONCRETE PAN
2' CONCRETE PAN
ONSITE 1.5' CURB
& GUTTER (TYP.)
ELEC. CHARGING STALLS
(REFER TO DETAILS FOR
STRIPING AND SIGNAGE, TYP.)
1.5' DRIVE-OVER
CURB & GUTTER
ENHANCED CROSSWALK
(SEE LANDSCAPE PLANS, TYP.)COLLEGE AVE (HWY 287)19' (TYP.)
17' (TYP.)
9' (TYP.)
9' (TYP.)
9' (TYP.)
9'
(TYP.)
9'
(TYP.)
17' (TYP.)
20'
WATER
EASEMENT
9'
(TYP.)17' (TYP.)
9' UTILITY
EASEMENT
26'
9' (TYP.)
FIRE DEPARTMENT CONNECTION
PARKING BLOCK
(SEE DETAILS, TYP.)
ADA STALLS (TYP.)
ADA RAMP (TYP.)TRUNCATED DOMES (TYP.)
POTENTIAL MONUMENT SIGN
(BY SEPARATE PERMIT)
1.5' DRIVE-OVER
CURB & GUTTER
1.5' DRIVE-OVER
CURB & GUTTER
BUILDING CORNER
N:1428402.74
E:3117955.16
BUILDING CORNER
N:1428399.65
E:3118170.91
BUILDING CORNER
N:1428180.38
E:3117931.63
BUILDING CORNER
N:1428197.78
E:3118035.03
8' SIDEWALK
9' SIDEWALK
ONSITE OVERHEAD LIGHT (TYP.)
5' SIDEWALK
12' SIDEWALK/TRAILC5L9C6L10C7
L1
1
L12C8L24C16
L25C
1
7
L26
L27L28C18
L29C
1
9
L30
L31L32L33
C20L34C
2
1
L35
L36L37L38C22
L39L40L41C
2
3
L42C24
L43L44L45C2
5
L46
C26L47C
2
7
L48
C28
L
4
9
C29
L50
C30L70C47L71C48L72C49L73C
5
0
L74L75L76 C51L77L86 C
6
0
L87C61L88
C
6
2L89C63 L90 C
6
4
L91C65L92
C
6
6L93C67 L94 C
6
8
L95C69L96
C
7
0L97C71 L98 C
7
2
L99C73L100
C
7
4L101C75
C
7
6L102C77 L103
C7
8
L104C79L105
C
8
0L106C81 L107 L108L109
C
8
2 L110C83L111 L112L113
C84
L114C85L115C8
7
C88
C89 C90C9
1
C92
L11
6
L11
7C9
3
C
9
4
L118L119L120 C95L121C9
9
C10
0
C101C102L124 C
1
0
3
L125C104L126
C
1
0
5L127 C106L128 C
1
0
7
L129C108L130
C
1
0
9L131 C110L132 C
1
1
1
L133L134C112L135
C
1
1
3
C114L136 C
1
1
5
L137L138 L139C116C1
1
7
L140
C118L141L142
L143L145C121L146
L194
C164 L195
C
1
6
5
L196L197C
1
6
6C167
L198L199
C168L201C1
6
9 C241C242C24
3
C244L237C247CHARGING STATION (REFER TO
ELECTRICAL PLANS, TYP.)
CHARGING STATION (REFER TO
ELECTRICAL PLANS, TYP.)
ELEC. ENCLOSURE
(SEE ELEC. PLANS)
12'± EXISTING
12'± EXISTING
2.5' CATCH CURB & GUTTER
12'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:11:45 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.02
91DETAILED HORIZONTAL CONTROL PLAN14
NORTH0 40'80'
SCALE: 1" = 20'
20'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2. 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. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7. ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT
DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT
DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE
INFORMATION. PAVEMENT SECTIONS FOR PUBLIC
RIGHT-OF-WAY (COLLEGE AND VENUS AVENUES) SHALL BE
PER THE DESIGNED SECTION FOR EACH ROADWAY
CLASSIFICATION.
8. REFER TO SHEET C2.06 FOR LINE AND CURVE INFORMATION.
9. REFER TO SHEETS C4.01-C4.05 FOR DETAILED GRADING AND
CURB AND GUTTER DESIGNATIONS.
10. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN &
PROFILES.
11. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
12. REFER TO SHEETS C5.20-C5.22 FOR SIGNING AND STRIPING
PLANS.
13. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
UTILITY EASEMENT
ACCESS EASEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT SECTION
(SEE NOTE 7)
HEAVY DUTY CONCRETE SECTION
(SEE NOTE 7)
C2.01
C2.02
C2.03
C2.05
C2.04
VENUS AVENUE#5822EXISTING#5828EXISTINGKIA
DEALERSHIP
BUILDING
EXISTING
CRESTRIDGE
CONDOS BUILDING
TO REMAIN
125 CRESTRIDGE ST.
STRUCTURAL RETAINING WALL
(SEE SHEET C4.22)
17' (TYP.)9'
(TYP.)
17' (TYP.)
24'
30'
8'
17' (TYP.)9'
(TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
24'
LOT 2
BLOCK 1
26'
EAE
24'
EAE
26'
EAE
26.25'
EAE
PROPERTY CORNER
N:1427731.38
E:3117975.83
PROPERTY CORNER
N:1427731.23
E:3117964.40
20' EXISTING UTILITY EASEMENT
20'
IRRIGATION
EASEMENT
60' UTILITY
& DRAINAGE
EASEMENT
12' CONCRETE PAN
EX. 44' CL-FL
9'
PROPERTY CORNER
N:1428035.68
E:3118260.47
SECTION LINE
19' (TYP.)
9' (TYP.)9' (TYP.)9' (TYP.)
LOT LINE AFTER R.O.W.
VACATION (COINCIDES WITH
EXISTING LOT LINE AS ROW WAS
ENTIRELY DEDICATED BY
NORTHERN PROPERTY OWNER)
8' SIDEWALK
75'± CL-ROW
6'
21'
20.4'
TREE GRATE
SEE LANDSCAPE PLANS (TYP.)
BIKE PARKING (SEE
LANDSCAPE PLANS)
2' CONCRETE PAN
ELEC.CHARGING STALLS
(REFER TO DETAILS FOR
STRIPING AND SIGNAGE, TYP.)CAR DISPLAY
PAD
ONSITE OVERHEAD LIGHT (TYP.)
POTENTIAL MONUMENT
SIGN BY SEPARATE PERMIT
POTENTIAL MONUMENT
SIGN BY SEPARATE PERMIT
DIRECTIONAL SIGN
BY SEPARATE PERMIT
DIRECTIONAL SIGN
BY SEPARATE PERMIT
ENHANCED CROSSWALK
(SEE LANDSCAPE PLANS, TYP.)COLLEGE AVE (HWY 287)9'
(TYP.)
17' (TYP.)
9'
(TYP.)17' (TYP.)
PROPOSED FIRE HYDRANT (TYP.)17' (TYP.)
15'
UTILITY
EASEMENT
20'
IRRIGATION
EASEMENT
19' (TYP.)19' (TYP.)
24'
24'
24'
EDGE OF PAVEMENT (TYP.)
EDGE OF PAVEMENT (TYP.)
DIRECTIONAL SIGN
BY SEPARATE PERMIT
CAR DISPLAY
PAD (TYP.)
ADA RAMP (TYP.)
ADA RAMP
ADA LANDING
ADA RAMP
ADA STALLS (TYP.)
ELEC. CHARGING
STALLS (TYP.)
1.5' DRIVE-OVER
CURB & GUTTER
1.5' DRIVE-OVER
CURB & GUTTER
BUILDING CORNER
N:1427952.12
E:3118201.27
BUILDING CORNER
N:1427978.42
E:3118010.30
BUILDING CORNER
N:1427794.76
E:3118199.20
BUILDING CORNER
N:1427792.56
E:3118007.86
FIRE DEPARTMENT CONNECTION
TRUNCATED DOMES (TYP.)
END SIDEWALK
CURB TRANSITION
CURB TRANSITIONL137L138L139L140C118L141L142L143C119L144
C
1
2
0L145C121 C
1
2
2 C123L146
C12
4
L147
C
1
2
5
L148 C126L149C1
2
7
L150
C128C129L151L152
C
1
3
0L153L154L155L156L157
C
1
3
1
L158C132L159
L160L161 C
1
3
3
L162L163 L164C134L165
C
1
3
5
L166L167 L168C136L169 L170L171
C
1
3
7L172C138C139C
1
4
0
L173C141L174
C1
4
2L175 C143C
1
4
4
L176C145L177
C
1
4
6L178 C147C
1
4
8
L179C149L180
C
1
5
0L181
C151L182 C
1
5
2
L183C153L184
C
1
5
4L185 C155L186 C
1
5
6
L187C157L188C
1
5
8L189 C159L190 C
1
6
0
L191C161L192
C
1
6
2L193L196L197C
1
6
6C167
L198L199
C168
L200 L201C1
6
9
L202
L237C245
C
2
4
6C247ELEC. ENCLOSURE
(SEE ELEC. PLANS)
2.5' CATCH CURB & GUTTER
EXISTING CURB & GUTTER
BIKE BYPASS LANE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:11:50 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.03
91DETAILED HORIZONTAL CONTROL PLAN15
NORTH0 20'40'
SCALE: 1" = 20'
10'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2. 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. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7. ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT
DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT
DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE
INFORMATION. PAVEMENT SECTIONS FOR PUBLIC
RIGHT-OF-WAY (COLLEGE AND VENUS AVENUES) SHALL BE
PER THE DESIGNED SECTION FOR EACH ROADWAY
CLASSIFICATION.
8. REFER TO SHEET C2.06 FOR LINE AND CURVE INFORMATION.
9. REFER TO SHEETS C4.01-C4.05 FOR DETAILED GRADING AND
CURB AND GUTTER DESIGNATIONS.
10. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN &
PROFILES.
11. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
12. REFER TO SHEETS C5.20-C5.22 FOR SIGNING AND STRIPING
PLANS.
13. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
UTILITY EASEMENT
ACCESS EASEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT SECTION
(SEE NOTE 7)
HEAVY DUTY CONCRETE SECTION
(SEE NOTE 7)
C2.01
C2.02
C2.03
C2.05
C2.04
5' SIDEWALK
72' R.O.W.
5' FUTURE SIDEWALK
17' (TYP.)
9' (TYP.)
9' UTILITY EASEMENT
5' SIDEWALK
6'
6'
26' (TYP.)
20' DRAINAGE EASEMENT
SILVERTHORNE LLC
PROPERTY CORNER
N:1428367.71
E:3117429.97
PROPERTY CORNER
N:1428195.98
E:3117369.70
PROPERTY CORNER
N:1428543.74
E:3117746.00
TRACT C
LOT 1
BLOCK 2
7'
7'
7'
STORM INLET (TYP.)
26'
2.5' CATCH CURB & GUTTER
5' SIDEWALK
BIKE LANE
12'
R15' (TYP)
26'
EAE
24'
12'
12'
7'
MONUMENT SIGN BY
SEPARATE PERMIT
INTERSECTION
& CROSS PAN
SEE SHEET C5.31
1' CURB CHASE
1' CURB CHASE
1' CURB CHASE
1' CURB CHASE
RAISED ASPHALT
PEDESTRIAN CROSSING
(SEE DETAILS)
DIRECTIONAL SIGN BY
SEPARATE PERMIT
PROPOSED FIRE HYDRANT (TYP.)
PROPOSED BIORETENTION
& DETENTION POND
17'
(TYP.)
19' (TYP.)
19' (TYP.)
17' (TYP.)19' (TYP.)
19' (TYP.)
26'
R5'
ONSITE OVERHEAD LIGHT (TYP.)
CONCRETE FOREBAY
(SEE DETAILS)
ADA RAMP (TYP.)
ADA RAMP (TYP.)
END SIDEWALK
L1
3
C8L14C9C10L15
C
1
1 L114C85C86L115C96L122
C
9
7
C98L123C9
9C171L203C172L204
C17
3L205
C174C175C17
6L206
C177L207 C
1
7
8
C179C180L208
C181L209
C1
8
2
C183C184L210
C206C207L221
C208C209C210 L222 C211L223
C
2
1
2C213C214 L224
C
2
1
5
C216
C217C223L227
C22
4C225C226 L228 C227C228L229
C22
9C230C231 L230 L231C232
C
2
3
3
C234L232L233
C23
5
C236C237L234 PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:11:54 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.04
91DETAILED HORIZONTAL CONTROL PLAN16
NORTH0 20'40'
SCALE: 1" = 20'
10'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2. 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. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7. ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT
DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT
DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE
INFORMATION. PAVEMENT SECTIONS FOR PUBLIC
RIGHT-OF-WAY (COLLEGE AND VENUS AVENUES) SHALL BE
PER THE DESIGNED SECTION FOR EACH ROADWAY
CLASSIFICATION.
8. REFER TO SHEET C2.06 FOR LINE AND CURVE INFORMATION.
9. REFER TO SHEETS C4.01-C4.05 FOR DETAILED GRADING AND
CURB AND GUTTER DESIGNATIONS.
10. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN &
PROFILES.
11. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
12. REFER TO SHEETS C5.20-C5.22 FOR SIGNING AND STRIPING
PLANS.
13. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
UTILITY EASEMENT
ACCESS EASEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT SECTION
(SEE NOTE 7)
HEAVY DUTY CONCRETE SECTION
(SEE NOTE 7)
C2.01
C2.02
C2.03
C2.05
C2.04
VENUS AVENUEPROPOSED DETENTION POND
PROPOSED BIORETENTION POND
PROPOSED LANDSCAPE WALLS
SEE LANDSCAPE PLANS (TYP.)
PROPOSED BIORETENTION
& DETENTION POND
17' (TYP.)
30' SANITARY
EASEMENT
30'
SANITARY
EASEMENT
TRACT A
TRACT
B
PROPERTY CORNER
N:1427728.82
E:3117774.42
PROPERTY CORNER
N:1427723.19
E:3117331.38
POND OUTLET
(SEE DETAILS)
100' NATURAL HABITAT
BUFFER ZONE
LOT LINE (TYP.)
12'
7'
2.5' CATCH CURB & GUTTER
12' CONCRETE PAN
BEGIN BIKE LANE
THRU LANE WITH
ON-STREET PARKING
BIKE LANE ENDS
PROPOSED DOUBLE
STACKED PARKING
FOR CAR STORAGE
BIKE LANE W/ 3' BUFFER
24'
LEVEL SPREADER
(SEE DETAILS)
12'
12'
21'21'
20.4'
10'
7'
5'
3'
INTERSECTION
& CROSS PAN
SEE SHEET C5.31
1' CURB CHASE
1' CURB CHASE
1' CURB CHASE
9' UTILITY
EASEMENT
50' FL-FL
72' R.O.W.
7'
PROPOSED LANDSCAPE WALLS
SEE LANDSCAPE PLANS (TYP.)
17'
(TYP.)
PROPOSED LANDSCAPE WALLS
SEE LANDSCAPE PLANS (TYP.)
PROPOSED LANDSCAPE WALLS
SEE LANDSCAPE PLANS (TYP.)
17'
(TYP.)
PROPOSED DOUBLE
STACKED PARKING
FOR CAR STORAGE
19' (TYP.)19' (TYP.)
19' (TYP.)
19' (TYP.)
30'
SANITARY
EASEMENT
ONSITE OVERHEAD LIGHT (TYP.)
5' SIDEWALK
OUTLET STRUCTURE
(SEE DETAILS)
CONCRETE FOREBAY
(SEE DETAILS)
CONCRETE FOREBAY
(SEE DETAILS)
ADA RAMP (TYP.)
END SIDEWALK
C9
9
C1
6
3 L194
L200 L201C1
6
9
L202
C170C181C1
8
5
L211
C18
6
C187C188L212
L213C189C190
C
1
9
1
L214L
2
1
5C192C193C194
C195
L216
C1
9
6C197L217C198C199C200C201
L218 C202L219C20
3C204C205 L220C206
C218L225
C219C220C221 L226 C222C223L235
C238
C239C240L236
CONCRETE FOREBAY
(SEE DETAILS)
RESTORED WETLANDS
(SEE LANDSCAPE AND RESTORATION PLANS)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:11:58 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.05
91DETAILED HORIZONTAL CONTROL PLAN17
NORTH0 20'40'
SCALE: 1" = 20'
10'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
2. 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. REFER TO THE
ARCHITECTURAL PLANS FOR COMPLETE GRID LINE
INFORMATION.
3. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5. REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6. PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL
BE 4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7. ONSITE PAVING AREAS (EXCLUDING SIDEWALKS) NOT
DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "LIGHT
DUTY OR PARKING" PAVEMENT. SEE THE GEOTECHNICAL
REPORT AND PAVEMENT SECTION DETAILS FOR MORE
INFORMATION. PAVEMENT SECTIONS FOR PUBLIC
RIGHT-OF-WAY (COLLEGE AND VENUS AVENUES) SHALL BE
PER THE DESIGNED SECTION FOR EACH ROADWAY
CLASSIFICATION.
8. REFER TO SHEET C2.06 FOR LINE AND CURVE INFORMATION.
9. REFER TO SHEETS C4.01-C4.05 FOR DETAILED GRADING AND
CURB AND GUTTER DESIGNATIONS.
10. REFER TO SHEETS C5.00-C5.04 FOR ROADWAY PLAN &
PROFILES.
11. REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
12. REFER TO SHEETS C5.20-C5.22 FOR SIGNING AND STRIPING
PLANS.
13. FIRE ACCESS LANES DESIGNATED BY EMERGENCY ACCESS
EASEMENTS (EAE) SHALL BE PROVIDED USING PAVEMENT
SECTIONS CAPABLE OF SUPPORTING A 40-TON VEHICLE. SEE
PAVEMENT SECTION DETAILS.
UTILITY EASEMENT
ACCESS EASEMENT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT SECTION
(SEE NOTE 7)
HEAVY DUTY CONCRETE SECTION
(SEE NOTE 7)
C2.01
C2.02
C2.03
C2.05
C2.04
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
DELTA
79°58'33"
35°13'00"
90°00'00"
90°00'00"
90°00'00"
5°56'10"
90°00'00"
90°00'00"
30°25'49"
81°36'26"
95°58'45"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
89°58'36"
48°22'07"
48°36'52"
56°47'59"
59°09'07"
6°16'47"
114°34'07"
90°00'00"
90°00'00"
134°45'33"
124°02'46"
101°11'41"
135°14'27"
34°39'58"
100°05'36"
90°00'00"
135°14'27"
134°45'33"
90°00'00"
135°14'27"
5°56'10"
128°49'23"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
RADIUS
5.00'
222.00'
3.00'
3.00'
3.00'
25.00'
3.00'
3.00'
66.00'
20.00'
10.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
8.00'
25.00'
50.00'
20.00'
50.00'
10.00'
181.00'
11.00'
3.00'
3.00'
5.50'
15.00'
3.00'
8.00'
20.00'
3.00'
3.00'
6.00'
4.00'
3.00'
6.00'
25.00'
5.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
LENGTH
6.98'
136.45'
4.71'
4.71'
4.71'
2.59'
4.71'
4.71'
35.05'
28.49'
16.75'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
12.57'
39.26'
42.21'
16.97'
49.57'
10.32'
19.84'
22.00'
4.71'
4.71'
12.94'
32.48'
5.30'
18.88'
12.10'
5.24'
4.71'
14.16'
9.41'
4.71'
14.16'
2.59'
11.24'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
BEARING
S49°16'59"E
S63°05'48"W
N00°29'18"E
S89°30'42"E
N00°29'18"E
S42°31'13"W
N84°33'08"E
N05°26'52"W
S24°20'13"W
N49°55'32"E
S41°16'53"E
N00°29'18"E
S89°30'42"E
S45°43'45"W
S44°16'15"E
S45°43'45"W
S44°16'15"E
S45°43'45"W
S44°16'15"E
S45°43'45"W
S44°16'15"E
S45°43'45"W
N44°16'15"W
S45°43'45"W
N44°16'15"W
S45°43'45"W
S44°15'33"E
N64°49'03"W
S64°56'25"E
N62°21'09"E
S30°18'18"W
S63°01'15"W
N56°33'19"W
N45°43'45"E
S44°16'15"E
S21°53'29"E
N72°29'19"W
N40°07'54"E
N66°53'29"W
S28°09'19"W
S39°13'27"E
N45°43'45"E
N66°53'29"W
S21°53'29"E
N45°43'45"E
N66°53'29"W
S42°31'13"W
S24°51'34"E
N45°43'45"E
N44°16'15"W
N45°43'45"E
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
CHORD
6.43'
134.31'
4.24'
4.24'
4.24'
2.59'
4.24'
4.24'
34.64'
26.14'
14.86'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
11.31'
35.35'
40.97'
16.47'
47.56'
9.87'
19.83'
18.51'
4.24'
4.24'
10.15'
26.49'
4.64'
14.79'
11.92'
4.60'
4.24'
11.10'
7.38'
4.24'
11.10'
2.59'
9.02'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
CURVE TABLE
CURVE
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
C97
C98
C99
C100
C101
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C114
C115
C116
C117
C118
C119
C120
C121
C122
C123
C124
C125
C126
C127
C128
C129
C130
C131
C132
C133
C134
C135
C136
C137
C138
C139
C140
C141
C142
C143
C144
C145
C146
C147
C148
C149
C150
DELTA
90°00'00"
89°49'47"
90°10'13"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
141°10'37"
30°42'23"
20°36'11"
77°02'14"
51°04'56"
86°18'41"
93°41'19"
34°21'33"
15°25'33"
50°03'38"
82°41'10"
90°00'00"
95°58'45"
81°22'28"
3°51'39"
77°02'14"
55°22'46"
34°10'03"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
99°00'21"
90°00'00"
106°46'53"
31°49'59"
126°09'10"
90°00'00"
90°00'00"
9°00'21"
95°13'58"
90°00'00"
52°39'50"
90°00'00"
86°58'47"
65°37'47"
87°02'06"
18°23'06"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
RADIUS
3.00'
10.00'
15.00'
15.00'
3.00'
3.00'
3.00'
3.00'
8.00'
40.00'
193.00'
80.00'
129.00'
8.00'
8.00'
145.00'
100.00'
20.00'
3.00'
3.00'
10.00'
20.00'
219.00'
106.00'
103.00'
25.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
10.00'
3.00'
3.00'
24.00'
20.00'
3.00'
10.00'
50.00'
3.00'
15.00'
50.00'
10.00'
3.00'
72.00'
3.00'
55.00'
15.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
LENGTH
4.71'
15.68'
23.61'
23.56'
4.71'
4.71'
4.71'
4.71'
19.71'
21.44'
69.40'
107.56'
115.01'
12.05'
13.08'
86.95'
26.92'
17.47'
4.33'
4.71'
16.75'
28.41'
14.76'
142.52'
99.56'
14.91'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
17.28'
4.71'
5.59'
13.33'
44.04'
4.71'
15.71'
7.86'
4.99'
23.56'
45.96'
15.71'
4.55'
82.47'
4.56'
17.65'
23.56'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
BEARING
S44°16'15"E
S45°38'38"W
N44°21'22"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
S44°16'15"E
S45°43'45"W
N69°51'34"W
S24°11'57"W
S01°27'20"E
S50°16'33"E
N63°15'12"W
S80°52'04"E
N09°07'56"E
N54°53'30"W
S64°21'30"E
S31°36'54"E
N47°55'40"W
N45°43'45"E
S42°44'22"W
N48°35'01"W
S09°49'37"E
S50°16'33"E
N61°06'17"W
N16°19'53"W
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'17"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S45°43'45"W
N44°16'15"W
N45°43'45"E
S44°16'15"E
S41°14'58"W
N44°14'51"W
S54°08'35"W
N56°32'59"W
N22°26'35"E
N45°45'09"E
S44°14'51"E
N03°45'02"W
S46°51'50"E
S45°45'09"W
N62°54'56"W
S44°14'51"E
N47°15'45"E
N53°24'45"W
S25°53'06"W
N08°26'24"W
S44°14'51"E
N44°14'51"W
N45°45'09"E
N44°14'51"W
S45°45'09"W
N44°14'51"W
S45°45'09"W
S44°14'51"E
S45°45'09"W
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
CHORD
4.24'
14.12'
21.24'
21.21'
4.24'
4.24'
4.24'
4.24'
15.09'
21.18'
69.03'
99.64'
111.24'
10.94'
11.67'
85.66'
26.84'
16.92'
3.96'
4.24'
14.86'
26.08'
14.75'
132.03'
95.72'
14.69'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
15.21'
4.24'
4.82'
13.16'
35.66'
4.24'
14.14'
7.85'
4.43'
21.21'
44.36'
14.14'
4.13'
78.04'
4.13'
17.57'
21.21'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
CURVE TABLE
CURVE
C151
C152
C153
C154
C155
C156
C157
C158
C159
C160
C161
C162
C163
C164
C165
C166
C167
C168
C169
C170
C171
C172
C173
C174
C175
C176
C177
C178
C179
C180
C181
C182
C183
C184
C185
C186
C187
C188
C189
C190
C191
C192
C193
C194
C195
C196
C197
C198
C199
C200
C201
C202
C203
C204
C205
C206
C207
C208
C209
C210
C211
C212
C213
C214
C215
C216
C217
C218
C219
C220
C221
C222
C223
C224
C225
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
12°48'35"
90°00'00"
75°21'18"
105°12'59"
12°48'35"
90°00'00"
86°49'54"
85°55'50"
152°56'09"
75°54'42"
88°16'57"
1°59'16"
88°16'57"
97°36'02"
88°16'57"
4°09'55"
88°16'57"
25°06'54"
90°32'51"
0°31'18"
90°32'51"
132°16'23"
88°18'23"
1°57'22"
88°18'23"
88°18'23"
1°57'23"
88°18'23"
87°13'52"
1°18'14"
77°24'53"
42°40'19"
90°00'00"
90°00'00"
38°26'27"
87°50'38"
0°54'08"
87°13'52"
32°03'35"
88°18'23"
1°57'22"
88°18'23"
9°35'41"
12°13'42"
90°32'51"
0°36'57"
90°32'51"
8°33'54"
90°32'51"
1°11'27"
92°39'30"
85°55'50"
175°38'27"
25°06'54"
173°23'56"
92°28'25"
10°49'35"
92°28'25"
16°48'50"
12°22'44"
89°30'12"
0°36'57"
RADIUS
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
10.00'
361.00'
39.00'
15.00'
3.00'
320.00'
3.00'
10.00'
10.00'
5.00'
114.10'
3.00'
97.09'
3.00'
114.10'
3.00'
97.10'
3.00'
300.00'
3.00'
317.00'
3.00'
115.51'
3.00'
98.51'
3.00'
3.00'
98.49'
3.00'
5.00'
98.51'
5.00'
54.00'
10.00'
10.00'
30.00'
5.00'
98.51'
5.00'
115.51'
3.00'
98.51'
3.00'
115.51'
299.55'
3.00'
317.00'
3.00'
299.55'
3.00'
317.00'
15.00'
10.00'
33.10'
381.00'
34.51'
3.00'
72.51'
3.00'
34.51'
381.00'
3.00'
343.00'
LENGTH
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
4.71'
15.71'
80.71'
61.26'
19.73'
5.51'
71.54'
4.71'
15.15'
15.00'
13.35'
151.17'
4.62'
3.37'
4.62'
194.37'
4.62'
7.06'
4.62'
131.50'
4.74'
2.89'
4.74'
266.66'
4.62'
3.36'
4.62'
4.62'
3.36'
4.62'
7.61'
2.24'
6.76'
40.22'
15.71'
15.71'
20.13'
7.67'
1.55'
7.61'
64.63'
4.62'
3.36'
4.62'
19.34'
63.93'
4.74'
3.41'
4.74'
44.78'
4.74'
6.59'
24.26'
15.00'
101.47'
167.01'
104.43'
4.84'
13.70'
4.84'
10.13'
82.32'
4.69'
3.69'
BEARING
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
S45°45'09"W
N44°14'51"W
N45°45'09"E
S44°14'51"E
S56°45'26"E
S84°38'52"W
N43°56'51"W
N36°37'30"W
S53°05'22"W
S84°38'52"W
N56°45'26"W
S34°49'37"W
N47°45'50"E
S12°48'11"E
N64°17'27"W
N31°53'41"E
S75°02'32"W
S61°48'36"E
S23°31'51"W
N44°01'00"W
S01°57'29"E
N40°06'02"E
N12°42'42"W
N59°49'30"W
N14°17'25"W
N31°14'39"E
S66°17'27"E
N66°03'56"W
S22°53'25"E
N20°17'06"E
S55°09'31"W
S81°39'58"E
N38°29'28"W
S01°11'18"W
N44°09'07"E
S82°12'27"W
S80°25'16"E
N56°45'26"W
N33°14'34"E
S82°32'12"E
S19°23'40"E
N24°04'35"E
S67°14'27"W
N04°49'36"E
S57°03'00"E
N13°52'29"W
S29°18'01"W
N21°20'38"W
S20°01'42"E
S58°39'26"E
S13°04'32"E
S32°30'22"W
S07°55'07"E
S48°23'38"E
S02°31'29"E
S44°23'59"W
N46°18'21"W
N88°50'47"W
S13°35'01"E
N60°33'30"E
S76°30'19"E
S24°51'19"E
S26°47'42"W
N08°33'40"W
N06°20'38"W
S57°46'54"E
N13°20'17"W
CHORD
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
4.24'
14.14'
80.54'
55.15'
18.34'
4.77'
71.39'
4.24'
13.75'
13.63'
9.72'
140.36'
4.18'
3.37'
4.18'
171.70'
4.18'
7.06'
4.18'
130.45'
4.26'
2.89'
4.26'
211.26'
4.18'
3.36'
4.18'
4.18'
3.36'
4.18'
6.90'
2.24'
6.25'
39.29'
14.14'
14.14'
19.75'
6.94'
1.55'
6.90'
63.79'
4.18'
3.36'
4.18'
19.32'
63.81'
4.26'
3.41'
4.26'
44.74'
4.26'
6.59'
21.70'
13.63'
66.15'
165.67'
68.90'
4.33'
13.68'
4.33'
10.09'
82.16'
4.22'
3.69'
CURVE TABLE
CURVE
C226
C227
C228
C229
C230
C231
C232
C233
C234
C235
C236
C237
C238
C239
C240
C241
C242
C243
C244
C245
C246
C247
DELTA
89°30'12"
11°07'36"
15°50'02"
92°31'29"
7°43'08"
92°31'29"
92°31'29"
7°55'57"
92°31'29"
89°30'12"
0°30'35"
89°30'12"
92°28'25"
10°49'35"
92°28'25"
26°48'24"
4°18'08"
126°59'29"
7°11'41"
146°01'50"
34°27'02"
136°44'18"
RADIUS
3.00'
381.00'
33.10'
3.00'
71.10'
3.00'
3.00'
71.10'
3.00'
3.00'
343.00'
3.00'
3.00'
72.51'
3.00'
69.00'
128.00'
1.00'
128.00'
2.00'
69.00'
2.00'
LENGTH
4.69'
73.99'
9.15'
4.84'
9.58'
4.84'
4.84'
9.84'
4.84'
4.69'
3.05'
4.69'
4.84'
13.70'
4.84'
32.28'
9.61'
2.22'
16.07'
5.10'
41.49'
4.77'
BEARING
S31°06'20"W
N19°42'22"W
S17°21'08"E
S53°10'23"E
S03°03'04"E
S47°04'15"W
N87°59'16"W
N37°45'33"W
N12°28'10"E
N57°27'51"W
S12°58'03"E
N31°31'45"E
N67°31'41"W
N15°52'41"W
N35°46'20"E
N55°37'33"E
S44°22'24"W
N69°58'47"W
N02°53'12"W
N73°43'34"E
N50°29'03"W
S00°39'36"W
CHORD
4.22'
73.87'
9.12'
4.34'
9.57'
4.34'
4.34'
9.84'
4.34'
4.22'
3.05'
4.22'
4.33'
13.68'
4.33'
31.99'
9.61'
1.79'
16.06'
3.83'
40.87'
3.72'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
LENGTH
14.22'
16.17'
72.00'
14.00'
93.00'
14.00'
117.00'
14.00'
5.01'
5.26'
14.00'
126.00'
14.00'
21.86'
2.99'
14.00'
12.00'
14.00'
135.00'
14.00'
6.00'
14.00'
135.00'
14.00'
9.00'
14.00'
117.00'
14.00'
21.00'
14.00'
99.00'
105.00'
14.00'
3.00'
14.00'
72.00'
30.44'
20.69'
14.00'
90.00'
14.00'
12.00'
14.00'
27.00'
14.00'
8.31'
8.98'
13.73'
3.64'
70.01'
0.36'
16.00'
9.00'
16.00'
1.56'
15.29'
15.77'
9.00'
13.51'
26.30'
15.74'
18.00'
16.00'
6.15'
42.09'
18.06'
18.00'
16.00'
11.48'
24.41'
16.32'
32.51'
1.01'
16.00'
18.00'
BEARING
N89°16'15.29"W
N09°17'42.04"W
S45°29'17.99"W
S44°30'42.01"E
S45°29'17.99"W
N44°30'42.01"W
S45°29'17.99"W
N44°30'42.01"W
N45°29'17.99"E
N39°33'07.95"E
S50°26'52.05"E
N39°33'07.95"E
N50°26'52.05"W
N39°33'07.95"E
S89°16'15.29"E
S44°30'42.01"E
S45°29'17.99"W
N44°30'42.01"W
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S00°43'44.71"W
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
N26°58'40.29"E
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S89°16'15.29"E
N00°43'44.71"E
N89°14'51.30"W
N40°37'59.62"W
N89°14'51.12"W
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S45°29'17.99"W
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
S45°29'17.99"W
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
S45°29'17.99"W
S89°16'15.29"E
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
S45°29'17.99"W
S39°33'07.95"W
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
LINE TABLE
LINE
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
LENGTH
16.00'
7.88'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
32.00'
5.93'
1.73'
0.99'
155.73'
8.00'
3.00'
14.00'
72.00'
14.00'
3.00'
14.00'
81.00'
14.00'
40.70'
47.43'
19.06'
13.14'
14.19'
135.00'
16.00'
14.83'
3.23'
47.43'
3.00'
32.00'
3.00'
32.00'
12.00'
32.00'
12.00'
32.00'
3.00'
32.00'
32.00'
3.00'
13.00'
14.00'
72.00'
13.11'
2.29'
14.00'
72.00'
14.00'
12.26'
13.61'
52.21'
1.24'
5.57'
14.10'
14.08'
BEARING
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S00°43'44.71"W
N89°26'28.07"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
S00°43'44.71"W
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
S00°43'44.71"W
S89°16'15.29"E
S39°33'07.95"W
S11°45'26.02"E
N56°38'43.54"W
N56°38'43.54"W
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
N00°43'44.71"E
N89°16'15.29"W
N11°45'26.02"W
S89°16'15.29"E
S00°43'44.71"W
N89°16'15.29"W
N00°43'44.71"E
N89°16'15.29"W
N00°43'44.71"E
S89°16'15.29"E
S00°43'44.71"W
S89°16'15.29"E
S00°43'44.71"W
N00°43'44.71"E
N89°16'15.29"W
N89°14'51.30"W
N00°45'08.86"E
N89°14'51.30"W
S00°45'08.86"W
N40°37'59.62"W
S00°45'08.86"W
S89°14'51.30"E
N00°45'08.86"E
S89°14'51.30"E
S00°45'08.86"W
N89°14'51.12"W
S00°45'08.86"W
S89°14'51.14"E
N03°46'21.79"E
S69°24'08.75"W
LINE TABLE
LINE
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
L175
L176
L177
L178
L179
L180
L181
L182
L183
L184
L185
L186
L187
L188
L189
L190
L191
L192
L193
L194
L195
L196
L197
L198
L199
L200
L201
L202
L203
L204
L205
L206
L207
L208
L209
L210
L211
L212
L213
L214
L215
L216
L217
L218
L219
L220
L221
L222
L223
L224
L225
LENGTH
183.81'
234.77'
29.52'
10.25'
145.92'
10.25'
73.87'
3.00'
14.00'
108.00'
15.50'
20.00'
99.00'
14.00'
3.00'
14.00'
99.00'
20.00'
15.50'
108.00'
14.00'
3.00'
3.00'
32.00'
3.00'
3.00'
32.00'
3.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
32.00'
3.00'
23.86'
22.69'
7.27'
7.27'
13.57'
22.86'
36.50'
14.00'
9.50'
46.91'
10.52'
14.04'
14.04'
13.04'
13.04'
12.99'
12.99'
13.04'
13.04'
13.04'
13.04'
12.12'
32.18'
32.18'
12.12'
14.04'
14.04'
13.99'
14.00'
14.02'
29.19'
34.94'
BEARING
S00°45'08.86"W
S89°14'51.14"E
N00°45'08.86"E
N12°00'08.86"E
N00°45'08.86"E
N10°29'51.14"W
N00°45'08.86"E
N00°45'08.86"E
S89°14'51.14"E
N00°45'08.86"E
N89°14'51.14"W
N00°45'08.86"E
N89°14'51.14"W
S00°45'08.86"W
N89°14'51.14"W
N00°45'08.86"E
N89°14'51.14"W
S00°45'08.86"W
N89°14'51.14"W
S00°45'08.86"W
S89°14'51.14"E
S00°45'08.86"W
N00°45'08.86"E
S89°14'51.14"E
S00°45'08.86"W
N00°45'08.86"E
S89°14'51.14"E
S00°45'08.86"W
S00°45'08.86"W
N89°14'51.14"W
N00°45'08.86"E
N89°14'51.14"W
N00°45'08.86"E
S89°14'51.14"E
S00°45'08.86"W
N89°14'51.14"W
N00°45'08.86"E
S89°14'51.14"E
S00°45'08.86"W
S89°14'51.14"E
S00°45'08.86"W
N89°14'51.14"W
N00°45'08.86"E
N78°14'33.98"E
S88°56'50.90"E
S01°03'09.10"W
N01°03'09.10"E
S00°28'52.27"W
N88°58'05.76"W
S78°14'33.98"W
N11°45'26.02"W
S78°14'33.98"W
N89°16'15.29"W
N63°39'54.13"E
N12°14'47.44"W
S17°40'07.56"E
N88°09'29.02"W
N84°14'30.98"E
S74°54'04.98"W
N76°31'04.36"E
N69°46'52.76"E
S64°26'17.01"W
S11°00'19.44"W
N05°39'43.69"E
N42°25'38.12"W
N78°14'33.98"E
S78°14'33.98"W
S69°08'36.90"E
S78°47'48.56"W
N73°27'12.80"E
N76°04'08.84"E
S77°46'46.86"W
S86°19'57.00"W
S89°16'15.29"E
N57°15'28.15"E
LINE TABLE
LINE
L226
L227
L228
L229
L230
L231
L232
L233
L234
L235
L236
L237
LENGTH
34.94'
35.01'
35.01'
34.93'
34.93'
33.93'
33.93'
34.01'
34.01'
33.94'
33.94'
36.93'
BEARING
S73°01'54.34"W
N77°28'00.22"E
S75°51'26.02"W
N80°33'52.67"E
N86°40'00.38"W
N45°44'59.16"E
S58°43'54.41"W
S77°47'03.40"W
N76°16'51.21"E
N66°14'06.24"E
S82°00'32.44"W
S00°42'38.76"W
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = N/A
1" = N/A
9/14/202210:12:02 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.06
91LINE & CURVE TABLES18
SMOKEY STREET
VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRA
I
L
FOSSIL CREEKTRAILBNSF RAILROAD#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230
NISSAN
DEALERSHIP BUILDING
KIA
DEALERSHIP BUILDING
PROPOSED 8" WATER
EXISTING 24" IRRIGATION PIPE
PROPOSED 8" SANITARY
PROPOSED 8" WATER
CONNECT TO EXISTING
6" WATER
SANITARY SERVICE
CONNECT TO EXISTING
6" CAST IRON WATER
CONNECT TO EXISTING
14" AC WATER MAIN
PROPOSED STORM OUTFALL
PROPOSED UNDERGROUND DETENTION
EXISTING 14" AC WATER
PROPOSED 24" NORTH LOUDON
DITCH IRRIGATION BYPASS
PROPOSED GAS TO BE RELOCATED
WITH GRADING (SEE NOTE 11 &
DETAILED UTILITY PLANS)
PROPOSED WATER
& FIRE SERVICES
RELOCATED FIBER
OPTIC VAULTPROPOSED
SANITARY SERVICE
PROPOSED 24"
IRRIGATION LINE
PROPOSED STORM DRAIN
CONNECT
TO EXISTING
SANITARY SEWER
PROPOSED 8" SANITARY
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED 8" WATER
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
PROPOSED STORM
PROPERTY BOUNDARY (TYP.)
LOT 1
BLOCK 1
PHASE 1
LOT 2
BLOCK 1
PHASE 2
LOT 1
BLOCK 2
PHASE 1
TRACT A
TRACT B
TRACT C
TRACT D
LOT 1
RISING SON
MANOR
SUBDIVISION
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
EXISTING CULVERT TO REMAIN
FOSSIL
C
R
E
E
K
LAN
G
G
U
L
C
H
PROPOSED FIRE HYDRANT
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
WATER & FIRE SERVICES
EXISTING SANITARY STUB
TO BE ABANDONED PER
SFCSD STANDARDS
PROPOSED TRANSFORMER
PROPOSED
TRANSFORMER
PRIMARY ELECTRIC PER
CITY OF FORT COLLINS
PROPOSED FDC
PROPOSED
FDC
PROPOSED FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANTVENUS AVENUEPHASE LIMITS
(SEE SHEET C1.10)
PHASE LIMITS
(SEE SHEET C1.10)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 80'
1" = N/A
9/14/202210:12:15 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00
91OVERALL UTILITY PLAN19
NORTH0 80'160'
SCALE: 1" = 80'
40'
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 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. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS
AND POWER LINE ROUTING FOR SITE LIGHTING.
5. WATER AND SEWER SERVICE PROVIDED BY THE FORT
COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION
DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER
EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6'.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
11. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
12. REFER TO SHEETS C3.01 AND C3.02 FOR DETAILED UTILITY PLANS.
13. ALL UTILITIES IN THE CDOT ROW SHALL HAVE A CDOT UTILITY PERMIT
ISSUED PRIOR TO ANY UTILITY CONSTRUCTION. A SEPARATE UTILITY
PERMIT IS REQURED FOR EACH UTILITY BEING INSTALLED OR
SERVICE CONNECTION IN CDOT ROW. CONTACT THE REGION UTILITY
PERMIT COORDINATOR AT 970-683-6288. FORM #1233 THE UTILITY
PERMIT APPLICATION IS AVAILABLE AT
http://www.coloradodot.info/business/permits.
14. 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.
15. EXISTING UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE
PLOTTED FROM THE BEST AVAILABLE INFORMATION. REFER TO
SHEET C1.00 FOR SUBSURFACE UTILITY ENGINEERING (SUE)
STANDARD QUALITY LEVEL A OR B DESIGNATIONS.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO
INSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION
ACTIVITIES.
17. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS
("EXCAVATION REQUIREMENTS") WHEN EXCAVATING OR GRADING IS
PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE
CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO
(2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE,
PRIOR TO COMMENCING SUCH OPERATIONS.
18. ALL UTILITIES WITHIN CDOT ROW SHALL BE INSTALLED OR
RELOCATED PER THE CDOT UTILITY ACCOMMODATION CODE.
LEGEND
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
CONNECT TO EXISTING
14" AC WATER MAIN
EXISTING GAS MAIN
PROPOSED 8" WATER
SEE SHEET C3.20
STORM LINE A
SEE SHEET C3.30
PROPOSED
UNDERGROUND
DETENTION AREA
(SEE SHEET C3.50)
PROPOSED 8" WATER
SEE SHEET C3.21
NISSAN
DEALERSHIP
BUILDING EXISTING 24" IRRIGATION
CONNECT TO EXISTING
24" IRRIGATION LATERAL
EXISTING 14"
AC WATER MAIN
BUENO
DRIVE
PROPOSED FIRE HYDRANT
PROPOSED
FIRE HYDRANT
STORM LINE A10
SEE SHEET C3.31
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
PROPERTY BOUNDARY VENUS AVENUETRACT C
TRACT D
LOT 1
BLOCK 1
PHASE 1
EXISTING CULVERT TO REMAIN
PROPOSED TRANSFORMER
PROPOSED 6" FIRE SERVICE
PROPOSED STRUCTURAL
RETAINING WALLS
SEE SHEETS C4.20 & C4.21
FIRE DEPARTMENT CONNECTION
9' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY
EASEMENT
SLOPE EASEMENT
SLOPE EASEMENT
PROPOSED
UNDERGROUND
WATER QUALITY AREA
(SEE SHEET C3.50)
PROPOSED SAND-OIL
INTERCEPTOR
PROPOSED 2" WATER SERVICE
PRIMARY ELECTRIC PER
CITY OF FORT COLLINS
20' DRAINAGE EASEMENT
DRAINAGE EASEMENT
20' DRAINAGE EASEMENT
20' UTILITY EASEMENT
PROPOSED TRAFFIC SIGNAL (TYP.)
(SEE SIGNAL PLANS)
PROPOSED FIRE HYDRANT
PUBLIC ROW OVERHEAD LIGHT
PER CITY OF FORT COLLINS (TYP.)
ONSITE OVERHEAD LIGHT
(SEE ELEC. PLANS, TYP.)
PUBLIC ROW OVERHEAD LIGHT
PER CITY OF FORT COLLINS (TYP.)
PUBLIC ROW OVERHEAD LIGHT
PER CITY OF FORT COLLINS (TYP.)
RELOCATED GAS LINE EXISTING XCEL
GAS TO BE MOVED WITH GRADING
(SEE NOTE 12 AND DRY UTILITY NOTES)
STORM LINE G
SEE SHEET C3.34
PROPOSED ROOF DRAIN
SEE SHEET C3.36
PROPOSED ROOF DRAIN
SEE SHEET C3.36
PROPOSED ROOF DRAIN
SEE SHEET C3.36
STORM LINE A3.1
SEE SHEET C3.30
STORM LINE A3
SEE SHEET C3.30
STORM LINE A
SEE SHEET C3.30
PROPOSED ROOF DRAIN
SEE SHEET C3.32
STORM LINE A13
SEE SHEET C3.32
STORM LINE A14
SEE SHEET C3.32
STORM LINE A7
SEE SHEET C3.31
SANITARY SERVICE
CONNECTION
SEE SHEET C3.10
STORM LINE A7.1
SEE SHEET C3.31
PHASE LIMITS
SEE SHEET C1.10
PHASE LIMITS
SEE SHEET C1.10
SE FRONTAGE ROADPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:12:29 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01
91DETAILED UTILITY PLAN - NORTH20
NORTH0 40'80'
SCALE: 1" = 40'
20'
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
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. 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.
3. 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.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
5. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS
AND POWER LINE ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE FORT
COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION
DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER
EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
10. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
NOTES
1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS
DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND
ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE
PERFORMED BY THE APPROPRIATE UTILITY COMPANY.
2. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL
INSTALL GAS MAINS, SERVICES AND METERS. THE COST OF ALL
SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. THE SERVICE LOCATIONS AS SHOWN ON THIS
DRAWING ARE APPROXIMATE ONLY. FINAL LOCATION TO BE
DETERMINED BY XCEL, BUT SHALL MAINTAIN SPECIFIED
CLEARANCES FROM OTHER UTILITIES.
3. ELECTRIC SERVICE TO BE PROVIDED BY CITY OF FORT COLLINS. THE
CITY SHALL INSTALL SERVICE AND THE TRANSFORMER. THE COST
OF ALL SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. THE SERVICE LOCATION AS SHOWN ON THIS
DRAWING IS APPROXIMATE ONLY. FINAL LOCATION TO BE
DETERMINED BY THE CITY, BUT SHALL MAINTAIN SPECIFIED
CLEARANCES FROM OTHER UTILITIES.
4. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND
INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE
PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
DRY UTILITY NOTES
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
MARS DRIVEEXISTING
BUILDING
TO REMAIN
#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING#230
EXISTING
PROPOSED 8" WATER
SEE SHEET C3.21
NISSAN
DEALERSHIP
BUILDING
KIA
DEALERSHIP
BUILDING
PROPOSED 4"
SANITARY SERVICE
PROPOSED 6" FIRE SERVICE
PROPOSED 4" SANITARY
SERVICE
PROPOSED 2"
WATER SERVICE
EXISTING 24" IRRIGATION
CONNECT TO EXISTING
24" IRRIGATION LATERAL
CONNECT TO EXISTING 6" WATER
PROPOSED 8" WATER
SEE SHEET C3.22
STORM LINE H3
SEE SHEET C3.36
PROPOSED 8" SANITARY
SEE SHEET C3.10
CONNECT TO EXISTING
SANITARY MANHOLE
EXISTING HYDRANT
CONNECT TO EXISTING 6" WATER
EXISTING FIBER OPTIC TO REMAIN
STORM LINE D
SEE SHEET C3.33
STORM LINE B
SEE SHEET C3.33
STORM LINE C
SEE SHEET C3.33
STORM LINE F
SEE SHEET C3.34
PROPOSED 24" IRRIGATION LINE
SEE SHEET C3.40
STORM LINE H
SEE SHEET C3.35
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING
NATURAL HABITAT
BUFFER ZONE
EXISTING SANITARY
EXISTING 8" SANITARY
BIORETENTION POND A2
DETENTION POND A1
CONNECT TO EXISTING
24" IRRIGATION LATERAL
LOT 2
BLOCK 1
PHASE 2
TRACT A
(INCLUDES BLANKET
DRAINAGE EASEMENT
TRACT B
LOT 1
BLOCK 2
PHASE 1
LOT 1
BLOCK 1
PHASE 1
RELOCATED GAS LINE EXISTING XCEL
GAS TO BE MOVED WITH GRADING (SEE
NOTE 12 AND DRY UTILITY NOTES)
EXISTING ELECTRIC TO BE
LOWERED AND RELOCATED
WITH HWY 287 WIDENING
(SEE NOTE 12 AND DRY
UTILITY NOTES)
RELOCATED GAS AND
UNDERGROUND ELECTRIC
(SEE NOTE 12 AND DRY UTILITY NOTES)
PROPOSED TRANSFORMER
PROPOSED 6" FIRE SERVICE
FIRE DEPARTMENT CONNECTION
FIRE DEPARTMENT
CONNECTION
BIORETENTION
POND A3
DETENTION
POND A1
9' UTILITY EASEMENT
9' UTILITY EASEMENT
30' UTILITY EASEMENT
30' UTILITY
EASEMENT
30' UTILITY EASEMENT
20' UTILITY EASEMENT
15' UTILITY EASEMENT
20' IRRIGATION EASEMENT
UTILITY EASEMENT
(WIDTH VARIES)
PROPOSED FIRE HYDRANT
EXISTING SANITARY STUB
TO BE ABANDONED
PROPOSED SAND-OIL
INTERCEPTOR
PROPOSED SAND-OIL
INTERCEPTOR
PROPOSED 2" WATER SERVICE
PRIMARY ELECTRIC PER
CITY OF FORT COLLINS
20' DRAINAGE EASEMENT
60' UTILITY &
DRAINAGE
EASEMENT
15' UTILITY EASEMENT
20' IRRIGATION EASEMENT
20' UTILITY EASEMENT
PROPOSED ROOF DRAIN
SEE SHEET C3.36
VENUS AVENUERELOCATED FIBER-OPTIC
RELOCATED
FIBER-OPTIC
VAULT
10' UTILITY EASEMENT
PROPOSED TRANSFORMER
STORM LINE H4.2
SEE SHEET C3.37
PUBLIC ROW OVERHEAD LIGHT
PER CITY OF FORT COLLINS (TYP.)
PUBLIC ROW OVERHEAD LIGHT
PER CITY OF FORT COLLINS (TYP.)
ONSITE OVERHEAD LIGHT
(SEE ELEC. PLANS, TYP.)
STORM LINE E
SEE SHEET C3.33
PROPOSED 8" SANITARY
SEE SHEET C3.10
STORM LINE G
SEE SHEET C3.34
STORM LINE H
SEE SHEET C3.35
STORM LINE H
SEE SHEET C3.35
STORM LINE H4.3
SEE SHEET C3.37
PROPOSED 24" IRRIGATION LINE
SEE SHEET C3.40
PROPOSED 24" IRRIGATION LINE
SEE SHEET C3.40
STORM LINE H4.2
SEE SHEET C3.37
STORM LINE H4.2-1
SEE SHEET C3.37
PROPOSED 8" WATER
SEE SHEET C3.21
PROPOSED ROOF DRAIN
SEE SHEET C3.36
PROPOSED ROOF DRAIN
SEE SHEET C3.36
PROPOSED ROOF DRAIN
SEE SHEET C3.36
PROPOSED ROOF DRAIN
SEE SHEET C3.35
PROPOSED ROOF DRAIN
SEE SHEET C3.32
SANITARY SERVICE
CONNECTION
SEE SHEET C3.10
SANITARY SERVICE CONNECTION
SEE SHEET C3.10
PHASE LIMITS
SEE SHEET C1.10
PHASE LIMITS
SEE SHEET C1.10
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:12:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.02
91DETAILED UTILITY PLAN - SOUTH21
NORTH0 40'80'
SCALE: 1" = 40'
20'
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
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. 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.
3. 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.
4. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
5. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS
AND POWER LINE ROUTING FOR SITE LIGHTING.
6. WATER AND SEWER SERVICE PROVIDED BY THE FORT
COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION
DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER
EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6'.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
10. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
11. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
12. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
NOTES
1. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS
DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND
ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE
PERFORMED BY THE APPROPRIATE UTILITY COMPANY.
2. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL
INSTALL GAS MAINS, SERVICES AND METERS. THE COST OF ALL
SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. THE SERVICE LOCATIONS AS SHOWN ON THIS
DRAWING ARE APPROXIMATE ONLY. FINAL LOCATION TO BE
DETERMINED BY XCEL, BUT SHALL MAINTAIN SPECIFIED
CLEARANCES FROM OTHER UTILITIES.
3. ELECTRIC SERVICE TO BE PROVIDED BY CITY OF FORT COLLINS. THE
CITY SHALL INSTALL SERVICE AND THE TRANSFORMER. THE COST
OF ALL SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. THE SERVICE LOCATION AS SHOWN ON THIS
DRAWING IS APPROXIMATE ONLY. FINAL LOCATION TO BE
DETERMINED BY THE CITY, BUT SHALL MAINTAIN SPECIFIED
CLEARANCES FROM OTHER UTILITIES.
4. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND
INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE
PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
DRY UTILITY NOTES
STA: 9+50.00
N: 1427816.98
E: 3117518.71
BEGIN ALIGNMENT
EX MH
STA 10+00.00
N: 1427866.87
E: 3117515.47155.3 LF 8" SANITARY15'
15'
MH A1
STA 11+55.34
N: 1428021.88
E: 3117505.39 254.7 LF 8" S
A
N
I
T
A
R
Y
MH A2
STA 14+10.05
N: 1428073.79
E: 3117754.76
343.4 LF 8" SANITARY
MH A3
STA 17+53.50
N: 1428070.21
E: 3118098.19
93°CORE DRILL AND CONNECT TO
EXISTING MH W/ PSX PRESS-SEAL
GASKET OR APPROVED EQUAL
EXISTING 8" SANITARY
EXISTING 8" SANITARY
98°4" PVC @ 2.0%4" PVC @ 2.0%
4" SANITARY CLEANOUT
4" PVC @ 2.0%
4" PVC @ 2.0%
4" PVC @ 2.0%
4" SANITARY CLEANOUT
4" PVC @ 2.0%
168°
STA: 18+00.00
N: 1428069.73
E: 3118144.69
END ALIGNMENT
15'
15'
15'COLLEGE AVE (HWY 287)VENUS AVENUENISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
LOT 2
BLOCK 1
LOT 1
BLOCK 1
UTILITY & DRAINAGE
EASEMENT (WIDTH VARIES)
60' UTILITY
& DRAINAGE
EASEMENT
EXISTING
BUILDING
TO REMAIN
18+00
9+5010+0011+0012+00
13+00
14+00 15+00 16+00 17+00
BLDG CONNECTION
INV.=5015.00
4'' TEE
INV.=5014.71
BLDG CONNECTION
INV.=5017.25
45° BEND W/ CO
INV.=5016.34
45° BEND
INV.=5016.12
FFE=5020.00
FFE=5022.25
SAND OIL INTERCEPTER
N:1428230.68 (CENTER)
E:3118087.37 (CENTER)
(SEE MECH. PLANS)
SAND OIL INTERCEPTER
N:1427981.37 (CENTER)
E:3118090.51 (CENTER)
(SEE MECH. PLANS)
SEE MECH. PLANS
FOR SERVICE LINES
TO INTERCEPTOR
SEE MECH. PLANS
FOR SERVICE LINES
TO INTERCEPTOR
4'' TEE
INV.=5017.02
CLEANOUT
INV.=5012.40
4" PVC @ 2.0%DROP CO
INV. IN=5015.62 (S)
INV. OUT=5011.29 (N)4" PVC @ 2.0%
SANITARY A PROFILE
STA: 9+50 - STA: 18+00
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00EX MHSTA: 10+00.00RIM 5011.3±INV. IN 5004.20 (N)INV. IN 5003.20 (E)INV. OUT 5003.10 (SW)155.3 LF 8" PVC @ 0.50%MH A1STA: 11+55.34RIM 5011.9±INV. IN 5005.18 (E)INV. OUT 5004.98 (S)254.7 LF 8" PVC @ 0.50%MH A2STA: 14+10.05RIM 5015.6±INV. IN 5006.65 (E)INV. OUT 5006.45 (W)343.4 LF 8" PVC @ 1.00%MH A3STA: 17+53.50RIM 5020.5±INV. IN 5011.50 (N)INV. IN 5010.84 (S)INV. OUT 5010.09 (W)STA: 16+52.88INV.= 5013.61PROP. 24" STORMSTA: 14+66.72INV.= 5010.32PROP. 24" STORMGROUNDWATER BARRIER
(SEE DETAILS)GROUNDWATER BARRIER
(SEE DETAILS)
CORE DRILL AND CONNECT TO
EXISTING MH W/ PSX PRESS-SEAL
GASKET OR APPROVED EQUAL
PROPOSED GRADE
@ PIPE CENTERLINE
EXISTING GROUND
STA: 14+43.84INV.= 5011.95PROP. UG ELECTRICSTA: 14+21.31INV.= 5009.19PROP. 8" WATERSTA: 13+87.05INV.= 5012.08PROP. UG ELECTRICGROUNDWATER BARRIER
(SEE DETAILS)
18"
MIN.
EXISTING 8" SANITARY PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
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 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. 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.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNER'S PRIOR TO CONSTRUCTION. A RIGHT-OF-WAY WORK
PERMIT FROM THE CITY OF FORT COLLINS SHALL BE OBTAINED
FOR CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY.
5. ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
6. MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN
SANITARY & WATERLINES IS 10 FEET.
7. WATER MAINS CROSSING OVER A SANITARY OR STORM SEWER
SHALL MAINTAIN AN 18" VERTICAL EDGE TO EDGE CLEARANCE.
WATER MAINS CLOSER THAN 18" OR UNDER SEWERS SHALL BE
ENCASED.
8. SANITARY SEWER MAIN AND SERVICES SHALL BE SDR-35 PVC.
9. ALL MANHOLES SHALL HAVE THE CONICAL (TOP) SECTION OF
THE MANHOLE ROTATED SO THAT THE RIM AND LID ARE
LOCATED AWAY FROM CURB AND GUTTER, TOWARD THE CROWN
OF THE ROAD.
10. REFER TO WATER AND STORM PLAN AND PROFILES PLANS FOR
CROSSING INFORMATION OF SANITARY SEWER SERVICES.
11. ALL CLEANOUTS IN PAVED AREAS SHALL BE TRAFFIC RATED.
NOTES
LEGEND
PROPOSED BUILDING
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
0 50'100'
SCALE: 1" = 50'
25'NORTH1" = 50'
1" = 5'9/14/202210:12:58 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.1X - SANITARY PLAN & PROFILES.DWGC3.1X - SANITARY PLAN & PROFILES####C3.10
91SANITARY SEWER PLAN & PROFILE - LINE A22
STA: 9+50.00
N: 1427928.07
E: 3117799.81
BEGIN ALIGNMENT
STA: 10+00.00
CONNECT TO EXIST. 6" TEE
W/8" INCREASER
N=1427977.66
E=3117793.41
STA: 10+11.02
8" 45° BEND
N=1427988.59
E=3117792.00
STA: 10+23.47
8" 45° BEND
N=1427996.19
E=3117782.14
STA: 10+71.60
8" X 8" TEE
8" GATE VALVES (N&E)
N=1428043.32
E=3117772.33
11.0 LF 8" WATER
12.4 LF 8" WATER
STA: 12+00.00
8" X 6" SWIVEL TEE
6" GATE VALVE (W)
N: 1428169.02
E: 3117746.17
STA. 12+00.00, (-34.42' L)
F.H. ASSEMBLY
N: 1428162.01
E: 3117712.48
77.8 LF 8" W
A
T
E
R
STA: 12+77.81
8" 11.25° BEND
N=1428245.20
E=3117730.32 STA: 14+01.28
8" X 6" SWIVEL TEE
6" GATE VALVE (E)
N: 1428366.96
E: 3117748.28
STA: 13+84.28
8" X 6" TEE
6" GATE VALVE (E)
N: 1428350.26
E: 3117745.11
5.0 LF 8" WATER 12.0 LF 8" WATER
13.0 LF 8" WATER
STA: 13+89.28
2" TAPPING SADDLE
N=1428355.17
E=3117746.04
STA: 14+14.27
8" 22.5° BEND
N=1428379.72
E=3117750.70
11
1
.
3
L
F
8
"
W
A
T
E
R
STA: 15+25.58
8" 11.25° BEND
N=1428472.81
E=3117811.72
MATCHLINESEE SHEET C3.21STA. 14+74.86, (140.87' R)
F.H. ASSEMBLY
N: 1428353.17
E: 3117901.74
3
8
4
.
7
L
F
8
"
W
A
T
E
R
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
LOT 1
RISING SON MANOR
SUBDIVISION
KIA DEALERSHIP
BUILDING
FFE = 5022.25
#5822
EXISTING
#5828
EXISTING
#5817
EXISTING
V
E
N
U
S
A
V
E
N
U
E
VENUS AVENUE
STA: 13+84.28 (69.56', R)
6" 11.25° BEND
N: 1428337.29
E: 3117813.45
STA: 14+28.32 (67.85', R)
6" 11.25° BEND
N: 1428354.27
E: 3117815.15
64.5 LF
6" FIRE SERVICE
63.0 LF
6" FIRE SERVICE
STA: 13+89.28 (37.30', R)
2" WATER METER
N: 1428348.22
E: 3117782.69
120.0 LF
6" FIRE SERVICE 86.6 LF
6" FIRE SERVICE
8" WATER - PRIVATE DRIVE
(SEE SHEET C3.22)
8" SANITARY
(SEE SHEET C3.10)MILKY WAY#200
EXISTING
#206
EXISTING
#214
EXISTING
BUILDING FIRE SERVICE
CONNECTION
BUILDING WATER
SERVICE CONNECTION
STA: 13+03.72
8" 11.25° BEND
N=1428271.11
E=3117730.09
9+50 10+00
11+00
12+00
13+00
14+00
15
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
1
9
+
0
0
25.9 LF 8" WATER
80.6 LF 8"
W
A
T
E
R
128.4 LF 8"
W
A
T
E
R
48.1 LF 8" WATER
WATER - VENUS PROFILE
STA: 9+50 - STA: 16+00
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00STA = 10+00.00INV. = 5006.96CONNECT TO EXIST.6" TEE W/8" INCREASERSTA = 10+11.02INV. = 5007.208" 45° BENDSTA = 10+23.47INV. = 5007.478" 45° BENDSTA = 10+44.03INV. = 5007.918" 22.5° BEND (VERT.)STA = 10+48.47INV. = 5006.188" 22.5° BEND (VERT.)STA = 10+66.67INV. = 5006.648" 45° BEND (VERT.)STA = 10+68.64INV. = 5008.618" 45° BEND (VERT.)STA: 11+02.60INV.= 5006.76PROP. 8" SANITARYSTA: 10+57.88INV.= 5009.22PROP. 45" X 29" HERCP2.16%
-5.1
0
%
1.39%
-2.18%
18"
MIN.
18" MIN.STA = 10+71.60INV. = 5008.668" X 8" TEE8" GATE VALVES (N&E)STA = 12+00.00INV. = 5010.448" X 6" SWIVEL TEE6" GATE VALVE (W)STA = 12+77.81INV. = 5008.578" 11.25° BENDSTA: 13+44.28INV.= 5008.76PROP. 15" STORM18" MIN.STA = 13+84.28INV. = 5004.258" X 6" TEE6" GATE VALVE (E)STA = 14+01.28INV. = 5003.388" X 6" SWIVEL TEE6" GATE VALVE (E)STA = 13+89.28INV. = 5003.992" TAPPING SADDLESTA = 14+14.27INV. = 5002.728" 22.5° BENDSTA = 15+25.58INV. = 4997.048" 11.25° BEND8" C
9
0
0
D
R
1
8
P
V
C
W
A
T
E
R
L
I
N
E
EXISTING GROUND
PROPOSED GRADE
@ PIPE CENTERLINE
MATCHLINE - SEE SHEET C3.21STA = 13+03.72INV. = 5007.738" 11.25° BENDPROVIDE STEEL CASING PIPE
FOR LOWERED WATER MAIN
(SEE DETAILS)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:13:22 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.20
91WATER PLAN & PROFILE - VENUS AVENUESTA 9+50 - STA 16+0023
NOTES
LEGEND
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
THRUST BLOCK
GATE VALVE
FDC
PROPOSED BUILDING
CURB & GUTTER
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
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. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS
LOVELAND WATER DISTRICT STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE
DRAWINGS.
6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE
CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY
RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARDS AND SPECIFIED LENGTHS. ALL FIRE HYDRANT LEADS
AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT
RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS
SHALL BE INSTALLED WITH THRUST BLOCKS.
9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL
FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE
LONGEST LENGTH.
10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED
WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER
SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO
THE BACKFLOW PREVENTION DEVICE.
0 50'100'
SCALE: 1" = 50'
25'
NORTH
LOT 1LOT 2MATCHLINESEE SHEET C3.20 384.7 LF 8" WATER
VENUS AVENUE
24.5 LF 8" WATER
144.
1
L
F
8
"
W
A
T
E
R
1
0
8
.
5
L
F
8
"
W
A
T
E
R
23.3 LF 8" WATER
STA: 19+34.73
8" 22.5° BEND
N=1428759.65
E=3118103.49
STA: 19+10.26
8" X 6" SWIVEL TEE
6" GATE VALVE (SE)
N: 1428742.50
E: 3118086.04
STA. 19+10.26, (23.72' R)
F.H. ASSEMBLY
N: 1428725.58
E: 3118102.67
STA. 21+02.06, (-33.31' L)
F.H. ASSEMBLY
N: 1428846.00
E: 3118261.02
STA: 21+02.06
8" X 6" SWIVEL TEE
6" GATE VALVE (N)
N: 1428812.70
E: 3118260.57
STA: 20+78.81
8" 22.5° BEND
N=1428813.01
E=3118237.32
STA: 22+50.00
N: 1428810.73
E: 3118408.50
END ALIGNMENT
STA: 22+10.54
14" X 8" WET TAP W/ T.B.
8" GATE VALVE (W)
N=1428811.26
E=3118369.04 COLLEGE AVENUE (HWY 287)B
U
E
N
O
D
R
I
V
E
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
2
2
+
5
0
11+0012+0013+0014+0015+00 16+00 17+00 18+00 19+00
20+0
0
2
1
+
0
0
2
2
+
0
0
WATER - VENUS PROFILE
STA: 16+00 - STA: 22+50
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50MATCHLINE - SEE SHEET C3.208" C900 DR18
P
V
C
W
A
T
E
R
L
I
N
E
EXISTING GROUND
PROPOSED GRADE
@ PIPE CENTERLINE
STA = 17+02.97INV. = 4990.548" 22.5° BEND (VERT.)STA = 17+11.09INV. = 4986.998" 22.5° BEND (VERT.)STA = 17+49.72INV. = 4986.758" 22.5° BEND (VERT.)STA = 17+58.52INV. = 4990.468" 22.5° BEND (VERT.)-2.50%
1.79%
-0.02%
18" MIN.STA: 17+17.79INV.= 4989.46PROP. 18" STORMSTA: 17+47.25INV.= 4991.59PROP. 15" STORMSTA = 19+10.26INV. = 4993.188" X 6" SWIVEL TEE6" GATE VALVE (SE)STA = 19+34.73INV. = 4993.628" 22.5° BENDSTA = 21+02.06INV. = 4995.648" X 6" SWIVEL TEE6" GATE VALVE (N)STA = 20+78.81INV. = 4995.628" 22.5° BENDSTA = 22+10.54INV. = 4995.5814" X 8" WET TAP W/ T.B.8" GATE VALVE (W)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:13:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.21
91WATER PLAN & PROFILE - VENUS AVENUESTA 16+00 - STA 22+5024
NOTES
LEGEND
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
THRUST BLOCK
GATE VALVE
FDC
PROPOSED BUILDING
CURB & GUTTER
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
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. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS
LOVELAND WATER DISTRICT STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE
DRAWINGS.
6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE
CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY
RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARDS AND SPECIFIED LENGTHS. ALL FIRE HYDRANT LEADS
AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT
RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS
SHALL BE INSTALLED WITH THRUST BLOCKS.
9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL
FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE
LONGEST LENGTH.
10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED
WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER
SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO
THE BACKFLOW PREVENTION DEVICE.
0 50'100'
SCALE: 1" = 50'
25'NORTH
LOT 24
LOT 25
LOT 26
LOT 27
KIA DEALERSHIP
BUILDING
FFE = 5022.25
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
LOT 1
RISING SON MANOR
SUBDIVISION
STA: 29+50.00
N: 1428032.82
E: 3117723.45
BEGIN ALIGNMENT
STA: 30+00.00
8" X 8" TEE
8" GATE VALVES (N&E)
N: 1428043.32
E: 3117772.33
STA: 30+90.15
8" 11.25° BEND
N=1428061.68
E=3117860.59
90.1 LF 8" W
A
T
E
R
232.5 LF 8" WATER
24.6 LF 8" WATER
10.0 LF 8" WATER
63.7 LF 8" WATER
28.7 LF 8" WATER
23.1 LF 8" WATER
STA: 33+22.65
8" 11.25° BEND
N=1428059.27
E=3118093.08
51.8 LF 8" WATER
STA: 33+52.53
2" TAPPING SADDLE
N=1428053.42
E=3118122.38
STA: 33+74.45
8" X 6" TEE
6" GATE VALVE (S)
N=1428049.13
E=3118143.88
STA: 33+99.10
8" X 6" SWIVEL TEE
6" GATE VALVE (S)
N=1428044.31
E=3118168.05
STA: 34+09.10
8" 11.25° BEND
N=1428042.35
E=3118177.86
STA: 34+72.83
8" 45° BEND
N=1428042.31
E=3118241.59
STA: 35+01.57
8" 45° BEND
N=1428021.98
E=3118261.90
STA: 35+50.42
N: 1428021.98
E: 3118310.75
END ALIGNMENT
STA: 35+24.68
CONNECT TO EXISTING 6" STUB
WITH 8"x6" REDUCER
N=1428021.96
E=3118285.01
STA. 34+04.64, (40.14' R)
F.H. ASSEMBLY
N: 1428003.86
E: 3118165.63
STA: 33+57.00 (33.22', R)
2" WATER METER
N: 1428019.97
E: 3118120.26
BUILDING WATER SERVICE
CONNECTION
BUILDING FIRE SERVICE
CONNECTION 83 LF 6" FIRE SERVICE
86 LF 2" WATER SERVICE COLLEGE AVENUE (HWY 287)SMOKEY ST.VENUS DRIVE35+50
29+50
30+00
31+00 32+00 33+00
34+00
3
5
+
0
0
WATER - PRIVATE DRIVE PROFILE
STA: 29+50 - STA: 35+50
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50
8" C900 DR
1
8
P
V
C
W
A
T
E
R
L
I
N
E
EXISTING GROUND
PROPOSED GRADE
@ PIPE CENTERLINESTA = 30+00.00INV. = 5008.668" X 8" TEE8" GATE VALVES (N&E)STA = 30+35.21INV. = 5008.628" 22.5° BEND (VERT.)STA = 30+51.83INV. = 5008.848" 22.5° BEND (VERT.)STA = 30+49.72INV. = 5007.968" 22.5° BEND (VERT.)STA = 30+37.02INV. = 5007.878" 22.5° BEND (VERT.)STA: 30+43.43INV.= 5010.26PROP. 18" STORM18" MIN.STA = 32+15.57INV. = 5012.828" 22.5° BEND (VERT.)STA = 32+20.05INV. = 5011.028" 22.5° BEND (VERT.)STA = 32+34.21INV. = 5011.228" 22.5° BEND (VERT.)STA = 32+39.10INV. = 5013.248" 22.5° BEND (VERT.)18" MIN.STA: 32+27.21INV.= 5013.50PROP. 24" STORMSTA = 30+90.15INV. = 5009.808" 11.25° BENDSTA = 33+22.65INV. = 5013.158" 11.25° BENDSTA = 33+52.53INV. = 5013.122" TAPPING SADDLESTA: 33+27.70INV.= 5011.08PROP. 4" SANITARYSTA = 33+74.45INV. = 5013.108" X 6" TEE6" GATE VALVE (S)STA = 33+99.10INV. = 5013.088" X 6" SWIVEL TEE6" GATE VALVE (S)STA = 34+27.38INV. = 5013.058" 22.5° BEND (VERT.)STA = 34+32.87INV. = 5010.818" 22.5° BEND (VERT.)STA = 34+61.57INV. = 5010.978" 22.5° BEND (VERT.)STA = 34+66.92INV. = 5013.268" 22.5° BEND (VERT.)18" MIN.STA: 34+39.07INV.= 5013.19PROP. 24" STORMSTA: 34+57.76INV.= 5014.31PROP. 24" IRRG. BYPASSSTA = 34+72.83INV. = 5013.348" 45° BENDSTA = 34+09.10INV. = 5013.078" 11.25° BENDSTA = 35+01.57INV. = 5013.758" 45° BENDSTA = 35+24.69INV. = 5014.08CONNECT TO EXIST. 6" STUBWITH 8" X 6" REDUCERSTA: 34+97.96INV.= 5016.7±RELOCATED GASSTA: 35+15.87INV.= 5017.08PROP. ELECTRIC1.43%
-0.09%
2.43%
-0.10%
18" MIN.PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:13:35 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.22
91WATER PLAN & PROFILE - PRIVATE DRIVESTA 29+50 - STA 35+5025
NOTES
LEGEND
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
THRUST BLOCK
GATE VALVE
FDC
PROPOSED BUILDING
CURB & GUTTER
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
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. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY SERVICES
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDINGS SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. ALL WATERLINE CONSTRUCTION SHALL BE PER FORT COLLINS
LOVELAND WATER DISTRICT STANDARD CONSTRUCTION
SPECIFICATIONS, LATEST EDITION.
5. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6' UNLESS OTHERWISE NOTED ON THESE
DRAWINGS.
6. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 DR18 PVC.
WATER SERVICES UP TO 2" SHALL BE TYPE K COPPER.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. BENDS AND FITTINGS ON ALL NEW WATER MAIN (EXCEPT WHERE
CONNECTING TO EXISTING MAINS) SHALL USE MECHANICALLY
RESTRAINED JOINTS PER FORT COLLINS-LOVELAND WATER DISTRICT
STANDARDS AND SPECIFIED LENGTHS. ALL FIRE HYDRANT LEADS
AND FIRE SERVICES TO BUILDINGS SHALL BE INSTALLED WITH JOINT
RESTRAINTS PER THE SAME REQUIREMENTS. WET TAP LOCATIONS
SHALL BE INSTALLED WITH THRUST BLOCKS.
9. WHERE RESTRAINED JOINTS FOR HORIZONTAL AND VERTICAL
FITTINGS OVERLAP RESTRAINTS SHALL BE EXTENDED USING THE
LONGEST LENGTH.
10. BACKFLOW PREVENTION FOR WATER SERVICES SHALL BE PROVIDED
WITHIN EACH BUILDING AND NO CONNECTIONS TO THE WATER
SERVICES (INCLUDING IRRIGATION TAPS) SHALL BE MADE PRIOR TO
THE BACKFLOW PREVENTION DEVICE.
0 50'100'
SCALE: 1" = 50'
25'NORTH
FOSSI
L
C
R
E
E
K
T
R
AI
L
VENUS AVENUEFES A1
STA 10+00.00
N: 1428683.95
E: 3117879.14
STMH A2
STA 10+91.60
N: 1428613.61
E: 3117937.83
BASIN A4
STA 11+84.48
N: 1428568.76
E: 3118019.15
BASIN A5
STA 13+16.46
N: 1428661.29
E: 3118113.27
UNDERGROUND WQ &
DETENTION SYSTEM
9
+
7
5
1
0
+
0
0
11+
0
0
12+0013+0014+0014+00
STORM LINE A3.1
SEE THIS SHEET
FOR PROFILE
STORM LINE A7
SEE SHEET C3.31
FOR PROFILE
STA: 9+75.00
N: 1428703.14
E: 3117863.13
BEGIN ALIGNMENT STA: 14+00.00
N: 1428660.26
E: 3118196.81
END ALIGNMENT
STMH A3
STA 11+54.56
N: 1428583.21
E: 3117992.96
STORM LINE A3
SEE THIS SHEET
FOR PROFILE BASIN A6
STA 13+54.30
N: 1428660.77
E: 3118151.11
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
STORM LINE A11
SEE SHEET C3.32
FOR PROFILE
(
P
U
B
L
I
C
)
(PU
B
L
I
C
)
(PRIVATE)(PRIVATE)9
1
.
6
L
F
1
8
"
S
T
O
R
M
132.0 LF 8" STORM63.0
L
F
1
8
"
S
T
O
R
M
29.9 LF 8" STORM
37.8 LF
8" STORM
(PRIVATE)
5'(W) x 7'(L) TYPE L RIPRAP PAD STORM LINE A7.1
SEE SHEET C3.31
FOR PROFILE
STORM LINE A PROFILE
STA: 9+50 - STA: 14+00
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
EXISTING GROUND
PROPOSED GRADE STMH A2STA: 10+91.60RIM 4996.8±INV. IN 4989.40 (SE)INV. OUT 4988.97 (NW)63.0 LF 18" CLASS III RCP @ 0.50%STMH A3STA: 11+54.56RIM 5000.0±INV. IN 4989.71 (NE)INV. IN 4995.19 (SE)INV. OUT 4989.71 (NW)29.9 LF 8" HDPE
@ 5.00%BASIN A4STA: 11+84.48RIM 5011.3±INV. IN 4998.37 (NE)INV. OUT 4996.69 (NW)132.0 LF 8" HDPE @ 0.50%BASIN A5STA: 13+16.46RIM 5007.4±INV. IN 5000.06 (E)INV. IN 4999.04 (N)INV. OUT 4999.04 (SW)37.8 LF 8" HDPE
@ 0.50%BASIN A6STA: 13+54.30RIM 5008.1±INV. IN 5000.25 (E)INV. IN 5000.25 (S)INV. OUT 5000.25 (W)FES A1STA: 10+00.00INV. 4982.00STA: 11+04.12INV.= 4987.60PROP. 8" WATER18"
MIN.STA: 10+70.55INV.= 4993.32PROP. UG ELECTRICSTA: 11+29.51INV.= 4993.25PROP. UG ELECTRIC91.6 LF 18" CLASS III RCP @ 7.61
%
100-YR HGL
COORDINATE PIPE LOCATION
W/ STRUCTURAL WALL
TYPE L RIPRAP
STORM LINE A3 PROFILE
STA: 9+50 - STA: 11+00
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+50 10+00 10+50 11+00
12.1 LF 18" HDPE
@ 0.50%
UNDERGROUND
WQ SYSTEM
4.8 LF 24" HDPE
@ 0.20%
EXISTING GROUND
PROPOSED GRADESTMH A3STA: 10+00.00RIM 5000.0±INV. IN 4989.71 (NE)INV. IN 4995.19 (SE)INV. OUT 4989.71 (NW)STMH A3.1 (DIVERSION MH)STA: 10+12.13RIM 5000.0±INV. IN 4990.95 (NW)INV. IN 4989.77 (NE)INV. OUT 4989.77 (SW)(SEE SHEET C3.50)100-YR HGL
STORM LINE A
SEE THIS SHEET
STMH A3
STA 10+00.00
N: 1428583.21
E: 3117992.96
12.1 LF 18" STORM
STMH A3.1
STA 10+12.13
N: 1428591.78
E: 3118001.53
4.8 LF 24" STORM
STA: 9+75.00
N: 1428565.65
E: 3117975.16
BEGIN ALIGNMENT VENUS AVENUESTA: 10+75.00
N: 1428635.86
E: 3118046.37
END ALIGNMENT
STORM LINE A11
SEE SHEET C3.32
FOR PROFILE
STORM LINE A7
SEE SHEET C3.31
FOR PROFILE
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
UNDERGROUND
WQ & DETENTION
SYSTEM
9+7510+0010+75(PRIVATE)
(PRIVATE)
9
+
7
5
1
0
+
0
0
1
1
+
0
0
VENUS AVENUESTA: 11+00.00
N: 1428664.94
E: 3117933.70
END ALIGNMENT
STA: 9+75.00
N: 1428571.94
E: 3118016.93
BEGIN ALIGNMENT
INLET A3.3
STA 10+80.68
5
4
.
3
L
F
1
5
"
S
T
O
R
M
INLET A3.2
STA 10+26.34
26.2 LF
18" STORM
STMH A3.1
STA 10+00.12
N: 1428591.78
E: 3118001.53
TBC EL = 4996.62
N = 1428653.94
E = 3117952.46
TBC EL = 4996.62
N = 1428645.99
E = 3117944.37
TBC EL = 4996.60
N = 1428617.58
E = 3117988.21
TBC EL = 4996.60
N = 1428609.63
E = 3117980.13
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
(P
U
B
L
I
C
)
(PUBLIC)
STORM LINE A3.1 PROFILE
STA: 9+50 - STA: 11+50
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+5010+0010+5011+0011+50
PROPOSED GRADE
EXISTING GROUNDINLET A3.3STA: 10+80.68INV. 4991.75INLET A3.2STA: 10+26.34INV. IN 4991.48 (NW)INV. OUT 4991.08 (SE)STMH A3.1 (DIVERSION MH)STA: 10+00.12RIM 5000.0±INV. IN 4990.95 (NW)INV. IN 4989.77 (NE)INV. OUT 4989.77 (SW)54.3 LF 15" CLASS III RCP
@ 0.50%26.2 LF 18"
CLASS III RCP
@ 0.50%STA: 10+50.00INV.= 4989.81PROP. 8" WATER18"
MIN.
100-YR HGL
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:14:12 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.30
91STORM SEWER PLAN & PROFILELINE A, LINE A3 & LINE A3.126
0 50'100'
SCALE: 1" = 50'
25'NORTHNORTHNORTH
COLLEGE AVE (HWY 287)
V
E
N
U
S
A
V
E
N
U
E
STA: 9+75.00
N: 1428635.94
E: 3118163.88
BEGIN ALIGNMENT
STA: 11+00.00
N: 1428759.58
E: 3118145.48
END ALIGNMENT
INLET A8
STA 10+69.86
INLET A7
STA 10+00.00
N: 1428660.67
E: 3118160.20
TBC EL = 5006.04
N = 1428733.77
E = 3118154.02
TBC EL = 5006.04
N = 1428727.73
E = 3118144.43
STORM LINE A10
SEE THIS SHEET
STORM LINE A11
SEE SHEET C3.32
FOR PROFILE
STORM LINE A
SEE SHEET C3.30
FOR PROFILE
STORM LINE A3.1
SEE SHEET C3.30
FOR PROFILE
UNDERGROUND WQ &
DETENTION SYSTEM
(PRIVATE)
51.1 LF 24" STORM (PRIVATE)
18.8 LF 24" STORM
STMH A7.1
STA 10+00.00
9+75 10+00
11+0011+00
STORM LINE A7 PROFILE
STA: 9+50 - STA: 11+00
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
9+50 10+00 10+50 11+00
EXISTING GROUND
PROPOSED GRADE
18.8 LF 24" HDPE
@ 0.50%INLET A8STA: 10+69.86INV. 5000.62100-YR HGL
51.1 LF 24" HDPE
@ 0.50%STMH A7.1STA: 10+00.00RIM 5007.5±INV. IN 5000.36 (N)INV. IN 5001.82 (W)INV. OUT 5000.36 (S)INLET A7STA: 10+00.00RIM 5008.1±INV. IN 5000.27 (E)INV. IN 5000.27 (N)INV. OUT 5000.27 (W)INV. OUT 5000.27 (S)STORM LINE A10 PROFILE
STA: 9+50 - STA: 12+00
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0010+5011+0011+5012+00
EXISTING GROUND
PROPOSED GRADEINLET A12STA: 11+55.07INV. 5006.0517.9 LF 12" HDPE
@ 0.50%BASIN A11STA: 11+37.14RIM 5011.9±INV. IN 5005.96 (NW)INV. OUT 5005.96 (E)137.1 LF 12" HDPE @ 0.50%BASIN A10STA: 10+00.00RIM 5011.5±INV. IN 5005.28 (W)INV. OUT 5000.51 (N)INV. OUT 5000.51 (E)100-YR HGLVENUS AVENUE9+7510+00
11+00
1
1
+
7
5
STA: 9+75.00
N: 1428580.42
E: 3118147.54
BEGIN ALIGNMENT
STA: 11+75.00
N: 1428579.43
E: 3117961.29
END ALIGNMENT
INLET A12
STA 11+55.07 17.9 LF 12" STORM
PRIVATE
BASIN A11
STA 11+37.14
N: 1428552.44
E: 3117987.82
TBC EL = 5011.48
N = 1428568.75
E = 3117977.06
TBC EL = 5011.64
N = 1428561.16
E = 3117969.34
137.1 LF 12" ST
O
R
M
(PRIVATE)
BASIN A10
STA 10+00.00
N: 1428576.11
E: 3118122.91
STORM LINE A
SEE SHEET C3.30
FOR PROFILE
STORM LINE A3.1
SEE SHEET C3.30
FOR PROFILE
STORM LINE A
SEE SHEET C3.30
FOR PROFILE
UNDERGROUND WQ &
DETENTION SYSTEM
9+50
10+00
1
1
+
0
0
STORM LINE A7.1 PROFILE
STA: 9+50 - STA: 11+00
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0010+5011+00
18.0 LF 18" HDPE
@ 0.50%BASIN A7.2STA: 10+48.48RIM 5006.8±INV. IN 5002.07 (NW)INV. OUT 5002.07 (E)48.5 LF 18" HDPE
@ 0.50%INLET A7.3STA: 10+66.44INV. OUT 5002.16 (SE)STMH A7.1STA: 10+00.00RIM 5007.5±INV. IN 5000.36 (N)INV. IN 5001.82 (W)INV. OUT 5000.36 (S)EXISTING GROUND
PROPOSED GRADE
100-YR HGL
UNDERGROUND WQ &
DETENTION SYSTEM
STORM LINE A13
SEE THIS SHEET
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
NISSAN
DEALERSHIP
BUILDING
FFE = 5020.00
VENUS
A
V
E
N
U
E
STA: 9+50.00
N: 1428686.50
E: 3118207.22
BEGIN ALIGNMENT
STA: 11+00.00
N: 1428709.06
E: 3118073.65
END ALIGNMENT
STMH A7.1
STA 10+00.00
48.5 LF 18" STORM
(PRIVATE)
BASIN A7.2
STA 10+48.48
18.0 LF 18" STORM
(PRIVATE)
INLET A7.3
STA 10+66.44
TBC EL = 5006.55
N = 1428688.63
E = 3118099.00
TBC EL = 5006.82
N = 1428681.04
E = 3118091.29
9+50
10+00
1
1
+
0
0
STORM LINE A7
SEE THIS SHEET
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:14:29 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.31
91STORM SEWER PLAN & PROFILELINE A7, A7.1 & LINE A1027
0 50'100'
SCALE: 1" = 50'
25'
NORTH
NORTHNORTH
COLLEGE AVE (HWY 287)
NISSAN
DEALERSHIP
BUILDING
FFE = 5020.00
V
E
N
U
S
A
V
E
N
U
E
9+7510+0011+00
12+00
STA: 9+75.00
N: 1428594.10
E: 3118159.53
BEGIN ALIGNMENT
STA: 12+00.00
N: 1428382.04
E: 3118128.94
END ALIGNMENT
INLET A13
STA 9+93.41
N: 1428575.70
E: 3118159.24
145.4 LF 15" STORM
(PRIVATE)
STMH A14
STA 11+38.84
N: 1428430.29
E: 3118156.97
3
6
.
2
L
F
6"
S
T
O
R
M
6'' 45° BEND
STA 11+75.05
N: 1428406.99
E: 3118129.26
CONNECT TO DOWNSPOUT
STA 11+81.85 6.8 LF 6" STORM
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
STORM LINE A7
SEE SHEET C3.31
FOR PROFILE
STORM LINE A14
SEE THIS SHEET
STORM LINE A
SEE SHEET C3.30
FOR PROFILE
STORM LINE A3
SEE SHEET C3.30
FOR PROFILE
STORM LINE A3.1
SEE SHEET C3.30
FOR PROFILE
UNDERGROUND WQ &
DETENTION SYSTEM(
P
R
I
V
A
T
E
)
STORM LINE A7.1
SEE SHEET C3.31
FOR PROFILE
STORM LINE A13 PROFILE
STA: 9+75 - STA: 12+50
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+7510+0010+5011+0011+5012+0012+50
EXISTING GROUND
PROPOSED GRADECONNECT TO DOWNSPOUTSTA: 11+81.85INV. 5016.006'' 45° BENDSTA: 11+75.05INV.5015.66STMH A14STA: 11+38.84RIM 5018.6±INV. IN 5012.09 (E)INV. IN 5013.85 (SW)INV. OUT 5012.09 (N)145.4
L
F
1
5
"
H
D
P
E
@
4
.
3
0
%INLET A13STA: 9+93.41RIM 5011.6±INV. IN 5000.44 (W)INV. IN 5005.84 (S)INV. OUT 5000.44 (E)INV. OUT 5000.44 (N)36.2 LF 6" HDPE
@ 5.00%
6.8 LF 6" HDPE
@ 5.00%
100-YR HGL
STORM LINE A14 PROFILE
STA: 9+50 - STA: 11+50
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+50 10+00 10+50 11+00 11+50
64.0 LF 12" HDPE
@ 0.50%STMH A14STA: 10+00.00RIM 5018.6±INV. IN 5012.09 (E)INV. IN 5013.85 (SW)INV. OUT 5012.09 (N)BASIN A14.1STA: 10+64.02RIM 5017.7±INV. IN 5012.41 (E)INV. OUT 5012.41 (W)INLET A14.2STA: 10+94.10INV.5012.5630.1 LF 12" HDPE
@ 0.50%
EXISTING GROUND
PROPOSED GRADE
100-YR HGL COLLEGE AVE (HWY 287)NISSAN
DEALERSHIP
BUILDING
FFE = 5020.00
STORM LINE A13
SEE THIS SHEET
STA: 9+75.00
N: 1428430.60
E: 3118131.97
BEGIN ALIGNMENT
STA: 11+25.00
N: 1428452.04
E: 3118277.64
END ALIGNMENT
STMH A14
STA 10+00.00
N: 1428430.29
E: 3118156.97
64.0 LF 12" STORM
BASIN A14.1
STA 10+64.02
N: 1428429.47
E: 3118220.99
30.1 LF 12" STORM
(PRIVATE)
INLET A14.2
STA 10+94.10
TBC EL = 5017.00
N = 1428438.94
E = 3118250.58
TBC EL = 5016.93
N = 1428442.37
E = 3118250.65
STORM LINE A10
SEE SHEET C3.31
FOR PROFILE
UNDERGROUND WQ &
DETENTION SYSTEM
11+25
9+75 10+00 11+00
(PRIVATE)
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:14:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.32
91STORM SEWER PLAN & PROFILELINE A13 & LINE A1428
0 50'100'
SCALE: 1" = 50'
25'
NORTH
NORTH
MILKY WAY
MARS DRIVEMERCURY DRIVE#214
EXISTING
#218
EXISTING
#5836EXISTING#5835EXISTING#224
EXISTING#230
EXISTING
DETENTION
POND A1
BIORETENTION
POND A2LANG GULCH
DETENTION
POND A1
OUTLET B3
STA 11+09.65
N: 1427798.26
E: 3117491.30
STA: 9+75.00
N: 1427860.69
E: 3117371.99
BEGIN ALIGNMENT
STA: 11+50.00
N: 1427779.58
E: 3117527.06
END ALIGNMENT
STORM LINE C
SEE THIS SHEET
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
BASIN B2
STA 10+30.00
N: 1427835.19
E: 3117420.73
LEVEL SPREADER B1
STA 10+00.00
N: 1427849.10
E: 3117394.15
35' LEVEL SPREADER
(SEE DETAILS)
9+7
5
10+
0
0
11+
0
0
11+
5
0
79.7
L
F
8
"
S
T
O
R
M
(PRI
V
A
T
E
)
30.0 LF 8" STORM
(PRIVATE)100-YR
WSEL 5010.00
STORM LINE B PROFILE
STA: 9+00 - STA: 12+00
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
9+00 9+50 10+00 10+50 11+00 11+50 12+00LEVEL SPREADER B1STA: 10+00.00INV. 4999.33EXISTING GROUND
PROPOSED
GRADEOUTLET B3STA: 11+09.65INV. 5002.27(SEE DETAILS)STA: 10+56.88INV.= 5000.5±EXISTING SANITARY79.7 LF 8" HDPE
@ 0.25%BASIN B2STA: 10+30.00RIM 5005.4±INV. IN 5002.07 (SE)INV. OUT 4999.93 (NW)35' LEVEL SPREADER W/
6" SUMP FOR SEDIMENT
INSTALL COBBLE IN DISTURBED AREA
INSTALL SCOURSTOP OVER
EXISTING VEGETATION
100-YR
HGL
30.0 LF 8" HDPE @ 2.00%
0.93'
STORM LINE C PROFILE
STA: 9+75 - STA: 11+25
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+75 10+00 10+50 11+00 11+25
102.8 LF 30" HDPE @ 0.80%FES C1STA: 10+00.00INV. 5004.30FES C2STA: 11+02.79INV. 5005.12EXISTING GROUND
PROPOSED
GRADE
STA: 10+45.08INV.= 5002.3±EXIST. SANITARY1.55'
100-YR HGL
TYPE L
RIPRAP
DETENTION
POND A1
BIORETENTION
POND A2
LANG G
U
L
C
H
STA: 9+75.00
N: 1427788.01
E: 3117518.22
BEGIN
ALIGNMENT
STA: 11+25.00
N: 1427929.52
E: 3117468.49
END ALIGNMENT
DETENTION
POND A1
FES C1
STA 10+00.00
N: 1427811.59
E: 3117509.93
102.8 LF
3
0
"
S
T
O
R
M
(PRIVATE)FES C2
STA 11+02.79
N: 1427908.57
E: 3117475.85
STORM LINE D
SEE THIS SHEET
11+25
9+75 10+00
11+00
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
100-YR
WSEL 5010.00
100-YR
WSEL 5010.00
5'(W) x 5'(L) TYPE L RIPRAP PAD
STORM LINE D PROFILE
STA: 9+75 - STA: 11+00
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+75 10+00 10+50 11+00INLET D2STA: 10+85.77GRATE 5010.0±INV. OUT 5003.46 (S)FES D1STA: 10+00.00INV. 5003.2485.8 LF DUAL 12" HDPE @ 0.25%
EXISTING GROUND
PROPOSED
GRADE
STA: 10+43.32INV.= 5005.3±EXIST. SANITARY100-YR HGL
0.92'
STORM LINE E PROFILE
STA: 9+50 - STA: 11+50
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 10+50 11+00 11+50FOREBAY E1STA: 10+00.00INV. 5003.61INLET E2STA: 10+77.16INV. 5003.81STA: 10+51.91INV.= 5007.5±EXIST. SANITARYEXISTING GROUND
PROPOSED GRADE
77.2 LF 30"
CLASS III RCP @ 0.25%
100-YR HGL
0.97'
TYPE L
RIPRAP
11+009+75 10+00
BIORETENTION
POND A2DETENTION
POND A1
STA: 9+75.00
N: 1427799.99
E: 3117634.38
BEGIN
ALIGNMENT
STA: 11+00.00
N: 1427924.96
E: 3117631.24
END ALIGNMENT
FES D1
STA 10+00.00
N: 1427824.99
E: 3117633.75
85.8 LF DUAL 12" STORM
(PRIVATE)
INLET D2
STA 10+85.77
N: 1427910.73
E: 3117631.59
STORM LINE E
SEE THIS SHEET
VENUS AVENUE
100-YR
WSEL 5010.00
100-YR
WSEL 5010.00
DETENTION
POND A1
100-YR
WSEL 5010.00
7.5'(W) x 5'(L) TYPE L RIPRAP PAD
11
+
0
0
9+
7
5
10
+
0
0
VENUS AVENUE
STA: 9+75.00
N: 1427812.30
E: 3117702.09
BEGIN ALIGNMENT
STA: 11+00.00
N: 1427905.68
E: 3117785.19
END ALIGNMENT
FOREBAY E1
STA 10+00.00
N: 1427830.98
E: 3117718.71
77
.
2
L
F
3
0
"
S
T
O
R
M
(P
U
B
L
I
C
)
INLET E2
STA 10+77.16
TBC EL = 5012.47
N = 1427896.81
E = 3117768.83
TBC EL = 5012.52
N = 1427880.57
E = 3117770.63
BIORETENTION
POND A2
DETENTION
POND A1
100-YR
WSEL 5010.00
100-YR
WSEL 5010.00
TYPE L RIPRAP
(SEE FOREBAY DETAILS)
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:15:04 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.33
91STORM SEWER PLAN & PROFILELINE B, LINE C, LINE D, LINE E29
0 50'100'
SCALE: 1" = 50'
25'
NORTH
NORTHNORTH NORTH
10+509+75 10+00
DETENTION
POND A1
BIORETENTION
POND A3
STA: 9+75.00
N: 1428081.06
E: 3117428.88
BEGIN ALIGNMENT
STA: 10+50.00
N: 1428082.80
E: 3117503.85
END ALIGNMENT
FOREBAY F1
STA 10+00.00
N: 1428081.64
E: 3117453.87
20.1 LF 15" STORM
(PRIVATE)
INLET F2
STA 10+20.08
TBC EL = 5011.50
N = 1428086.87
E = 3117472.36
TBC EL = 5011.57
N = 1428076.68
E = 3117472.62
BIORETENTION
POND A2
STORM LINE C
(SEE SHEET C3.33)
STORM LINE G
SEE THIS SHEET
20' DRAINAGE
EASEMENT
100-YR
WSEL 5010.00
100-YR
WSEL 5010.00
100-YR
WSEL 5010.00
TYPE L RIPRAP
(SEE FOREBAY DETAILS)
STORM LINE F PROFILE
STA: 9+75 - STA: 10+50
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+75 10+00 10+50INLET F2STA: 10+20.08INV. 5006.96FOREBAY F1STA: 10+00.00INV. 5006.8620.1 LF
15" HDPE
@ 0.50%
EXISTING GROUND
PROPOSED
GRADE
100-YR HGL
TYPE L
RIPRAP
STORM LINE G PROFILE
STA: 9+75 - STA: 13+75
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75
22.6 LF 18" HDPE
@ 0.50%
146.4 LF 18" HDPE @ 0.50%
124.9 LF 18" HDPE @ 0.50%INLET G5STA: 13+49.30INV. 5008.83INLET G4STA: 12+93.87INV. IN 5008.56 (E)INV. OUT 5008.46 (W)INLET G3STA: 11+69.00INV. IN 5007.83 (E)INV. OUT 5007.73 (W)FOREBAY G1STA: 10+00.00INV. 5006.79INLET G2STA: 10+22.58INV. IN 5007.00 (E)INV. OUT 5006.90 (SW)EXISTING GROUND
PROPOSED GRADE
STA: 12+90.36INV.= 5010.51PROP. UG ELECTRICSTA: 13+39.17INV.= 5006.80PROP. 8" WATER18"
MIN.STA: 13+53.82INV.= 5009.91PROP. UG ELECTRIC100-YR HGL
55.4 LF 15" CLASS III RCP @ 0.50%
TYPE L
RIPRAP
13+75
9+7510+0011+00
12+00
13+00
STA: 9+75.00
N: 1428176.95
E: 3117412.29
BEGIN ALIGNMENT
STA: 13+74.57
N: 1428314.14
E: 3117778.17
END ALIGNMENT
INLET G5
STA 13+49.30
55.4 LF
15" STORM
(PUBLIC)
INLET G4
STA 12+93.87
124.9 LF
1
8"
S
T
O
R
M
(PRIVAT
E)
INLET G3
STA 11+69.00
N: 1428267.03
E: 3117579.71
146.4 L
F
1
8"
S
T
O
R
M
(PRIVAT
E)
INLET G2
STA 10+22.58
TBC EL = 5012.23
N = 1428209.22
E = 3117443.56
TBC EL = 5012.34
N = 1428215.04
E = 3117441.04
22.6 LF 18" STORM
(PRIVATE)
FOREBAY G1
STA 10+00.00
N: 1428195.70
E: 3117428.82
TBC EL = 5013.58
N = 1428302.02
E = 3117698.79
TBC EL = 5013.11
N = 1428313.43
E = 3117699.92
TBC EL = 5013.15
N = 1428306.78
E = 3117750.54
TBC EL = 5012.54
N = 1428318.03
E = 3117752.21
STORM LINE F
SEE THIS SHEET VENUS AVENUETBC EL = 5014.60
N = 1428263.45
E = 3117579.44
TBC EL = 5014.56
N = 1428270.01
E = 3117577.59
BIORETENTION
POND A3
100-YR
WSEL 5010.00
TYPE L RIPRAP
(SEE FOREBAY DETAILS)
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:15:16 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.34
91STORM SEWER PLAN & PROFILELINE F & LINE G30
0 50'100'
SCALE: 1" = 50'
25'NORTHNORTH
9+7510+0011+00
12+00 13+00
14+0015+0016+0017+00 18+00
DETENTION
POND A1
BIORETENTION
POND A2
VENUS AVENUEKIA
DEALERSHIP
BUILDING
FFE = 2022.25 COLLEGE AVE (HWY 287)STA: 9+75.00
N: 1427937.20
E: 3117714.90
BEGIN ALIGNMENT
STORM LINE D
SEE SHEET C3.33
FOREBAY H1
STA 10+00.00
N: 1427959.18
E: 3117726.82 78.1 LF 29"x45"STORM (PUBLIC)STMH H2
STA 10+78.10
N: 1428027.83
E: 3117764.06
54.2 LF 29"x45
"
STORM (PUBL
I
C
)
STMH H3
STA 11+32.31
N: 1428037.70
E: 3117817.37
180.6 LF 36" STORM
(PRIVATE)
STMH H4
STA 13+12.91
N: 1428047.10
E: 3117997.72
161.7 LF 24" STORM (PRIVATE)INLET H6
STA 16+04.15
166.1 LF 18" STORM (PRIVATE)
INLET H7
STA 17+70.26
STA: 18+00.00
N: 1427753.30
E: 3118196.19
END ALIGNMENT
TBC EL = 5021.05
N = 1427755.32
E = 3118169.64
TBC EL = 5021.01
N = 1427755.40
E = 3118163.30
TBC EL = 5021.83
N = 1427757.50
E = 3118003.52
TBC EL = 5021.83
N = 1427757.58
E = 3117997.18
STORM LINE H4.1
SEE SHEET C3.37
STORM LINE H4.2
SEE SHEET C3.37
STORM LINE H4.3
SEE SHEET C3.37
STORM LINE H4.2
SEE SHEET C3.37
20' DRAINAGE EASEMENT IRRIGATION LINE
SEE SHEET C3.40
STORM LINE H3
SEE SHEET C3.36
STMH H5
STA 14+74.62
N: 1427885.40
E: 3117999.19
129.5 LF 18" STORM (PRIVATE)9.9 LF 12" HDPE @ 5.00%
CONNECT TO ROOF DRAIN
INV.=5017.29
FG=5022.25
N: 1427885.24
E: 3118009.05STORM LINE E
SEE SHEET C3.33
STORM LINE H PROFILE
STA: 9+75 - STA: 18+00
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00FOREBAY H1STA: 10+00.00INV. 5009.00STMH H2STA: 10+78.10RIM 5014.6±INV. IN 5009.19 (E)INV. OUT 5009.19 (SW)54.2 LF 29x45" HERCP
@ 0.25%STMH H3STA: 11+32.31RIM 5014.5±INV. IN 5009.33 (E)INV. IN 5010.23 (N)INV. OUT 5009.33 (W)180.6 LF 36" HDPE @
1
.
2
0
%STMH H4STA: 13+12.91RIM 5019.4±INV. IN 5011.80 (E)INV. IN 5013.36 (N)INV. IN 5013.36 (S)INV. OUT 5011.50 (W)161.7 LF 24" HDPE @ 0.75%INLET H6STA: 16+04.15INV. IN 5016.19 (E)INV. OUT 5015.69 (N)166.1 LF 18" HDPE @ 0.50%INLET H7STA: 17+70.26INV. 5017.02EXISTING GROUND
PROPOSED GRADE
STA: 10+89.36INV.= 5006.40PROP. 8" WATERSTA: 13+45.87INV.= 5017.13RELOCATED FIBER OPTICSTMH H5STA: 14+74.62RIM 5022.0±INV. IN 5014.78 (S)INV. IN 5016.80 (E)INV. OUT 5014.58 (N)129.5 LF 18" HDPE @ 0.70%STA: 11+10.61INV.= 5012.15(COORD. W/ STORM CONST.)PROP. UG ELECTRICSTA: 10+42.90INV.= 5012.13(COORD. W/ STORM CONST.)PROP. UG ELECTRIC78.1 LF 29x45" HERCP
@ 0.25%
18"
MIN.
100-YR HGL
TYPE L
RIPRAP
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:15:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.35
91STORM SEWER PLAN & PROFILELINE H31
0 50'100'
SCALE: 1" = 50'
25'NORTH
STORM LINE H3 PROFILE
STA: 9+50 - STA: 14+00
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00STMH H3STA: 10+00.00RIM 5014.5±INV. IN 5009.33 (E)INV. IN 5010.23 (N)INV. OUT 5009.33 (W)151.0 LF 24" HDPE @ 0.25%INLET H3.2STA: 11+51.01INV. IN 5010.70 (NE)INV. OUT 5010.60 (S)45.3 LF
24" HDPE
@ 0.50%INLET H3.3STA: 11+96.30INV. IN 5011.43 (NE)INV. OUT 5010.93 (SW)STA: 10+35.99INV.= 5007.22PROP. 8" SANITARYSTA: 10+12.00INV.= 5007.90PROP. 8" WATEREXISTING
GROUND
PROPOSED
GRADE
87.7 LF 1
8
"
H
D
P
E
@
3.
0
0
%
8.0 LF 15" HDPE @ 3.00%
5.0 LF 15" HDPE @ 3.00%
20.5 LF 15" HDPE @ 3.00%
5.0 LF 15" HDPE @ 2.72%DRAIN BASIN H3.4STA: 12+84.00INV. IN 5014.27 (E)INV. OUT 5014.06 (SW)12''X12''X6'' TEESTA: 12+92.00GRATE 5015.6±INV. IN 5014.51 (E)INV. IN 5014.76 (S)INV. OUT 5014.51 (W)CONNECT TO ROOF DRAIN(SEE MECH. PLANS)STA: 13+22.49INV. 5015.4212''X12''X6'' TEESTA: 12+97.00GRATE 5015.8±INV. IN 5014.67 (E)INV. IN 5014.92 (N)INV. OUT 5014.67 (W)4'' CLEANOUTSTA: 13+17.54RIM 5019.9±INV. 5015.2818"
MIN.
100-YR HGL
V
E
N
U
S
A
V
E
N
U
E
VENUS AVEN
U
E
STA: 13+50.00
N: 1428238.43
E: 3117980.58
END ALIGNMENT
STA: 9+50.00
N: 1427988.55
E: 3117826.54
BEGIN ALIGNMENT
TBC EL = 5015.41
N = 1428190.10
E = 3117793.37TBC EL = 5015.44
N = 1428183.91
E = 3117794.72
TBC EL = 5016.07
N = 1428207.44
E = 3117835.88
TBC EL = 5016.04
N = 1428201.10
E = 3117835.80
STMH H3
STA 10+00.00
N: 1428037.70
E: 3117817.37
151.0 LF 24" ST
O
R
M
(
P
R
I
V
A
T
E
)45.3
LF24"
STORM
(PR
IVATE
)
INLET H3.2
STA 11+51.01
INLET H3.3
STA 11+96.30
STORM LINE H4.1
SEE SHEET C3.37
STORM LINE H
SEE SHEET C3.35
KIA
DEALERSHIP
BUILDING
FFE = 5022.25
CONNECT TO DOWNSPOUT
INV. =5016.04
FG=5020.00
N: 1428206.27
E: 3117931.96
CONNECT TO ROOF DRAIN
(SEE MECH. PLANS)
INV. = 5016.41
FG=5019.95 4'' CLEANOUT
STA 13+17.54
N: 1428238.84
E: 3117948.13
12''X12''X6'' TEE
STA 12+97.00
N: 1428239.10
E: 3117927.59
DRAIN BASIN H3.4
STA 12+84.00
N: 1428239.27
E: 3117914.59
87.7 LF 18" STORM
(PRIVATE)
8.0 LF 15" STORM
20.5 LF 15" STORM
5.0 LF 15" STORM
32.8 LF 6" HDPE @ 3.00%
9.8 LF 6" HDPE @ 3.01%
6'' 90° BEND
INV.=5015.75
FG=5019.53
46.5 LF 6" HDPE @ 1.80%
CONNECT TO DOWNSPOUT
INV.=5017.05
FG=5019.83
N: 1428300.53
E: 3117933.34
6'' X 6'' X 6'' TEE
INV. IN=5016.02 (N)
INV. IN=5016.91 (E)
INV. OUT=5016.02 (S)
FG=5019.44
N: 1428300.60
E: 3117928.37
5.0 LF 6" HDPE
@ 2.92%
CONNECT TO DOWNSPOUT
INV. OUT=5016.95 (W)
FG=5020.00
N: 1428347.03
E: 3117933.93
5.0 LF 6" HDPE @ 1.75%
6'' 90° BEND
INV.=5016.86
FG=5019.75
UTILITY CROSSINGS
NISSAN
DEALERSHIP
BUILDING
FFE = 5020.00
12''X12''X6'' TEE
STA 12+92.00
N: 1428239.16
E: 3117922.59
61.5 LF 6" HDPE @ 1.80%13+509+50
10+00
11+00
12+0013+00CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:15:32 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.36
91STORM SEWER PLAN & PROFILELINE H332
0 50'100'
SCALE: 1" = 50'
25'
NORTH
9+50 10+00 11+00
STORM LINE H4.2
SEE SHEET C3.37
STA: 9+50.00
N: 1427997.10
E: 3117998.26
BEGIN ALIGNMENT
STA: 11+00.00
N: 1428147.09
E: 3117996.65
END ALIGNMENT
TBC EL = 5018.51
N = 1428101.28
E = 3117996.71
TBC EL = 5018.66
N = 1428097.73
E = 3118000.23
INLET H4.1
STA 10+51.35
51.4 LF
18" STORM
(PRIVATE)
STMH H4
STA 10+00.00
N: 1428047.10
E: 3117997.72
STORM LINE H4.2
SEE THIS SHEET
STORM LINE H4.2-1
SEE THIS SHEET
STORM LINE H4.1 PROFILE
STA: 9+50 - STA: 11+00
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+50 10+00 10+50 11+00STMH H4STA: 10+00.00RIM 5019.4±INV. IN 5011.80 (E)INV. IN 5013.36 (N)INV. IN 5013.36 (S)INV. OUT 5011.50 (W)51.4 LF 18" HDPE
@ 1.00%INLET H4.1STA: 10+51.35INV. 5013.88STA: 10+17.85INV.= 5011.35PROP. 8" WATERSTA: 10+24.16INV.= 5009.08PROP. 8" SANITARYEXISTING GROUNDPROPOSED GRADE
18" MIN.
100-YR HGL
STORM LINE H4.3 PROFILE
STA: 9+50 - STA: 11+00
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+5010+0010+5011+00
EXISTING GROUND
PROPOSED
GRADEINLET H4.7STA: 10+21.11INV. 5015.48STMH H4.3STA: 10+00.00RIM 5019.5±INV. IN 5013.12 (N)INV. IN 5014.42 (S)INV. OUT 5012.93 (W)21.1 LF
12" HDPE
@ 5.00%STA: 10+17.06INV.= 5017.52PROP. UG ELECTRIC100-YR HGL
9+5010+0010+50
KIA
DEALERSHIP
BUILDING
FFE = 5022.25
STORM LINE H4.2
SEE THIS SHEET
STORM LINE H4.1
SEE THIS SHEET
STORM LINE H
SEE SHEET C3.35
STA: 9+50.00
N: 1428078.85
E: 3118199.52
BEGIN ALIGNMENT
STA: 10+50.00
N: 1427979.25
E: 3118208.41
END ALIGNMENT
TBC EL = 5020.86
N = 1428005.23
E = 3118208.05
TBC EL = 5020.86
N = 1428007.66
E = 3118202.19
21.1 LF 12" STORM
(PRIVATE)
INLET H4.7
STA 10+21.11
STMH H4.3
STA 10+00.00
COLLEGE AVE (HWY 287)
STORM LINE H4.2-1
SEE THIS SHEET
STORM LINE H4.2 PROFILE
STA: 9+50 - STA: 14+25
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25
EXISTING GROUND
STA: 11+23.25INV.= 5010.58PROP. 2" WATER SERVICESTA: 11+00.37INV.= 5015.75PROP. 4" SANITARY SERVICESTA: 11+44.21INV.= 5010.29PROP. 6" FIRE SERVICESTA: 11+69.10INV.= 5010.42PROP. 6" DIP WATERSTA: 12+13.95INV.= 5010.90PROP. 8" WATERSTMH H4STA: 10+00.00RIM 5019.4±INV. IN 5011.80 (E)INV. IN 5013.36 (N)INV. IN 5013.36 (S)INV. OUT 5011.50 (W)59.5 LF 30" HDPE
@ 0.50%STMH H4.2STA: 10+59.52RIM 5020.3±INV. IN 5012.20 (E)INV. IN 5014.60 (S)INV. OUT 5012.10 (W)STMH H4.3STA: 12+07.26RIM 5019.5±INV. IN 5013.12 (N)INV. IN 5014.42 (S)INV. OUT 5012.93 (W)INLET H4.4STA: 12+33.76INV. IN 5013.34 (N)INV. OUT 5013.25 (S)26.5 LF 24" HDPE
@ 0.50%
109.9 LF 24" HDPE @ 0.50%INLET H4.5STA: 13+43.69GRATE 5018.2±INV. IN 5013.97 (W)INV. OUT 5013.89 (S)47.5 LF 18" HDPE
@ 0.50%INLET H4.6STA: 13+91.17GRATE 5018.2±INV. 5014.21PROPOSED GRADE
18"
MIN.
18"
MIN.18"
MIN.18"
MIN.
147.7 LF 30" HDPE @ 0.50%
100-YR HGL COLLEGE AVE (HWY 287)KIA DEALERSHIP
BUILDING
FFE = 5022.25
STA: 9+75.00
N: 1428047.43
E: 3117972.72
BEGIN ALIGNMENT
TBC EL = 5019.27
N = 1428052.79
E = 3118214.51
TBC EL = 5019.27
N = 1428052.87
E = 3118208.17
STMH H4
STA 10+00.00
N: 1428047.10
E: 3117997.72
59.5 LF 30" STORM
(PRIVATE)
STMH H4.2
STA 10+59.52
STMH H4.3
STA 12+07.26
INLET H4.4
STA 12+33.76
INLET H4.5
STA 13+43.69
STORM LINE H
SEE SHEET C3.35
STORM LINE H
SEE SHEET C3.35
147.7 LF 30" STOR
M
(PRIVATE)
STORM LINE H4.3
SEE THIS SHEET
109.9 LF 24" STORM
(PRIVATE)
IRRIGATION BYPASS
SEE SHEET C3.40
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
47.5 LF 18" STORM
(PRIVATE)
INLET H4.6
STA 13+91.17
9+75 10+00 11+00
12+00 13+0014+00
26.5 LF 24" STORM
(PRIVATE)
STORM LINE H4.2-1
SEE THIS SHEET
STA: 14+00.00
N: 1428165.01
E: 3118158.50
END ALIGNMENT
STORM LINE H4.2-1 PROFILE
STA: 9+75 - STA: 10+50
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+7510+0010+50INLET H4.2-1STA: 10+18.47INV. 5015.15STMH H4.2STA: 10+59.52RIM 5020.3±INV. IN 5012.20 (E)INV. IN 5014.60 (S)INV. OUT 5012.10 (W)18.5 LF 12" HDPE
@ 3.00%
100-YR HGL
COLLEGE AVE (HWY 287)
9+7510+0010+50
STMH H4.2
STA 10+59.52
INLET H4.2-1
STA 10+18.47
KIA
DEALERSHIP
BUILDING
FFE = 5022.25
STA: 10+50.00
N: 1427996.31
E: 3118056.58
END ALIGNMENT STA: 9+75.00
N: 1428071.31
E: 3118057.57
BEGIN ALIGNMENT
STORM LINE H4.2
SEE THIS SHEET
STORM LINE H4.1
SEE THIS SHEET
STORM LINE H
SEE SHEET C3.35
IRRIGATION BYPASS
SEE SHEET C3.40
STORM LINE H4.2
SEE THIS SHEET
STORM LINE H4.3
SEE THIS SHEET
TBC EL = 5021.00
N = 1428029.34
E = 3118054.85
TBC EL = 5021.00
N = 1428029.28
E = 3118059.15
18.5 LF 12" STORM
(PRIVATE)CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS HIGH
DENSITY POLYETHYLENE SHALL BE ADS N-12 OR APPROVED EQUAL.
WATER TIGHT JOINTS ARE TO BE USED ON ALL STORM DRAINAGE
PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
8. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE HDPE STORM
PIPING SHALL BE CONNECTED TO THE FLARED END SECTION USING
A MARMAC CONSTRUCTION PRODUCTS DISSIMILAR PIPE MATERIAL
COUPLER (OR APPROVED EQUAL) AND THEN A CONCRETE COLLAR
SHALL BE PLACED AROUND THE JOINT.
9. REFER TO SHEET C7.27 FOR INLET AND MANHOLE SCHEDULES.
10. COORDINATE STORM SEWER CONSTRUCTION ADJACENT TO
STRUCTURAL WALLS WITH THE WALL CONSTRUCTION FOR PIPE
PENETRATIONS AND FOOTINGS.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
NOTES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 5'9/14/202210:15:55 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.37
91STORM SEWER PLAN & PROFILELINE H4.1, LINE H4.2, LINE H4.333
0 50'100'
SCALE: 1" = 50'
25'
NORTHNORTH
NORTHNORTH
LOT 23LOT 24SMOKEY STREETNISSAN DEALERSHIP
BUILDING
COLLEGE AVE (HWY 287)
KIA DEALERSHIP
BUILDING
#5817
EXISTING
BLDG.
MH IR-6
STA 17+02.87
N: 1427611.86
E: 3118128.92EXISTIN G 24" CMP
STA: 17+25.00
N: 1427589.73
E: 3118129.08
END ALIGNMENT 144.
7
L
F
2
4
"
S
T
O
R
M
MH IR-5
STA 15+58.18
N: 1427740.02
E: 3118196.08
60.0 LF 24" STORM
MH IR-4
STA 14+98.18
N: 1427793.16
E: 3118223.92
188.2 LF 24" STORM
MH IR-3
STA 13+09.95
N: 1427981.39
E: 3118225.88
239.2 LF 24" STORM
MH IR-2
STA 10+70.71
N: 1428220.62
E: 3118228.37
7
0
.
7
L
F
2
4
"
S
TO
RM
MH IR-1
STA 10+00.00
N: 1428262.34
E: 3118285.46
20' DITCH EASEMENT
STA: 9+75.00
N: 1428277.09
E: 3118305.64
BEGIN ALIGNMENT
EXISTING 24" CMP
PROPOSED 20' LOUDON
DITCH EASEMENT
PROPOSED 20' LOUDON
DITCH EASEMENT
15' UTILITY EASEMENT
75' CDOT HALF-WIDTH ROW
PROPOSED 20'
UTILITY EASEMENT
9
+
7
5
1
0
+
0
0
11+0012+0013+0014+00
15+
0
0
16+
0
0
17+
0
017+25
POTHOLE #1
N:1428262.95
E:3118291.83
PHASE 1 - TEMPORARY
LOUDON DITCH CONNECTION
(SEE NOTE 8)
APPROXIMATE EXISTING
LOUDON DITCH LOCATION
(TO REMAIN W/ PHASE 1)
TEMPORARY CONNECTION
TO EXISTING PIPE W/ MH
APPROX. INV = 5019.5±
STA: 15+62.97
ELECTRIC CROSSING
STA: 15+52.49
GAS CROSSING
STA: 12+92.20
FIBER CROSSING
STA: 12+79.58
ELECTRIC CROSSING
STA: 12+49.01
WATER CROSSING
STA: 10+04.90
ELECTRIC CROSSING
IRRIGATION LINE - LOUDON DITCH PROFILE
STA: 9+50 - STA: 17+50
5000
5005
5010
5015
5020
5025
5030
5035
5040
5000
5005
5010
5015
5020
5025
5030
5035
5040
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50
EXISTING GROUND
PROPOSED GRADEMH IR-6STA: 17+02.87RIM 5026.9±INV. IN 5023.72 (S)INV. OUT 5022.17 (NE)MH IR-5STA: 15+58.18RIM 5021.3±INV. IN 5016.82 (SW)INV. OUT 5016.62 (NE)MH IR-4STA: 14+98.18RIM 5021.3±INV. IN 5016.17 (SW)INV. OUT 5016.17 (N)MH IR-3STA: 13+09.95RIM 5020.8±INV. IN 5014.76 (S)INV. IN 5015.50 (W)INV. OUT 5014.76 (N)MH IR-2STA: 10+70.71RIM 5018.7±INV. IN 5012.96 (S)INV. OUT 5012.96 (NE)MH IR-1STA: 10+00.00RIM 5017.7±INV. IN 5011.81 (SW)EX. INV. OUT 5011.81 (E)(PER POTHOLE INFO)EXIST.
24" CMP
CONNECT TO EXISTING
PIPE WITH MANHOLE
CONNECT TO EXISTING
PIPE WITH MANHOLE
PEAK IRRIGATION
FLOW (2 CFS) HGL
MAXIMUM CAPACITY
FLOW (~25 CFS) HGL
EXISTING 24" CMP
60.0 LF 24" HDPE
@ 0.75%188.2 LF 24" HDPE @ 0.75%
239.2 LF 24" HDPE @ 0.75%
144.7
L
F
2
4
"
H
D
P
E
@
3
.
7
0
%
70.7 LF 24" R
C
P
@ 1.64%STA: 12+49.01INV.= 5010.95PROP. 8" WATERSTA: 15+62.97INV.= 5015.40PROP. ELECTRICSTA: 15+52.49INV.= 5014.98PROP. GASSTA: 12+92.20INV.= 5017.58PROP. FIBER OPTICSTA: 12+79.58INV.= 5017.37PROP. ELECTRICSTA: 10+04.90INV.= 5015.32PROP. ELECTRICPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
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 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. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION
AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
4. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
5. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
6. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP
UNLESS OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS
POLYPROPYLENE (PP) SHALL BE HP STORM SEWER BY ADS OR
APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL
STORM DRAINAGE PIPE.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM
SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES. SHOULD THE WATER LINE CROSS UNDER EITHER
STORM DRAIN OR SANITARY SEWER, THE STORM OR SANITARY
SHALL BE CONCRETE ENCASED FOR 10' ON EITHER SIDE OF THE
CROSSING.
8. THE TEMPORARY LOUDON DITCH CONNECTION SHOWN ON THIS
PLAN SHALL BE REMOVED AND THE PIPE PENETRATION AT MH IR-3
GROUT FILLED WITH PHASE 2 CONSTRUCTION. REFER TO SHEET
C1.10 FOR THE PHASING PLAN.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD TELEPHONE LINE
UTILITY POLE AND GUY WIRES
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
0 50'100'
SCALE: 1" = 50'
25'
NORTH
1" = 50'
1" = N/A
9/14/202210:16:12 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.40 - IRRIGATION_LOUDEN DITCH.DWGC3.40 - IRRIGATION_LOUDEN DITCH####C3.40
91IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE34
Review does not constitute "approval" of plans. Plan engineer
is responsible for accuracy and completeness of plans.
General Manager Date
NORTH LOUDON DITCH COMPANY
PROPOSED FIRE HYDRANT
VENUS AVENUE9' UTILITY
EASEMENT
INLET A13
MODIFIED TYPE D INLET W/
CONCRETE WEIRS (E & W)
TOP OF WEIR = 5004.85
INV. IN=5000.44 (W)
INV. IN=5005.84 (S)
INV. OUT=5000.44 (E)
INV. OUT=5000.44 (N)
FG=5011.64
BASIN A10
36" DRAIN BASIN W/ SOLID LID
& STRAIGHT WEIR
TOP OF WEIR = 5003.51
INV. IN=5005.28 (W)
INV. OUT=5000.51 (N)
INV. OUT=5000.51 (E)
FG=5011.49
STORM LINE A
(SEE SHEET C3.30)
STORM LINE A3
(SEE SHEET C3.30)
STORM LINE A7
(SEE SHEET C3.31)
STORM LINE A10
(SEE SHEET C3.31)
STORM LINE A13
BASIN A5
INV. IN=5000.06 (E)
INV. IN=4999.04 (N)
INV. OUT=4999.04 (SW)
FG=5007.42
6" UNDERDRAIN
111.45'
89.71'
91.18'
UNDERGROUND DETENTION & WQ
AREA & ASSOCIATED PIPING
112 TOTAL MC-7200 CHAMBERS
(17 ISOLATION CHAMBERS)
STMH A3.1
60"Ø W/ DIVERSION WEIR
TOP OF WEIR = 4994.77
INV.=4989.77
FG=4999.95
STMH A3
INV. IN=4989.71 (NE)
INV. IN=4995.19 (SE)
INV. OUT=4989.71 (NW)
FG=5000.00
LIMITS OF UNDERGROUND
DETENTION SYSTEM
6" UNDERDRAIN
UNDERGROUND WQ AREA
& ASSOCIATED PIPING
5 TOTAL MC-7200 ISOLATION
CHAMBERS
(IMPERMEABLE LINER TO BE
PROVIDED WITH SYSTEM)
STRUCTURAL RETAINING WALLS
9' UTILITY
EASEMENT
10.93'
40.43'
INSPECTION PORT
INSPECTION PORT
CO
INV. IN=4999.62 (S)
INV. OUT=4999.62 (E)
FG=5008.91
CO
INV. IN=4999.56 (W)
INV. OUT=4999.56 (N)
FG=5009.07
CO
INV. OUT=4999.72 (N)
FG=5011.29
CO
INV.=4999.49
FG=5011.93
CO
INV. IN=4999.28 (S)
INV. OUT=4999.28 (W)
FG=5008.956'' 90° BEND
INV. IN=4999.04 (E)
INV. OUT=4999.04 (S)
FG=5007.23
34.8 LF 6" PERFORATED HDPE
4.0 LF 6" STORM
81.0 LF 6" PERFORATED HDPE
30.8 LF 6" PERFORATED HDPE 27.4 LF 6" PERFORATED HDPE7.7 LF 6" PERFORATED HDPE
50.4 LF 6" PERFORATED HDPE
6" UNDERDRAIN (TYP)
6'' 90° BEND
INV. =4999.21
FG=5008.13
1.3 LF 6" PERFORATED HDPE
6'' 90° BEND
INV. =4999.22
FG=5008.14
8.8899.63 SG24" HDPE OUTFALL
INV. 5000.44
30"
BASIN A6
36" DRAIN BASIN W/
SOLID LID & WEIR
TOP OF WEIR = 5005.57
INV. IN=5000.25 (E)
INV. IN=5000.25 (S)
INV. OUT=5000.25 (W)
100-YR ORIFICE Ø = 23 4" (W)FG=5008.05
INLET A7
MODIFIED TYPE D INLET W/
CONCRETE WEIRS (E & W)
TOP OF WEIR = 5004.85
INV. IN=5000.27 (E)
INV. IN=5000.27 (N)
INV. OUT=5000.27 (W)
INV. OUT=5000.27 (S)
FG=5008.14
24" HDPE OUTFALL
INV. 5000.27
137.1 LF 12" ST
O
R
M
24" HDPE OUTFALL
INV. 5000.51
11.5399.76 SG11.9599.81 SG8.9598.53 SG7.8698.36 SG30"10.529
8
.
6
5
S
G10.4598.67 SG6.5 LF 6" PERFORATED HDPE
9.1 LF 6" PERFORATED
HDPE
47.2 LF 6" PERFORATED HDPE9.1 LF 6" PERFORATED
HDPE
36.5 LF 6" PERFORATED HDPE9.279
8
.
5
6
S
G
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE EASEMENT
20' DRAINAGE EASEMENT
6''x 6'' TEE
INV. IN=4999.11 (E)
INV. IN=4999.11 (S)
INV. OUT=4999.11 (W)
FG=5007.87
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 10'
1" = N/A
9/14/202210:16:26 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.60 - UNDERGROUND DETENTION PLAN.DWGC3.60 - UNDERGROUND DETENTION PLAN####C3.50
91UNDERGROUND DETENTION PLAN35
NORTH0 10'20'
SCALE: 1" = 10'
5'
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
SANITARY SERVICE CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET STRUCTURE
STORM PIPE
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, TELEPHONE PEDESTAL
LEGEND
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
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 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. ALL STORM SEWER CONSTRUCTION SHALL BE PER CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST
EDITION.
4. ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT
STRUCTURES AND INCLUDE THE LAY LENGTH OF FLARED END
SECTIONS UNLESS OTHERWISE NOTED.
5. STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS
REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III RCP UNLESS
OTHERWISE NOTED. STORM SEWER MAINS SHOWN AS
POLYPROPYLENE (PP) SHALL BE HP STORM SEWER BY ADS OR
APPROVED EQUAL. WATER TIGHT JOINTS ARE TO BE USED ON ALL
STORM DRAINAGE PIPE.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
SHOULD THE WATER LINE CROSS UNDER EITHER STORM DRAIN OR
SANITARY SEWER, THE STORM OR SANITARY SHALL BE CONCRETE
ENCASED FOR 10' ON EITHER SIDE OF THE CROSSING.
7. ALL STORM CROSSINGS OVER WATER SHALL HAVE JOINT
ENCASEMENTS ON THE STORM SEWER 10' EITHER SIDE OF THE
CROSSING PER CITY STANDARDS.
8. UNDERGROUND DETENTION AND WATER QUALITY SYSTEMS SHALL
BE PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. OR
APPROVED EQUAL. REFER TO THE CONSTRUCTION DETAILS FOR
MORE INFORMATION.
9. CONCRETE THICKNESS AROUND EACH DRAIN BASIN COVER AND
INSPECTION PORT SHALL BE A MINIMUM OF 8" FOR A MINIMUM
DISTANCE OF 18" FROM THE EDGE OF EACH COVER. REFER TO THE
DETAILS. ALL OTHER CONCRETE PAVEMENT SHALL BE INSTALLED
PER THE HORIZONTAL CONTROL PLANS AND PAVEMENT SECTION
DETAILS.
10. ALL DRAIN BASINS SHALL BE INSTALLED WITH 12" SOLID COVERS.
SEE DETAILS.
11. SUBGRADE ELEVATIONS ARE EQUIVALENT TO BOTTOM OF STONE AS
SHOWN IN THE DETAILS.
#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836#125
SMOKEY ST.COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRA
I
L
FOSSIL CREEKTRAILBNSF RAILROADNISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
FOSSIL
C
R
E
E
K
REDTAIL PONDS
NATURAL AREA
ZONED POL
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
VENUS AVENUEFOSSIL CREEK
FLOODPLAIN/FLOODWAY
EXISTING WETLANDS
EROSION BUFFER LIMITS
100' NATURAL
HABITAT
BUFFER ZONE
BIORETENTION POND A2
DETENTION POND A1
DETENTION
POND A1
BIORETENTION
POND A3
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT C
TRACT D
FFE=5020.00
FFE=5022.25
RELOCATED WETLAND AREA
EROSION BUFFER LIMITS
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 80'
1" = N/A
9/14/202210:16:41 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.00 - OVERALL GRADING PLAN.DWGC4.00 - OVERALL GRADING PLAN####C4.00
91OVERALL GRADING PLAN36
NORTH0 80'160'
SCALE: 1" = 80'
40'90.30PROPOSED 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 = FG AT BOTTOM OF WALL3.1
3
EXISTING SPOT ELEVATION
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BUILDING PAD
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, EROSION FABRIC/BLANKETS,
IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND
PERMANENT SITE STABILIZATION METHODS.
9. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
12. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY
1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM
THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN
USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION
ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION
PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED
AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE FOSSIL
CREEK FLOODPLAIN/FLOODWAY AND EROSION BUFFER LIMITS. ALL
ACTIVITIES WITHIN THE FLOODPLAIN AND EROSION BUFFER ARE
SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT
COLLINS MUNICIPAL CODE.
2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS,
WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS
PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE
MET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTION
ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE
A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL
ENGINEER LICENSED IN COLORADO.
3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR
PERMANENT) IS NOT ALLOWED IN THE FLOODWAY.
4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS BIKE
RACKS, PICNIC TABLES, ETC. MUST BE ANCHORED.
5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN THE
EROSION BUFFER.
6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1
OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE
NATURAL HABITAT BUFFER ZONE.
FLOODPLAIN NOTES
PROPOSED STORM OUTFALL
UNDERGROUND WQ AREA
(POND C2)
4.
0
:
1
4.
0
:
1
4.
0
:
1
4.
0
:
1 5.3%5.2%3
.
0%4.8%5.5%5.1%4.6%3
.
1%COLLEGE AVE (HWY 287)(SEE PLAN & PROFILES)SLOPE EASEMENT
UNDERGROUND
DETENTION AREA
(POND C1)
4.
0
:
1
PROPERTY BOUNDARY
VENUS AVENUE(SEE PLAN & PROFILES)TRACT D
CHANNEL TO BE STABILIZED
(SEE EROSION CONTROL PLANS)
STRUCTURAL RETAINING WALLS
SEE SHEETS C4.20 & C4.21
PROPOSED STORM LINE
PROPOSED STORM LINE
1
5
.
2
7
1
6
.
3
3
1
7
.
2
9 17.191
5
.
8
5
14.97
14
.
9
3
14
.
7
6
15
.
0
5
15
.
5
3
15.4515.051
4
.
5
9
17.731
7
.
4
8
1
7
.
9
0 17.731
7
.
9
6
18.181
8
.
0
9 17.841
7
.
7
9
17.981
7
.
8
4 17.641
7
.
3
8
17.5116
.
6
4
16
.
1
0
16
.
4
9
13
.
3
912.861
3
.
0
4
13.1913.121
3
.
2
6
1
2
.
9
3
13.551
2
.
8
6 12.6713.0113
.
2
3
1
3
.
1
412.991
2
.
7
8
13.391
3
.
4
6
1
4
.
3
7
1
3
.
5
7
13
.
3
7
14.071
3
.
7
2
14
.
0
0
13.90
13.75
13.44
13.8613.18
12.75
12.74
11.62
12.58
12.91
10.97 LP
11.52
10.14
1
0
.
6
9
9.
8
6
1
0
.
1
0
1
0
.
5
2
1
0
.
6
1
10.44
1
1
.
4
2
1
1
.
3
2
11.22
8.64
8.387.868.32
8.
7
3
8.
8
3
8.
5
6
8.
4
7
8.
4
3
7.92
6.
6
0
6.
3
6
6.526.036.19
5.83
5.
5
5
L
P
5.55 LP8.
0
2
8.
3
1
8.
2
4
8.
1
5
7.
7
3
7.
7
7
8.
0
0
8.
0
78.026.166.636.477.066.846.
6
6
5.
9
65.264.576.154.
7
5
5.
4
5
10
.
7
2
10.7911.3110.9810
.
6
0
11
.
0
5
PROPERTY BOUNDARY
1' CURB CUT
1' CURB CUT
1' CURB CUT
1' CURB CUT
30.2:119.1:19.3%4.7
:1
2' CURB CUT
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
BEGIN DRIVE-
OVER CURBDRIVE-OVER CURB
END DRIVE-
OVER CURB
EXPOSE BACK OF CURB (6" MAX.)
4.
0
:
1
10.
0
%
79.33
78.25
73.5771.7171.6873.57
78.25
79.33
82.03
4.
3
6
B
T
M
3.71 BTM
2.67 BTM
0.65 BTM
1.65 BTM
99.55 BTM 2.38 BTM
4.69 BTM1.13 BTM
0.81 BTM
0.
8
7
B
T
M
99.24 BTM
5.
7
7
B
T
M
4.47 BTM
99.74 BTM
0.71 BTM
1.88 BTM
3.43 BTM
7.54 BTM
8.
5
0
B
T
M PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:17:01 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.10
91DETAILED GRADING PLAN3790.30PROPOSED SPOT ELEVATION
LP = LOW POINT
HP = HIGH POINT
FG = FINISHED GRADE
BTM = FG AT BOTTOM OF WALL3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
12. ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO
FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
CATCH CURB & GUTTER
SPILL CURB & GUTTER
TC TRANSITION CURB FROM
CATCH TO SPILL CURB
NORTH0 20'40'
SCALE: 1" = 20'
10'
C4.10
C4.11
C4.12
C4.14
C4.13
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00 5.1%4.6%6.
0
%
3.2%
2.3%
2.4%2.0%1.9%2.3%1.7%2.3%
2.9%
LOT 1
BLOCK 1
2.1%4.8:14.5:1LANDSCAPE BERM
2.1%1.8%2.3%
2.0%
2.
1%3.3%4.
1
:
1
20.2320.1719.5919.6819.9419.802
0
.
5
8 20.8620.2920.9820.9320.7120.65 20.1020
.
0
0
19
.
9
1
1
9
.
2
1
19
.
0
818.7719.07
18.9718
.
9
318.6818.81
19.06
18.60 17.98 LP21
.
4
721.492
1
.
1
3
21.08
20.84
20
.
7
7
20.4020.5520.6219.4619.5319.2119.0918.9918.9519
.
2
3
1
8
.
8
5
1
9
.
8
4
1
9
.
6
219.8120.0820.1520.1620.09 LP
20.5020.8620.1220.4920.2520
.
3
0
2
0
.
7
3
20.45
20.351
9
.
5
0 19.381
9
.
3
0
19.71 19.67 19.1819.1519.171
9
.
2
2 19.2119.7519.4919.49
1
9
.
4
8 19.4619.66
19.77
20.0620.0820.1520.3320.15 20.03
1
9
.
9
7
19
.
1
8
1
9
.
3
3
20.26
20.12
20.22
20.10
20.0520
.
2
4
20
.
4
2
20.29
19.7420.1020
.
0
1
19.96 19.9320.0420.08
20.26
20.45
20.47
20.18 20.34
19
.
5
7
20.4919
.
3
1
1
9
.
2
8
1
9
.
5
8
19.2219.1219.3919.3518.96 18.8019.30
18.89
19.0518
.
9
9
18
.
7
4
18.69
18.721
8
.
6
5
1
8
.
5
7
18.7118.6719.1719
.
2
1
1
8
.
5
3 18.4219.2319.26 18.731
8
.
7
6
19
.
0
0 18.9819.03 18.90 18.86
18.6818.4418.20 LP18.7018.15 LP18.1518.4818.8218
.
8
6
18.72
18.60
18
.
7
0 18.981
9
.
1
418.9418.681
8
.
6
4
18.4018.4118.42
1
8
.
4
4
19
.
6
120.0020
.
0
0 20.0020.0020.001
9
.
6
320.0020
.
0
0
2
0
.
0
020.0019.4919.81
19.5019.6519.5719.8619.551
9
.
8
6
1
9
.
8
6
19.62
19
.
5
7
19.62 19.8619.62
19.5719.7819.3719
.
3
0
1
9
.
1
8
1
9
.
1
719.2419.5319.8519.4719.872
0
.
0
0
19.4719.2819.07 HP1
8
.
8
7
18
.
7
4
18
.
4
8
1
9
.
5
419.5319.8819
.
8
0
19
.
5
9
1
9
.
8
0
19.0219.5619.53
19.53
18.9518.85 HP18.1517.66
16.88
16.54
19.2318.5717.7317.0216.6115.5016.1620.8918.3922.1322.4620.61
20.05
17.15 17.9617.18
17.8316.58
16.48
15.55
14.90 LP
1
6
.
1
5
15
.
5
4
L
P 15.9316.11
1
6
.
2
9
17
.
5
4
18
.
8
0
17.2217.17
1
7
.
2
7 17.4917
.
9
615.7416.1416.2016.2816.221
6
.
3
1 16.3815
.
8
0
15.7715.9515
.
0
4
1
5
.
1
6
1
5
.
4
2
16
.
2
7
16
.
5
7
14
.
8
9
15
.
2
8
2
0
.
0
0
19.90
19.9420.0019.5020
.
0
0
19.46
19.4318.2218
.
2
218.1618
.
0
7
17
.
8
0
18.1517.7017.6317.65
2
0
.
0
0
1
9
.
8
8
1
9
.
5
0
19
.
3
4
2
0
.
0
0
20
.
0
020.0019.4919
.
4
9
1
9
.
8
2
18
.
5
418.4417
.
9
5 17.8619
.
3
1 19.4419
.
4
0 19.7620
.
0
0
2
0
.
0
0
19
.
7
0
20.0020.0020
.
0
0 20.0020.0019.581
9
.
6
2
19
.
3
8
19.4818.8419.0419.2419.3819.481
8
.
9
0
1
9
.
4
6
19
.
5
9
2
0
.
0
0
19.6319.6119.4919.9219.92 18.87
16.891
8
.
1
5
1
8
.
6
4
H
P17.5416.9716
.
7
1
16.71
18.1616
.
2
1
16
.
6
9
1
6
.
0
2
15
.
9
2
16
.
8
9
15.12
14.42
16
.
8
8
1
5
.
2
7
15
.
7
7 16.7817
.
7
5 18.0718
.
3
0 18.6118
.
4
6 18.2718
.
0
7
16
.
6
8
1
6
.
3
3
17.591
7
.
2
9 17.191
5
.
8
5
14.97
14
.
9
3
1
4
.
7
6
15
.
0
5
15
.
5
3
15.45
17.7317
.
8
8
1
7
.
4
8
18.221
7
.
9
0 17.731
7
.
9
6
18.1818
.
3
6
1
8
.
0
9 17.841
7
.
7
9
17.9818
.
0
718.4217.921
7
.
8
4 17.641
7
.
3
8
17.5117
.
5
5
17.7616.8716
.
6
4
16
.
1
0
16
.
4
9
16.8116.42 LP14
.
0
0
13.90
13.75
13.8613.18
1
5
.
4
0 16.8517.2617
.
7
616.9816.781
6
.
7
3
16
.
1
9
14.1514.101
4
.
9
8
13.9415.3915.961
5
.
1
0 COLLEGE AVE (HWY 287)(SEE PLAN & PROFILES)19
.
5
7
1.9%
2.0%1.9%1.5%3.3%3.4%
2.
0
%1.6%3.3%4.7%5.0%3.9%3.3%
4.0%
2' CURB CUT
2' CURB CUT
2' CURB CUT1.5%1.7%30.2:12' CONCRETE PAN
1.9%
PROVIDE OPENING
AT BOTTOM OF WALL
6" CURB
6" CURB
6" CURB 2.1%1.7%2.6%
2
.
1%2.0%2.
2
%
1
.
7%
18
.
2
1
18
.
3
819.4319.53PROPOSED STORM LINE
PROPOSED STORM LINE
EDGE OF PAVEMENT
(NO CURB)
EDGE OF PAVEMENT
(NO CURB)
6" CURBTCTC
TC
TC
TC
TC
TC
TCTC
TC
TC
TC
DRIVE-OVER CURB
BEGIN DRIVE-
OVER CURB
BEGIN DRIVE-
OVER CURB
END DRIVE-
OVER CURB
DRIVE-OVER CURB
BEGIN DRIVE-
OVER CURB
END DRIVE-
OVER CURB
DRIVE-OVER CURB
EXPOSE BACK OF CURB (6" MAX.)
3.43 BTM
8.
5
0
B
T
M
10.79 BTM
7.04 BTM
10
.
6
8
B
T
M
11.68 BTM
19
.
5
4
B
T
M 19.8020.001.6
%
18.6218.7318.7718.7118.77 LP18.77 LP20.49 LP20.04
19.85
19.64
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:17:07 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.11
91DETAILED GRADING PLAN3890.30PROPOSED SPOT ELEVATION
LP = LOW POINT
HP = HIGH POINT
FG = FINISHED GRADE
BTM = FG AT BOTTOM OF WALL3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
12. ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO
FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
CATCH CURB & GUTTER
SPILL CURB & GUTTER
TC TRANSITION CURB FROM
CATCH TO SPILL CURB
NORTH0 20'40'
SCALE: 1" = 20'
10'
C4.10
C4.11
C4.12
C4.14
C4.13
LOT 1
RISING SON
MANOR
SUBDIVISION KIA DEALERSHIP
BUILDING
FFE = 5022.25
VENUS AVENUE4.1%2.2%3.4%3.9%2.4%3.0%3.2%1.8%3.9%3.7%5
.
6%#5822EXISTING#5828EXISTINGLOT 2
BLOCK 1
2.0%
4.6%
PROPOSED WALL
SEE SHEET C4.22
2.
1%2.6%3.3%25.8225.4425.4425.7324.6324.4424.0724
.
8
4
24
.
9
0
25.1325
.
2
8
2
6
.
2
2
2
4
.
6
1
24
.
6
6
24
.
2
1
24.9824.8724.8625.0124.4924.6024.202
4
.
3
0
2
4
.
4
4
24
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3
824.552
4
.
6
6
24
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8
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25
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1
424.8224
.
7
6
2
4
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7
9
2
5
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9
6
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8
4
26.3425.9525.8222
.
5
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21
.
8
9
2
1
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6
4
22
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0
0
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1
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8
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21
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2
5
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9
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2
0
.
8
5
20.9921.4220.9320.9020.7821.7021.5721
.
3
4
21
.
3
3
L
P
21
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3
7 21.3921.49
21
.
5
2 21.5321.7121.8421.59
2
1
.
7
1
H
P 21.6721.74 21.45
21
.
3
6 21.3220
.
9
0 20.8720.94 20.65
20
.
5
5 20.51 LP20
.
6
9 20.7120
.
8
4
21
.
0
6
2
1
.
2
8
2
0
.
8
5 20.8820.8720.77
21
.
7
0 21.7522
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2
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22
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2
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.
1
4
2
1
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7
1
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2
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22
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2
5
22
.
0
9
21.8222.072
2
.
2
5
22.2122.2521.462
1
.
6
2
2
1
.
8
0
H
P 22.252
1
.
6
8
22
.
0
5
H
P 21.812
2
.
2
5
22.2522.132
1
.
8
122.01 HP2
2
.
1
4
22.1421
.
6
321.5922.2522.2522.2522
.
1
3
22
.
1
3
21
.
5
721.2121.1321
.
2
121.3721.3721.0421
.
0
8 20.9521.41
21.47
20
.
7
520.722
0
.
6
4
20
.
5
620.4720.3820.5020.58
20.66
20.8220.9320.99
20.48
20
.
8
5
20
.
9
2
20.9020.4620.8421.02
20.90
20.37
20.92
2
0
.
2
8
20.4020.2320.1720.7721.0820.9620.36 LP20.36 LP19.5919.682
2
.
2
5
22.2522.2522
.
2
522.2522
.
2
0
21
.
7
4 21.7422.0221.7421.742
2
.
2
5
20.9720.8420.722
0
.
9
1
H
P
2
0
.
8
4
20.8120.2219.9419.802
0
.
5
8
21.0621.16 HP21.4520.862
0
.
8
9
21
.
1
020.2920.9820.9320.7120.65
1
9
.
2
1
19
.
0
8
2
1
.
4
721.492
1
.
1
3
21.08
25
.
6
1
2
5
.
5
4
25
.
6
1
25
.
6
825.542
5
.
7
6
2
5
.
6
8
25.761
7
.
7
6
17.801
7
.
0
516.9816.781
6
.
7
3
16
.
1
9
13.9414.1514.1013.9414.1915.3915.9614.1213.6013.961
4
.
5
4
14
.
7
9
1
6
.
7
9
1
6
.
3
1
1
5
.
9
9 22.3027.3821.5118.8726.2521.64COLLEGE AVE (HWY 287)(SEE PLAN & PROFILES)22.10EDGE OF PAVEMENT
(NO CURB)
EDGE OF PAVEMENT
(NO CURB)
2' CONCRETE PANPROPOSED STORM LINE
PROPOSED IRRIGATION LINE
6" CURB
6" CURB
6" CURB
POTENTIAL MONUMENT SIGN
(BY SEPARATE PERMIT)
TREE GRATE (SEE
LANDSCAPE PLANS, TYP.)
POTENTIAL MONUMENT SIGN
(BY SEPARATE PERMIT)
TC
TC
TC TC
TC
TC
TC
END DRIVE-OVER CURB
DRIVE-OVER CURB
BEGIN DRIVE-
OVER CURB
END DRIVE-OVER CURB
DRIVE-OVER CURB
TC
21.3420.8120.5420.9920.4120.682.0%19.54 BTM18.06 BTM18.42 BTM1
8
.
2
4
B
T
M
17.97 BTM1
8
.
0
0
B
T
M
18.18 BTM18.94 BTM19.50 BTM19.12 BTM19.79 BTM20.49 LP21.7921.7721.822.4%
2.5%
1.8%
1.9
%
22.14
21.6921.7822.2522.17 22.17
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:17:13 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.12
91DETAILED GRADING PLAN3990.30PROPOSED SPOT ELEVATION
LP = LOW POINT
HP = HIGH POINT
FG = FINISHED GRADE
BTM = FG AT BOTTOM OF WALL3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
12. ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO
FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
CATCH CURB & GUTTER
SPILL CURB & GUTTER
TC TRANSITION CURB FROM
CATCH TO SPILL CURB
NORTH0 20'40'
SCALE: 1" = 20'
10'
C4.10
C4.11
C4.12
C4.14
C4.13
BIORETENTION
POND A3 1.9%2.4%2.2%2.0%2.3%
2.9%
5.1:
1
TRACT C
LOT 1
BLOCK 2 2.1%
PROPOSED CONCRETE
FOREBAY (SEE DETAILS)
7.5:1
4.2:
1
4.2:1
5.0:1
LANDSCAPE BERM 15.5015.55
14.90 LP
15
.
0
8 15.7416.1416.221
5
.
8
0
15.1415.2115.5816.2315.831
6
.
3
3 15.6116.2016.3015
.
7
2
15.11
15.7715.0915.951
3
.
5
8
14
.
2
7
15
.
0
4
15
.
1
6
1
5
.
4
2
1
4
.
8
9
1
5
.
2
8
15.12
14.42
6.62
6.58
6.55
6.63
6.58
11.91
11.00 6.716.796.786.79
8.86
12.3913.0010.99
10.73
11.72 LP
13.23
14.22
17.59 18.02
14.76
15
.
5
6
16.72
16.59
17.50
18.51
18.17
17.45
1
8
.
4
1
1
6
.
4
016.3116.4118.421
6
.
5
0
16
.
9
5
16
.
9
4
16.851
6
.
8
716.791
6
.
8
2
16.4416
.
4
0
16.0916
.
1
7
16
.
5
6
16.07
16
.
0
7
16.05 16.1216.5416.26
1
5
.
8
1
15.88
15.981
5
.
3
1
14
.
7
8
15.9014.13
14.08 LP
14
.
9
3
17
.
9
3
1
7
.
1
4 17.3615.0114.3614.5415.1515
.
6
9
15.91
15.55
14
.
7
2
15
.
3
2
13.5114.1613.9414.22
13.85 16.2213.60VENUS AVENUE(SEE PLAN & PROFILES)1
1
.
4
1 12.5413.2811
.
6
9
1
1
.
8
0
11.8211.7511.4612.4712.48
12
.
5
8
13
.
3
112.9412.91
12.77
1
2
.
6
412.871
2
.
5
1
13.17
13.36
1
3
.
4
8
13.1513
.
7
9
13.671
4
.
2
3
14.88 14.22
1
4
.
9
4
15.0515.101
5
.
0
4
14.3515.3915.4015.291
5
.
3
414.5814
.
6
4
15.59
15
.
8
5
15
.
4
7
15.4215.4215.6512.05
8.
8
8
15
.
6
4 4.4:14.5:11' CURB CUT
1' CURB CUT
1' CURB CUT
1' CURB CUT
TC
TC
TC
EXPOSE BACK OF CURB (6" MAX.)
1
0
.
6
8
B
T
M
11.68 BTM
11.91 BTM
2.0%3.0%
EXPOSE BACK OF CURB (6" MAX.)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:17:18 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.13
91DETAILED GRADING PLAN4090.30PROPOSED SPOT ELEVATION
LP = LOW POINT
HP = HIGH POINT
FG = FINISHED GRADE
BTM = FG AT BOTTOM OF WALL3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
12. ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO
FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
CATCH CURB & GUTTER
SPILL CURB & GUTTER
TC TRANSITION CURB FROM
CATCH TO SPILL CURB
NORTH0 20'40'
SCALE: 1" = 20'
10'
1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF
FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR
TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,
GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,
LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE FOSSIL
CREEK FLOODPLAIN/FLOODWAY AND EROSION BUFFER LIMITS. ALL ACTIVITIES
WITHIN THE FLOODPLAIN AND EROSION BUFFER ARE SUBJECT TO THE
REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS,
DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY
UNLESS NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY
CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE
A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED
IN COLORADO.
3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS NOT
ALLOWED IN THE FLOODWAY.
4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS BIKE RACKS, PICNIC
TABLES, ETC. MUST BE ANCHORED.
5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN THE EROSION BUFFER.
6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
FLOODPLAIN NOTES
C4.10
C4.11
C4.12
C4.14
C4.13
BIORETENTION
POND A2
DETENTION
POND A1
DETENTION
POND A1
BIORETENTION
POND A3
POND OUTLET STRUCTURE
(SEE DETAILS)VENUS AVENUE(SEE PLAN & PROFILE)2.3%
2.0%
2.3%
2.4%4.8:1TRACT A
TRACT B
LANDSCAPE RETAINING WALLS
(SEE LANDSCAPE PLANS, TYP.)
LANDSCAPE RETAINING WALLS
(SEE LANDSCAPE PLANS, TYP.)
4.2
:
1 4.0:1STORM OUTFALL
RESTORED WETLANDS
(SEE LANDSCAPE AND
RESTORATION PLANS)
PROPOSED UNDERDRAIN
PROPOSED CONCRETE
FOREBAY (SEE DETAILS)
PROPOSED CONCRETE
FOREBAY (SEE DETAILS)
POND OUTLET STRUCTURE
(SEE DETAILS)
4.2:1
4
.
7
:
1
4.0:14.9:14.4:
1
6.5:1
4.3:1
4.2:1
6.7:1
4.2:1
LANDSCAPE BERM 15.5020.61
20.05
17.15
EXISTING WETLANDS
(TO BE RELOCATED)13.4213
.
4
8
12.40
12.4010.0110.01 2.732.
7
8 2.852.40
2.
5
8
3.
0
1
3.
0
6
3.
2
3
3.
2
8 3.513.
2
9
3.
5
5
3.
2
7
3.
4
8
2.
6
4
2.
8
5
2.
7
2
3.
0
0
3.
1
4
3.
7
7
4.60
3.613.6113.0510.2210
.
9
6
1
1
.
2
5
1
1
.
2
510.509.
0
0
1
1
.
2
5 10.5010.211
0
.
9
7
9.00
12.06
11.019.0011
.
2
59.009.0011
.
2
5
1
1
.
2
5
9.
0
011.015.12
5.42
5.28
5.37
11.01
10.50
10.01
11.0110.50
9.50
11
.
0
1
1
1
.
0
1
11.01
10.01
10
.
0
1
11
.
0
1
9.00
11.82
9.
0
09.0011.829.009.
0
0
10.02 11.9612.61
14.1314.6814.1415
.
5
0
11.00 16.441
6
.
6
1
15.4915.82 HP15
.
1
8
14
.
3
6
15.2114.86
15.04 15.2215.08 15.121
6
.
4
0
10.50
9.50
10.01
11.01
6.91
5.75
6.18
6.54
6.68
6.
6
2
6.
3
9
7.
3
77.317.
1
98.408.
4
0 7.407.
4
0 6.726.776.
7
6
7.
4
0 9.329.
3
2
7.406.64
6.61
6.
8
46.848.408.4010.50
11.00
10.50
11.01
6.
4
6
6.
4
0 6.48
11.07 LP6.5811.00
15.71
1
5
.
7
4
15.69
16.65
14
.
8
6
16
.
0
9
H
P
16.1715.8914
.
0
2
17.70
19.93
14.83
18.79 15.1315.93
13.72
18.60
15.74
13.96 17.64
13.23
14.22
18.00
16.72
13.9414.1514.1014
.
9
8
13.9413.2913.3813.3413
.
2
8
13
.
1
7
13
.
1
1
1
3
.
2
5
1
3
.
0
7
13.8812.5712.42
12.701
2
.
4
8
13.4211.6411.7611.79
1
1
.
7
411.4711
.
5
4
15
.
5
4 16.3116.551
6
.
6
1
1
6
.
3
8
16
.
2
9
16.2615.64
15.7715.7314
.
9
3
14.1213.6013.9614
.
5
4
15
.
1
019.3218.0519.9319.3510.611' CURB CUT
1' CURB CUT
1' CURB CUT
PROPOSED LEVEL
SPREADER (SEE DETAILS)
OVERFLOW WEIR
OVERFLOW WEIR
OVERFLOW WEIR
12
.
6
%
3.
7
3
B
T
M
TC
TC
TC
3.01 BTM3.
5
8
B
T
M
3.42
B
T
M
2.67 BT
M
14.82 BTM9.
3
6
B
T
M
1
2
.
1
2
B
T
M 6.66 BTM5.25 BTM8.24 BTM8.88 BTM13.39 BTM10.69 BTM6.18 BTM1
0
.
4
4
B
T
M 10.54 BTM8.84 BTM6.64 BTM6.47 BTM6.
6
1
B
T
M 7.56 BTM9.21 BTM10.53 BTM7.13 BTM4.58 BTM3.46 BTM3.31 BTM4.
5
6
B
T
M 7.65 BTM10.34 BTM10.00 BTM8.99 BTM7.88 BTM
8.81 BTM9.78 BTM1.56 BTM3.27 BTM7.85 BTM6.52 BTM8.12 BTM11.01 BTM9.09 BTM9.32 BTM9.32 BTM9.32 BTM11.01 BTM11.00 BTM9.62 BTM14.09 BTM9.15 BTM9.
6
0
B
T
M 10.40 BTM1
0
.
9
2
B
T
M13.00 BTM13.65 BTM14
.
6
4
B
T
M 15.64 BTM15.76 BTM15.94 BTM15.98 BTM13.70 BTM12.93 BTM1
2
.
7
2
B
T
M
12
.
7
7
B
T
M
12
.
9
8
B
T
M
4.5%
1.9%PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:17:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.14
91DETAILED GRADING PLAN4190.30PROPOSED SPOT ELEVATION
LP = LOW POINT
HP = HIGH POINT
FG = FINISHED GRADE
BTM = FG AT BOTTOM OF WALL3.1
3
EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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. REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10. CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE
100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,
SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A
MASTER GRADING PLAN ARE TO BE SHOWN.
12. ALL SPOT ELEVATIONS SHOWN ADJACENT TO PAVEMENT ARE TO
FLOWLINE, EDGE OF WALK OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
CATCH CURB & GUTTER
SPILL CURB & GUTTER
TC TRANSITION CURB FROM
CATCH TO SPILL CURB
NORTH0 20'40'
SCALE: 1" = 20'
10'
1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE
FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,
GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING
LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL
CHANNELS, ETC.) WITHIN THE FOSSIL CREEK
FLOODPLAIN/FLOODWAY AND EROSION BUFFER LIMITS. ALL
ACTIVITIES WITHIN THE FLOODPLAIN AND EROSION BUFFER
ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF
THE FORT COLLINS MUNICIPAL CODE.
2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE
PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING
AREAS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE
CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE.
ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY
FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION
PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN
COLORADO.
3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR
PERMANENT) IS NOT ALLOWED IN THE FLOODWAY.
4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS
BIKE RACKS, PICNIC TABLES, ETC. MUST BE ANCHORED.
5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN
THE EROSION BUFFER.
6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE
MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION
3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
FLOODPLAIN NOTES
C4.10
C4.11
C4.12
C4.14
C4.13
9+75
10+00
11+00
12+00
13+0014+00
15+0015+25
STA: 15+25.00
N: 1428362.13
E: 3117785.47
END ALIGNMENT
STA: 15+15.04
N: 1428369.81
E: 3117791.81
END WALL
STA: 9+75.00
N: 1428741.52
E: 3118161.65
BEGIN ALIGNMENT
STA: 10+00.00
N: 1428728.55
E: 3118140.29
BEGIN WALL
VENUS AVENUE LOWER WALL
(SEE SHEET C4.21)
VENUS AVENUE
72'
R.O.W.
WALL STEP
WALL STEP
WALL STEPWALL STEP
WALL STEPWALL STEPWALL STEP
WALL STEP
WALL STEP
W. COLLEGE AVE.LIGHT POLE ON TOP
OF WALL (TYP.)
4.5'
UNDERGROUND
DETENTION SYSTEM
STORM LINE A
(SEE SHEET C3.30)
STORM LINE A7.1
(SEE SHEET C3.31)
VENUS AVENUE UPPER WALL PROFILE
STA: 9+50 - STA: 15+50
4990
4995
5000
5005
5010
5015
5020
5025
4990
4995
5000
5005
5010
5015
5020
5025
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50
PROPOSED GRADE
@ TOP OF WALL
PROPOSED GRADE
@ BOTTOM OF WALL
PROPOSED GRADE
EXISTING GROUND
1'
1'
1'
1'
1'
1'
1'
1'
1'
BEGIN WALL
STA.=10+00.00
EL. = 5005.00
WALL STEP
STA.=10+26.09
EL. = 5006.00
END WALL
STA.=15+15.04
EL. = 5014.00
WALL STEP
STA.=10+63.64
EL. = 5007.00
WALL STEP
STA.=10+97.41
EL. = 5008.00
WALL STEP
STA.=11+33.70
EL. = 5009.00
WALL STEP
STA.=11+51.86
EL. = 5010.00
WALL STEP
STA.=11+79.54
EL. = 5011.00
WALL STEP
STA.=12+09.95
EL. = 5012.00
WALL STEP
STA.=13+16.95
EL. = 5013.00
WALL STEP
STA.=14+25.25
EL. = 5014.00
STA: 12+10.28INV.= 4995.88PROP. 8" STORM0 30'60'
SCALE: 1" = 30'
15'NORTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 30'
1" = 3'9/14/202210:17:40 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.20
91WALL PLAN & PROFILE - VENUS AVE. UPPER WALL42
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND
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. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES
THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
SIDEWALKS, 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. 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.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
5. SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION
PREPARATION, DESIGN AND RECOMMENDATIONS.
6. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS
RECOMMENDED UNDER THE BUILDING PAD AND SITE PAVEMENTS.
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR
MORE INFORMATION.
7. STATIONING SHOWN IS TO CENTERLINE OF WALL (CENTERLINE OF
UPPER WALL FOR VENUS WALLS).
8. REFER TO APPROVED ARCHITECTURAL AND STRUCTURAL PLANS
FOR WALL DETAILS INCLUDING, BUT NOT LIMITED TO,
FOUNDATIONS, CONCRETE REINFORCEMENT, WALL THICKNESS
AND RAILING.
9. REFER TO DETAILED GRADING PLANS FOR MORE DETAILED
INFORMATION ON FINISHED GRADE ELEVATIONS AT BOTTOM OF
WALLS.
GENERAL NOTES
SWALE FLOWLINE
WALL
RIGHT OF WAY
EASEMENT LINES
LOT LINES
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
9+75
10+00
11+00
12+00
13+0014+00
15+0015+25
WALL STEP
WALL STEP
WALL STEP
WALL STEPWALL STEPWALL STEP
WALL STEP
WALL STEP
WALL STEP
STA: 9+75.00
N: 1428741.52
E: 3118161.65
BEGIN ALIGNMENT
STA: 15+25.00
N: 1428362.13
E: 3117785.47
END ALIGNMENT
STA: 14+91.32 (4.00', R)
N: 1428390.64
E: 3117803.83
END WALL
STA: 10+80.19 (4.00', R)
N: 1428677.81
E: 3118078.01
BEGIN WALL
W. COLLEGE AVE.VENUS AVENUE
72'
R.O.W.
VENUS AVENUE UPPER WALL
(SEE SHEET C4.20)
4.5'
UNDERGROUND
DETENTION SYSTEM
STORM LINE A
(SEE SHEET C3.30)
VENUS AVENUE LOWER WALL PROFILE
STA: 9+50 - STA: 15+50
4985
4990
4995
5000
5005
5010
5015
5020
4985
4990
4995
5000
5005
5010
5015
5020
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+50
PROPOSED GRADE
@ TOP OF WALL
PROPOSED GRADE
@ BOTTOM OF WALL
EXISTING GROUND
WALL STEP
STA.=11+33.17
EL. = 5003.00
WALL STEP
STA.=11+43.58
EL. = 5004.00
WALL STEP
STA.=11+58.26
EL. = 5005.00
WALL STEP
STA.=12+87.87
EL. = 5006.00
WALL STEP
STA.=13+25.41
EL. = 5007.00
WALL STEP
STA.=13+61.61
EL. = 5008.00
WALL STEP
STA.=13+90.11
EL. = 5009.00
WALL STEP
STA.=14+09.72
EL. = 5010.00
WALL STEP
STA.=14+29.88
EL. = 5011.00
END WALL
STA.=14+91.32
EL. = 5011.00
1'
1'
1'
1'
1'
1'
1'
1'
1'
BEGIN WALL
STA.=10+80.19
EL. = 5002.00
UNDERGROUND
DETENTION AND
STORM SYSTEM
BELOW WALL
STA: 12+10.28INV.= 4995.88PROP. 8" STORM0 30'60'
SCALE: 1" = 30'
15'NORTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 30'
1" = 3'9/14/202210:17:45 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.21
91WALL PLAN & PROFILE - VENUS AVE. LOWER WALL43
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND
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. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES
THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
SIDEWALKS, 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. 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.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
5. SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION
PREPARATION, DESIGN AND RECOMMENDATIONS.
6. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS
RECOMMENDED UNDER THE BUILDING PAD AND SITE PAVEMENTS.
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR
MORE INFORMATION.
7. STATIONING SHOWN IS TO CENTERLINE OF WALL (CENTERLINE OF
UPPER WALL FOR VENUS WALLS).
8. REFER TO APPROVED ARCHITECTURAL AND STRUCTURAL PLANS
FOR WALL DETAILS INCLUDING, BUT NOT LIMITED TO,
FOUNDATIONS, CONCRETE REINFORCEMENT, WALL THICKNESS
AND RAILING.
9. REFER TO DETAILED GRADING PLANS FOR MORE DETAILED
INFORMATION ON FINISHED GRADE ELEVATIONS AT BOTTOM OF
WALLS.
GENERAL NOTES
SWALE FLOWLINE
WALL
RIGHT OF WAY
EASEMENT LINES
LOT LINES
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
9+7510+0011+0012+0012+75
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
LOT 1
RISING SON MANOR
SUBDIVISION
KIA DEALERSHIP
BUILDING
FFE = 5022.25
#5822
EXISTING
#5828
EXISTING
#5834
EXISTING
#5817
EXISTING
STA: 9+75.00
N: 1428053.29
E: 3117983.06
BEGIN ALIGNMENT
STA: 10+00.00
N: 1428028.29
E: 3117982.73
BEGIN WALL
WALL STEPWALL STEP
STA: 12+70.00
N: 1427758.71
E: 3117979.19
END WALL
STA: 12+75.00
N: 1427753.71
E: 3117979.13
END ALIGNMENT PROPERTY LINE
KIA WALL PROFILE
STA: 9+50 - STA: 13+00
5000
5005
5010
5015
5020
5025
5030
5035
5000
5005
5010
5015
5020
5025
5030
5035
9+5010+0010+5011+0011+5012+0012+5013+00
PROPOSED GRADE
@ TOP OF WALL
PROPOSED GRADE
@ BOTTOM OF WALL
PROPOSED GRADE
EXISTING GROUND
1'
1'
WALL STEP
STA.=10+09.64
EL. = 5021.00
WALL STEP
STA.=10+41.06
EL. = 5022.00
BEGIN WALL
STA.=10+00.00
EL. = 5020.00
END WALL
STA.=12+69.90
EL. = 5022.00
TOP OF CURB ABOVE
TOP OF WALL
0 30'60'
SCALE: 1" = 30'
15'
NORTH
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 30'
1" = 3'9/14/202210:17:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.22
91WALL PLAN & PROFILE - KIA WALL44
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND
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. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES
THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,
SIDEWALKS, 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. 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.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
5. SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION
PREPARATION, DESIGN AND RECOMMENDATIONS.
6. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS
RECOMMENDED UNDER THE BUILDING PAD AND SITE PAVEMENTS.
CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR
MORE INFORMATION.
7. STATIONING SHOWN IS TO CENTERLINE OF WALL (CENTERLINE OF
UPPER WALL FOR VENUS WALLS).
8. REFER TO APPROVED ARCHITECTURAL AND STRUCTURAL PLANS
FOR WALL DETAILS INCLUDING, BUT NOT LIMITED TO,
FOUNDATIONS, CONCRETE REINFORCEMENT, WALL THICKNESS
AND RAILING.
9. REFER TO DETAILED GRADING PLANS FOR MORE DETAILED
INFORMATION ON FINISHED GRADE ELEVATIONS AT BOTTOM OF
WALLS.
GENERAL NOTES
SWALE FLOWLINE
WALL
RIGHT OF WAY
EASEMENT LINES
LOT LINES
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
CREEKBUENO DRIVEFOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSPHASE 2 IMPROVEMENTSLANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSEXISTING CULVERT TO REMAINTRAIL
EROSION CONTROL MEASURES TO BE PROVIDEDBETWEEN BOUNDARY OF PHASE 1 IMPROVEMENTSAND EXISTING DEALERSHIP. TO NOT INTERFEREWITH EXISTING DEALERSHIP OPERATION.PROPERTY LINEPROPERTY LINECOORDINATE DOWNSTREAM CULVERTPROTECTION WITH PROPERTY OWNERPRIOR TO AND DURING CONSTRUCTION1" = 60'1" = N/ANORTH
9/14/2022 10:18:03 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.30PHASE 1 EROSION CONTROL PLAN
MOBILIZATION & DEMOLITION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
R
E
L
I
M
I
N
A
R
YPLANSN
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100445 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
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LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MATTO BE PLACED WITHIN CHANNEL(SEE NOTE 4)UNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:14.0:14.0:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAILTEMPORARY EROSIONCONTROL BLANKET TOBE INSTALLED ATBOTTOM OF POND A1PERMANENT TURF REINFORCEMENTMAT TO BE INSTALLED ATOVERFLOW OF POND A2EROSION CONTROL MEASURES TO BE PROVIDEDBETWEEN BOUNDARY OF PHASE 1 IMPROVEMENTSAND EXISTING DEALERSHIP. TO NOT INTERFEREWITH EXISTING DEALERSHIP OPERATION.PROPERTY LINEPROPERTY LINECOORDINATE DOWNSTREAM CULVERTPROTECTION WITH PROPERTY OWNERPRIOR TO AND DURING CONSTRUCTION4.0:14.3:17.1:13.0:1TEMPORARY EROSION CONTROLBLANKET TO BE INSTALLED ONSLOPES STEEPER THAN 4:14.0:14.0:14.4:14.1:16.7:15.2:1 4.8:14.2:15.6:1
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CONSTRUCTION FENCE TOLIMIT ACCESS TO SITE(COORD. CLOSURE W/ CITY)1" = 60'1" = N/ANORTH
9/14/2022 10:18:07 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.31PHASE 1 EROSION CONTROL PLAN
GRADING & UTILITY INSTALLATION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100446 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)NISSAN DEALERSHIPBUILDINGFFE = 5020.00BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
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LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MATTO BE PLACED WITHIN CHANNEL(SEE NOTE 4)UNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:14.0:14.0:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAILTEMPORARY EROSIONCONTROL BLANKET TOBE INSTALLED ATBOTTOM OF POND A1PERMANENT TURF REINFORCEMENTMAT TO BE INSTALLED ATOVERFLOW OF POND A2EROSION CONTROL MEASURES TO BE PROVIDEDBETWEEN BOUNDARY OF PHASE 1 IMPROVEMENTSAND EXISTING DEALERSHIP. TO NOT INTERFEREWITH EXISTING DEALERSHIP OPERATION.PROPERTY LINEPROPERTY LINECOORDINATE DOWNSTREAM CULVERTPROTECTION WITH PROPERTY OWNERPRIOR TO AND DURING CONSTRUCTION4.0:14.3:17.1:13.0:1TEMPORARY EROSION CONTROLBLANKET TO BE INSTALLED ONSLOPES STEEPER THAN 4:14.0:14.0:14.4:14.1:16.7:15.2:1 4.8:14.2:15.6:1
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CONSTRUCTION FENCE TOLIMIT ACCESS TO SITE(COORD. CLOSURE W/ CITY)1" = 60'1" = N/ANORTH
9/14/2022 10:18:14 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.32PHASE 1 EROSION CONTROL PLAN
PAVING & VERTICAL CONSTRUCTION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100447 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)NISSAN DEALERSHIPBUILDINGFFE = 5020.00BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
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LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MATTO BE PLACED WITHIN CHANNEL(SEE NOTE 4)UNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:14.0:14.0:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAILTEMPORARY EROSIONCONTROL BLANKET TOBE INSTALLED ATBOTTOM OF POND A1PERMANENT TURF REINFORCEMENTMAT TO BE INSTALLED ATOVERFLOW OF POND A2PROPERTY LINEPROPERTY LINECOORDINATE DOWNSTREAM CULVERTPROTECTION WITH PROPERTY OWNERPRIOR TO AND DURING CONSTRUCTION4.0:14.3:17.1:13.0:1TEMPORARY EROSION CONTROLBLANKET TO BE INSTALLED ONSLOPES STEEPER THAN 4:14.0:14.0:14.4:14.1:16.7:15.2:1 4.8:14.2:15.6:1
5.1:1
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CONSTRUCTION FENCE TOLIMIT ACCESS TO SITE(COORD. CLOSURE W/ CITY)1" = 60'1" = N/ANORTH
9/14/2022 10:18:20 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.33PHASE 1 EROSION CONTROL PLAN
LANDSCAPING & FINAL STABILIZATION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100448 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 1
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSCOLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLC1" = 30'1" = N/ANORTH
9/14/2022 10:18:34 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.40PHASE 2 EROSION CONTROL PLAN
MOBILIZATION & DEMOLITION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100449 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)PHASE 2EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLCOLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
9/14/2022 10:18:39 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.41PHASE 2 EROSION CONTROL PLAN
GRADING & UTILITY INSTALLATION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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YPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100450 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 2
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLKIA DEALERSHIPBUILDINGFFE = 5022.25COLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
9/14/2022 10:18:44 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.42PHASE 2 EROSION CONTROL PLAN
PAVING & VERTICAL CONSTRUCTION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
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YPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100451 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 2
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLKIA DEALERSHIPBUILDINGFFE = 5022.25COLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
9/14/2022 10:18:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.43PHASE 2 EROSION CONTROL PLAN
LANDSCAPING & FINAL STABILIZATION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSN
O
T
F
O
R
C
O
N
S
T
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U
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100452 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. TURF REINFORCEMENT MAT TO BE NORTH AMERICAN GREEN VMAXSC250 OR APPROVED EQUAL.5. EROSION CONTROL BLANKET TO BE NORTH AMERICAN GREENERONET SC150 OR APPROVED EQUAL.6. REFER TO SHEETS C4.10-C4.14 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMAT (SEE NOTE 4)OUTLETPROTECTIONSEEDINGEROSIONCONTROL BLANKET(SEE NOTE 5)EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE91PHASE 2
9
+
5
0
1
0
+
0
0
11
+
0
0
12+00
13+0014+0015+0016+0017+00
18+00
19+0020+0021+00SEE SHEET
C5.01MATCHLINE
S45° 29' 18"W 377.91'S11° 45' 26"E 281.58'L=217.30'R=275.00'
∆=45.27°L=274.76'R =275.00'∆=57.25°150' R.O.W.
72' R.O.W.
50'
FL-FLVENUS AVENUE
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
9
+
5
0
1
0
+
0
0
11
+
0
0
12+00
13+0014+0015+0016+0017+00
18+0019+0020+009
+
5
0
1
0
+
0
0
11
+
0
0
12+0
0
13+0014+0015+0016+0017+00
18+00
19+0020+0021+0022+00NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
STA: 9+50.00
N: 1428840.88
E: 3118397.55
BEGIN RIGHT FL ALIGNMENT
STA: 9+50.00
N: 1428815.88
E: 3118397.22
BEGIN CL ALIGNMENT
STA: 9+50.00
N: 1428790.89
E: 3118396.88
BEGIN LT. FL ALIGNMENTPC: 10+75.75PT: 12+93.05PC: 16+70.95PT:
1
9
+
4
5
.
7
1 LOT 2L1
C1
L2
C7
L7
SIGHT DISTANCE TRIANGLE
10+02.15 (VENUS AVE)=
13+28.73 (COLLEGE AVE)
N. 1428816.58
E. 3118345.07
L
6
N
8
9
°
1
4
'
1
6
"
W
1
2
5
.
7
5
'
B
U
E
N
O
D
R
I
V
EFRONTAGE ROADCOLLEGE AVE (HWY 287)11+0012+0013+0014+0015+00C2
C8
L8L3SIGHT DISTANCE TRIANGLE
VENUS AVENUE CENTERLINE PROFILE (STA: 9+50 - STA: 17+50)
4980
4985
4990
4995
5000
5005
5010
5015
5020
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 PVI STA = 10+33.64PVI ELEV = 5001.58PVI STA = 10+43.93PVI ELEV = 5001.25PVI STA = 10+54.15PVI ELEV = 5000.93PVI STA = 10+64.69PVI ELEV = 5001.14PVI STA = 10+81.61PVI ELEV = 5001.47127.5' VC
HIGH PT EL: 5002.11
HIGH PT STA: 11+44.42
PVI STA: 11+55.67
PVI EL: 5002.77
AD: 4.25
K: 30.00
BVCS: 10+91.92BVCE: 5001.65EVCS: 12+19.42EVCE: 5001.18320.0' VC
LOW PT EL: 4996.78
LOW PT STA: 14+45.45
PVI STA: 15+05.45
PVI EL: 4994.03
AD: 8.00
K: 40.00
BCVS: 13+45.45BVCE: 4998.03ECVS: 16+65.45EVCE: 5002.83EG=5000.8FG=EG=5001.8FG=EG=5002.6FG=5001.06EG=5004.8FG=5001.79EG=5003.4FG=5002.11EG=5000.4FG=5001.60EG=4997.9FG=5000.41EG=4998.3FG=4999.16EG=4998.4FG=4997.91EG=4996.5FG=4997.03EG=4993.8FG=4996.78EG=4992.8FG=4997.15EG=4994.4FG=4998.14EG=4998.1FG=4999.76EG=5001.3FG=5002.01EG=5003.9FG=5004.73EG=5007.4FG=5007.48PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GROUND
MATCHLINE - SEE SHEET C5.015.50%STA: 14+45.53INV.= 4991.6215" STORMSTA: 14+76.48INV.= 4989.4418" STORM-2.50%-3.19%
-3.19%
2.00%
2.00%
1.75%
VENUS AVENUE LEFT FLOWLINE PROFILE (STA: 9+50 - STA: 17+50)
4980
4985
4990
4995
5000
5005
5010
5015
5020
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 PVI STA = 10+33.71PVI ELEV = 5002.57PVI STA = 12+73.29PVI ELEV = 4998.71PVI STA = 14+26.00PVI ELEV = 4996.07PVI STA = 14+45.99PVI ELEV = 4996.17PVI STA = 14+06.01PVI ELEV = 4996.17PVI STA = 10+43.91PVI ELEV = 5002.27PVI STA = 10+54.13PVI ELEV = 5001.97PVI STA = 10+82.82PVI ELEV = 5002.12PVI STA = 10+90.46PVI ELEV = 5002.17100.0' VC
PVI STA: 11+63.17
PVI EL: 5001.63
AD: 1.91
K: 52.34
BVCS: 11+13.17BVCE: 5002.00EVCS: 12+13.17EVCE: 5000.3095.0' VC
PVI STA: 13+56.68
PVI EL: 4996.50
AD: 1.98
K: 47.96
BCVS: 13+09.18BVCE: 4997.76ECVS: 14+04.18EVCE: 4996.18215.0' VC
PVI STA: 15+55.77
PVI EL: 4996.72
AD: 5.56
K: 38.66
BCVS: 14+48.27BVCE: 4996.18ECVS: 16+63.27EVCE: 5003.23EG=5002.2FG=EG=5002.8FG=EG=5004.0FG=5002.09EG=5007.3FG=5002.09EG=5004.6FG=5001.60EG=5001.7FG=5000.63EG=5000.0FG=4999.33EG=5001.0FG=4998.00EG=5000.2FG=4996.85EG=4997.6FG=4996.21EG=4995.6FG=4996.19EG=4995.1FG=4996.79EG=4997.9FG=4998.03EG=5001.8FG=4999.92EG=5005.0FG=5002.45EG=5006.9FG=5005.46EG=5011.4FG=5008.49PROPOSED GRADE
@ LEFT FLOWLINE
EXISTING GROUND
MATCHLINE - SEE SHEET C5.01-0.74%-2.65%
0.50%
-2.65%
-0.67%
-2.90%
-2.90%
0.50%
0.63%
6.06%STA: 14+25.78INV.= 4991.4915" STORMSTA: 14+49.27INV.= 4989.5718" STORMVENUS AVENUE RIGHT FLOWLINE PROFILE (STA: 9+50 - STA: 17+50)
4980
4985
4990
4995
5000
5005
5010
5015
5020
4980
4985
4990
4995
5000
5005
5010
5015
5020
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 PVI STA = 10+33.53PVI ELEV = 5000.56PVI STA = 10+43.97PVI ELEV = 5000.22PVI STA = 10+54.17PVI ELEV = 4999.89PVI STA = 13+19.38PVI ELEV = 4998.54PVI STA = 14+65.01PVI ELEV = 4996.09PVI STA = 14+85.00PVI ELEV = 4996.19PVI STA = 16+90.75PVI ELEV = 5002.42PVI STA = 14+45.01PVI ELEV = 4996.19PVI STA = 10+76.17PVI ELEV = 5000.25140.0' VC
HIGH PT EL: 5001.43
HIGH PT STA: 11+60.30
PVI STA: 11+58.34
PVI EL: 5002.26
AD: 4.76
K: 29.44
BVCS: 10+88.34BVCE: 5000.55EVCS: 12+28.34EVCE: 5000.6475.0' VC
PVI STA: 14+05.22
PVI EL: 4996.39
AD: 2.00
K: 37.57
BCVS: 13+67.72BVCE: 4997.33ECVS: 14+42.72EVCE: 4996.21180.0' VC
PVI STA: 15+77.06
PVI EL: 4996.65
AD: 4.57
K: 39.40
BCVS: 14+87.06BVCE: 4996.20ECVS: 16+67.06EVCE: 5001.22EG=5000.7FG=EG=5000.7FG=EG=5001.2FG=5000.02EG=5003.0FG=5000.81EG=5001.2FG=5001.41EG=4999.3FG=5001.16EG=4996.3FG=5000.14EG=4995.3FG=4998.98EG=4996.4FG=4997.77EG=4994.5FG=4996.66EG=4992.6FG=4996.17EG=4990.9FG=4996.29EG=4990.9FG=4997.02EG=4994.5FG=4998.39EG=4997.7FG=5000.39EG=5000.6FG=5002.89EG=5003.7FG=5005.43PROPOSED GRADE
@ RIGHT FLOWLINE
EXISTING GROUND
MATCHLINE - SEE SHEET C5.01STA: 14+65.33INV.= 4991.7415" STORMSTA: 14+96.90INV.= 4987.6018" STORM-3.27%-3.30%
-2.31%
2.44%
0.50%
5.07%
-2.50%
-0.50%
1.65%
FLOWLINE CURVE TABLE
CURVE
C1
C2
C7
C8
DELTA
45°16'26"
57°14'44"
45°16'26"
57°14'44"
RADIUS
300.00'
300.00'
250.00'
250.00'
LENGTH
237.05'
299.74'
197.54'
249.78'
BEARING
S68°07'31"W
S16°51'56"W
S68°07'31"W
S16°51'56"W
CHORD
230.93'
287.42'
192.44'
239.52'
FLOWLINE LINE TABLE
LINE
L1
L2
L6
L7
LENGTH
125.75'
377.91'
125.75'
377.91'
BEARING
S89°14'16.46"E
S45°29'17.99"W
S89°14'16.46"E
S45°29'17.99"W
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 10'9/14/202210:19:15 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.00
91ROAD PLAN & PROFILEVENUS AVENUE53NORTHROW =
LEGEND
PROPOSED CURB & GUTTER
SIDEWALK/TRAIL
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
SECTION LINE
EXISTING CURB & GUTTER
CENTERLINE
STORM SEWER
RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
ESMT. =EASEMENT
CL =CENTERLINE
FUTURE CURB & GUTTER
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND
CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING
CONSTRUCTION.
4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP
DESIGN AND CONSTRUCTION INFORMATION.
5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS
AND NOTES ON SHEET C0.03 AND C0.04.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
1
5
+
0
0
1
6
+
0
0
17
+
0
0
18+00
19+00
20+00
21+00
22+00
23+0024+0025+0025+46 MATCHLINESEE SHEET C5.00S11° 45' 26"E
2
8
1
.
5
8'
S03° 02' 37"E 90.42'
L =8 8 .2 1 '
R
=5 8 0 .0 0 '∆=8 .7 1 °L =14 0.14'R=969.5 0 '
∆=8.2 8°MILKY WAY#5822
EXISTING
#5828
EXISTING
#5834
EXISTING
#200
EXISTING
#206
EXISTING
#201
EXISTING
VENUS AVEN
U
EVENUS AVENUE
SIGHT DISTANCE TRIANGLE
R560'
25+08
1
5
+
0
0
1
6
+
0
0
17
+
0
0
18+0019+00
20+00
21+00
22+00
23+0024+0025+00
1
5
+
0
0
1
6
+
0
0
17
+
0
0
18+0
0
19+00
20+00
21+00
22+00
23+00
24+00
25+0025+84
LOT 1
RISING SON MANOR
SUBDIVISION
STA: 25+46.06
N: 1427628.26
E: 3117799.95
END CL ALIGNMENT
STA: 25+07.72
N: 1427626.27
E: 3117820.92
END LT. FL ALIGNMENT
STA: 25+84.47
N: 1427630.01
E: 3117779.30
END RT. FL ALIGNMENT
PC: 16+70.95PT: 19+45.71PC: 22+27.30PT: 23+15.50PC: 24+05.92C2
L3
C3
L4C4C5
C6
R=10' (TYP.)
R=10' (TYP.)
R=10' (TYP.)
R=10' (TYP.)
C8
L8
C9L9
C10
SIGHT DISTANCE TRIANGLE
STA: 25+00.04
N: 1427714.33
E: 3117782.80
END CONSTRUCTION
MATCH EXISTING
STA: 21+50.44
N: 1427981.77
E: 3117800.47
END CONSTRUCTION
MATCH EXISTING
SAWCUT ALONG LANE LINE AND
MILL 1' EAST OF SAWCUT
STA: 22+99.44
N: 1427874.57
E: 3117796.75
END FULL WIDTH CONSTRUCTION
BEGIN WIDENING TO THE WEST
L5
VENUS AVENUE CENTERLINE PROFILE (STA: 17+50 - STA: 25+50)
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50
-2.00%
-2.49%
-1.26%PVI STA = 22+05.29PVI ELEV = 5013.48PVI STA = 22+88.44PVI ELEV = 5012.58PVI STA = 22+82.44PVI ELEV = 5012.43PVI STA = 22+76.43PVI ELEV = 5012.58220.0' VC
HIGH PT EL: 5016.94
HIGH PT STA: 20+02.76
PVI STA: 19+51.42
PVI EL: 5018.55
AD: 7.50
K: 29.33
BVCS: 18+41.42BVCE: 5012.50EVCS: 20+61.42EVCE: 5016.35EG=5007.4FG=5007.48EG=5011.8FG=5010.23EG=5016.2FG=5012.96EG=5018.8FG=5015.14EG=5019.7FG=5016.47EG=5020.2FG=5016.94EG=5018.1FG=5016.56EG=5016.0FG=5015.58EG=5014.0FG=5014.58EG=5013.5FG=5013.58EG=5012.6FG=5012.92EG=5013.0FG=5012.99EG=5014.7FG=5014.66EG=5017.8FG=5017.77EG=5020.8FG=5020.75EG=FG=EG=FG=PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING
GROUND
MATCHLINE - SEE SHEET C5.003.34%
2.50%
5.50%
MATCH EXISTING AT ℄ BEYOND
FULL WIDTH CONSTRUCTION AT STA: 22+99.44 STA: 21+42.67INV.= 5009.2129"x45" STORMSTA: 18+56.87INV.= 5008.7015" STORMVENUS AVENE LEFT FLOWLINE PROFILE (STA: 17+50 - STA: 25+50)
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50
-1.07%
-2.11%-2.11%
-2.00%
-1.91%PVI STA = 20+70.36PVI ELEV = 5014.65PVI STA = 20+82.06PVI ELEV = 5014.43PVI STA = 21+13.67PVI ELEV = 5013.76PVI STA = 21+38.77PVI ELEV = 5013.24PVI STA = 21+50.44PVI ELEV = 5013.11220.0' VC
HIGH PT EL: 5016.29
HIGH PT STA: 19+61.37
PVI STA: 19+05.96
PVI EL: 5017.94
AD: 8.06
K: 27.29
BVCS: 17+95.96BVCE: 5011.28EVCS: 20+15.96EVCE: 5015.74EG=5011.4FG=5008.49EG=5016.3FG=5011.52EG=5019.1FG=5014.02EG=5020.3FG=5015.60EG=5020.4FG=5016.26EG=5018.2FG=5016.01EG=5016.7FG=5015.06EG=5014.3FG=5014.05EG=5013.1FG=5013.11EG=5013.0FG=EG=5013.1FG=EG=5013.9FG=EG=5016.6FG=EG=5020.1FG=EG=5023.1FG=EG=5024.8FG=EG=FG=PROPOSED GRADE
@ LEFT FLOWLINE
EXISTING GROUND
MATCHLINE - SEE SHEET C5.006.06%STA: 20+98.50INV.= 5009.2729"x45" STORMSTA: 18+15.23INV.= 5008.8315" STORMVENUS AVENUE RIGHT FLOWLINE PROFILE (STA: 17+50 - STA: 25+50)
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50
-2.00%
6.12%
6.25%
6.10%
4.45%
-2.57%2.50%
-1.20%3.04%PVI STA = 22+58.18PVI ELEV = 5012.69PVI STA = 25+18.88PVI ELEV = 5021.82PVI STA = 24+40.33PVI ELEV = 5017.02PVI STA = 24+81.26PVI ELEV = 5019.52PVI STA = 18+76.72PVI ELEV = 5011.88PVI STA = 23+24.83PVI ELEV = 5011.81PVI STA = 23+30.85PVI ELEV = 5011.96PVI STA = 23+18.84PVI ELEV = 5011.96210.0' VC
HIGH PT EL: 5016.25
HIGH PT STA: 20+47.47
PVI STA: 20+07.51
PVI EL: 5017.70
AD: 6.45
K: 32.56
BVCS: 19+02.51BVCE: 5013.03EVCS: 21+12.51EVCE: 5015.6050.0' VC
PVI STA: 23+86.35
PVI EL: 5013.65
AD: 3.21
K: 15.57
BCVS: 23+61.35BVCE: 5012.89ECVS: 24+11.35EVCE: 5015.21EG=5003.7FG=5005.43EG=5007.6FG=5007.98EG=5012.6FG=5010.52EG=5016.6FG=5012.92EG=5018.6FG=5014.80EG=5019.3FG=5015.91EG=5019.5FG=5016.25EG=5018.0FG=5015.83EG=5015.7FG=5014.86EG=5014.3FG=5013.86EG=5013.1FG=5012.86EG=5011.7FG=5012.19EG=5012.9FG=5012.54EG=5014.1FG=5014.54EG=5016.8FG=5017.61EG=5020.7FG=5020.67EG=5023.1FG=PROPOSED GRADE
@ RIGHT FLOWLINE
EXISTING GROUND
MATCHLINE - SEE SHEET C5.005.09%STA: 22+10.66INV.= 5009.1229"x45" STORMSTA: 18+98.52INV.= 5008.5715" STORMFLOWLINE LINE TABLE
LINE
L3
L4
L5
L8
L9
LENGTH
281.58'
90.42'
5.91'
169.19'
56.71'
BEARING
S11°45'26.02"E
N03°02'36.94"W
N18°29'36.58"W
S11°45'26.02"E
S08°24'19.23"E
FLOWLINE CURVE TABLE
CURVE
C2
C3
C4
C5
C6
C8
C9
C10
DELTA
57°14'44"
8°42'49"
2°05'04"
17°32'04"
19°15'01"
57°14'44"
3°21'07"
3°21'07"
RADIUS
300.00'
555.00'
944.50'
20.00'
20.00'
250.00'
200.00'
200.00'
LENGTH
299.74'
84.41'
34.36'
6.12'
6.72'
249.78'
11.70'
11.70'
BEARING
S16°51'56"W
N07°24'01"W
N02°00'05"W
S09°43'35"E
N08°52'06"W
S16°51'56"W
N10°04'53"W
S10°04'53"E
CHORD
287.42'
84.32'
34.36'
6.10'
6.69'
239.52'
11.70'
11.70'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 10'9/14/202210:19:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.01
91ROAD PLAN & PROFILEVENUS AVENUE54
NORTH
ROW =
LEGEND
PROPOSED CURB & GUTTER
SIDEWALK/TRAIL
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
SECTION LINE
EXISTING CURB & GUTTER
CENTERLINE
STORM SEWER
RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
ESMT. =EASEMENT
CL =CENTERLINE
FUTURE CURB & GUTTER
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND
CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING
CONSTRUCTION.
4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP
DESIGN AND CONSTRUCTION INFORMATION.
5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS
AND NOTES ON SHEET C0.03 AND C0.04.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
COLLEGE AVE (HWY 287)BUENO DRIVEMATCHLINESEE SHEET C5.03LOT 32
LOT 1LOT 2EUNEVAVENUS STA: 2+00.00
N: 1429947.11
E: 3118315.16
BEGIN RT. FL ALIGNMENT
STA: 8+87.47
N: 1429259.69
E: 3118306.66
BEGIN CONSTRUCTION
MATCH EXISTING
PI: 13+05.56PI: 13+30.56PI: 13+55.56PC:
13+71
.72PC: 12+58.36PC: 8+87.47PC: 9+24.94PT: 14+09.86PT: 12+87.21PT: 8+98.94PT: 9+36.21FOSSIL
C
R
E
E
K
T
R
A
I
L
2+003+004+005+006+007+008+009+0010+0011+0012+00
13+00
14+00
L10C11L11C12L12C13
L13L14L15L16
C14
6+007+008+009+0010+0011+0012+0013+0014+00
L17
COLLEGE AVENUE RIGHT FLOWLINE (1 OF 3) PROFILE (STA: 2+00 - STA: 14+00)
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
4950
4955
4960
4965
4970
4975
4980
4985
4990
4995
5000
5005
5010
5015
5020
5025
2+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+00 PVI STA = 8+87.47PVI ELEV = 4979.86PVI STA = 9+24.94PVI ELEV = 4982.01PVI STA = 9+36.21PVI ELEV = 4982.64PVI STA = 9+66.03PVI ELEV = 4984.35PVI STA = 10+26.06PVI ELEV = 4987.40PVI STA = 10+84.05PVI ELEV = 4990.25PVI STA = 11+35.63PVI ELEV = 4992.70PVI STA = 11+78.56PVI ELEV = 4994.63PVI STA = 12+58.36PVI ELEV = 4998.02PVI STA = 12+85.00PVI ELEV = 4999.31PVI STA = 12+87.21PVI ELEV = 4999.35PVI STA = 13+05.56PVI ELEV = 4999.89PVI STA = 13+30.56PVI ELEV = 5000.93PVI STA = 13+55.56PVI ELEV = 5001.97PVI STA = 13+71.72PVI ELEV = 5002.62PVI STA = 13+77.17PVI ELEV = 5002.73EG=4957.8FG=EG=4958.4FG=EG=4959.3FG=EG=4960.0FG=EG=4960.9FG=EG=4961.8FG=EG=4963.1FG=EG=4964.8FG=EG=4966.5FG=EG=4968.3FG=EG=4970.3FG=EG=4972.7FG=EG=4975.1FG=EG=4977.7FG=EG=4980.9FG=4980.58EG=4983.8FG=4983.43EG=4986.4FG=4986.07EG=4989.2FG=4988.58EG=4991.4FG=4991.01EG=4993.9FG=4993.35EG=4995.7FG=4995.54EG=4998.1FG=4997.66EG=5001.5FG=4999.72EG=5005.2FG=5001.74EG=5003.9FG=5003.59MATCHLINE - SEE SHEET C5.03EXISTING GROUND
PROPOSED GRADE
@ RIGHT FLOWLINE
2.90%
4.16%
5.74%
5.56%
4.19%
4.01%
2.03%4.85%
1.98%
5.72%
5.09%
4.93%
4.25%
4.75%
4.48%
FLOWLINE CURVE TABLE
CURVE
C11
C12
C13
C14
DELTA
3°17'06"
3°13'50"
15°44'27"
20°48'47"
RADIUS
200.00'
200.00'
105.00'
105.00'
LENGTH
11.47'
11.28'
28.85'
38.14'
BEARING
N02°17'55"E
S02°19'34"W
N08°34'51"E
N09°40'43"W
CHORD
11.47'
11.27'
28.76'
37.93'
FLOWLINE LINE TABLE
LINE
L10
L11
L12
L13
L14
L15
L16
L17
LENGTH
687.47'
26.00'
322.15'
18.35'
25.00'
25.00'
16.16'
179.75'
BEARING
S00°42'31.54"W
N03°56'28.30"E
N00°42'38.76"E
N07°09'46.97"E
S00°42'38.76"W
S00°42'38.76"W
S04°09'22.07"E
S00°43'01.40"W
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 10'9/14/202210:19:29 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.02
91ROAD PLAN & PROFILECOLLEGE AVENUE FLOWLINE55
NORTH
ROW =
LEGEND
PROPOSED CURB & GUTTER
SIDEWALK/TRAIL
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
SECTION LINE
EXISTING CURB & GUTTER
CENTERLINE
STORM SEWER
RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
ESMT. =EASEMENT
CL =CENTERLINE
FUTURE CURB & GUTTER
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND
CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING
CONSTRUCTION.
4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP
DESIGN AND CONSTRUCTION INFORMATION.
5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS
AND NOTES ON SHEET C0.03 AND C0.04.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
COLLEGE AVENUE RIGHT FLOWLINE (2 OF 3) PROFILE (STA: 14+00 - STA: 24+00)
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
5050
5055
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
5050
5055
14+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+00
0.60%0.32%0.20%0.03%
3.70%
3.28%
3.30%
2.80%
3.20%
3.13%
2.44%PVI STA = 14+09.86PVI ELEV = 5003.96PVI STA = 14+42.44PVI ELEV = 5005.16PVI STA = 14+74.45PVI ELEV = 5006.21PVI STA = 15+16.94PVI ELEV = 5007.62PVI STA = 15+59.27PVI ELEV = 5008.80PVI STA = 15+89.61PVI ELEV = 5009.78PVI STA = 16+39.26PVI ELEV = 5011.33PVI STA = 22+12.79PVI ELEV = 5020.28PVI STA = 22+99.45PVI ELEV = 5020.56PVI STA = 23+29.40PVI ELEV = 5020.62PVI STA = 23+67.90PVI ELEV = 5020.63450.0' VC
PVI STA: 19+38.76
PVI EL: 5018.64
AD: 1.84
K: 243.93
BVCS: 17+13.76BVCE: 5013.15EVCS: 21+63.76EVCE: 5019.99EG=5003.9FG=5003.59EG=5005.4FG=5005.41EG=5007.1FG=5007.06EG=5008.5FG=5008.54EG=5010.3FG=5010.10EG=5012.8FG=5011.59EG=5014.0FG=5012.81EG=5015.1FG=5014.01EG=5016.1FG=5015.10EG=5016.8FG=5016.10EG=5017.5FG=5016.99EG=5018.2FG=5017.77EG=5018.8FG=5018.46EG=5019.4FG=5019.04EG=5019.6FG=5019.52EG=5020.2FG=5019.90EG=5020.3FG=5020.20EG=5020.5FG=5020.40EG=5020.6FG=5020.56EG=5020.6FG=5020.63EG=5020.6FG=5020.54SEE SHEET C5.02MATCHLINEPROPOSED GRADE
@ RIGHT FLOWLINE
EXISTING GROUNDSEE SHEET C5.04MATCHLINESTA: 18+85.76INV.= 5011.79EX. 24" IRRIGATION-0.28%SMOKEY STREETKIA DEALERSHIP
BUILDING
FFE = 5022.25
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
MATCHLINECOLLEGE AVE (HWY 287)
LOT 23 LOT 24
LOT 25 LOT 26 LOT 27 LOT 28 LOT 30LOT 29 LOT 32LOT 31
FRONTAGE ROAD PI: 13+05.56PI: 13+30.56PI: 13+55.56PI: 20+17.26PI: 22+12.79PI: 21+39.79PI: 22+99.45PI: 23+29.40PI: 23+67.90PI: 24+36.61PI: 24+66.92PC:
13+71
.72PC: 16+27.67PC: 15+89.61PC: 20+86.79PT: 14+09.86PT: 12+87.21PT: 16+39.26PT: 16+00.92PT: 21+02.86COLLEGE AVE
CENTERLINE ALIGNMENT
MATCHLINESEE SHEET C5.04SEE SHEET C5.0213+00
14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00
L13L14L15L16
C14L17C15L18C16L19L20C17L21L22L23L24L25L26L27L28
13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00
BUENO DRIVEFLOWLINE CURVE TABLE
CURVE
C14
C15
C16
C17
DELTA
20°48'47"
3°16'21"
3°17'14"
7°11'41"
RADIUS
105.00'
198.00'
202.00'
128.00'
LENGTH
38.14'
11.31'
11.59'
16.07'
BEARING
N09°40'43"W
N02°21'42"E
S02°21'16"W
N02°53'12"W
CHORD
37.93'
11.31'
11.59'
16.06'
FLOWLINE LINE TABLE
LINE
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
LENGTH
179.75'
26.75'
378.00'
69.53'
36.93'
73.00'
86.66'
29.95'
38.50'
68.71'
BEARING
S00°43'01.40"W
S03°59'52.28"W
S00°42'38.76"W
S00°06'24.62"E
S00°42'38.76"W
S00°24'25.09"W
N00°14'53.40"E
N00°12'37.27"E
N00°02'40.50"W
N00°06'30.25"W
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 10'9/14/202210:19:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.03
91ROAD PLAN & PROFILECOLLEGE AVENUE FLOWLINE56
NORTH
ROW =
LEGEND
PROPOSED CURB & GUTTER
SIDEWALK/TRAIL
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
SECTION LINE
EXISTING CURB & GUTTER
CENTERLINE
STORM SEWER
RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
ESMT. =EASEMENT
CL =CENTERLINE
FUTURE CURB & GUTTER
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND
CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING
CONSTRUCTION.
4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP
DESIGN AND CONSTRUCTION INFORMATION.
5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS
AND NOTES ON SHEET C0.03 AND C0.04.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
COLLEGE AVENUE RIGHT FLOWLINE (3 OF 3) PROFILE (STA: 24+00 - STA: 35+50)
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
5050
5055
4985
4990
4995
5000
5005
5010
5015
5020
5025
5030
5035
5040
5045
5050
5055
24+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+5034+0034+5035+0035+50 EG=5020.4FG=5020.38EG=5020.1FG=5020.11EG=5019.8FG=EG=5019.3FG=EG=5018.8FG=EG=5018.1FG=EG=5017.1FG=EG=5016.7FG=EG=5015.7FG=EG=5014.7FG=EG=5013.4FG=EG=5012.2FG=EG=5010.9FG=EG=5009.6FG=EG=5008.3FG=EG=5007.3FG=EG=5006.4FG=EG=5005.6FG=EG=5005.1FG=EG=5004.6FG=EG=5004.3FG=EG=5004.1FG=-0.46%-0.57%PVI STA = 24+36.61PVI ELEV = 5020.44PVI STA = 24+66.92PVI ELEV = 5020.30PVI STA = 25+42.35PVI ELEV = 5019.87PROPOSED GRADE
@ RIGHT FLOWLINEEXISTING GROUND SEE SHEET C5.03MATCHLINE-0.28%
COLLEGE AVE (HWY 287)
LOT 23
STA: 35+47.01
N: 1426601.82
E: 3118299.74
END RT. FL ALIGNMENT
STA: 25+42.35
N: 1427606.44
E: 3118290.71
END CONSTRUCTION
MATCH EXISTINGPI: 26+95.94PI: 23+67.90PI: 24+36.61PI: 24+66.92PI: 25+42.35W. SATURN DRIVEE. SATURN DRIVEMATCHLINESEE SHEET C5.0335+47
24+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00 L26L27L28L29
24+0025+0026+0027+00
FLOWLINE LINE TABLE
LINE
L26
L27
L28
L29
LENGTH
68.71'
30.31'
75.43'
1004.66'
BEARING
N00°06'30.25"W
N00°11'20.51"W
N00°18'45.78"W
S00°30'52.61"E
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 50'
1" = 10'9/14/202210:19:41 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.04
91ROAD PLAN & PROFILECOLLEGE AVENUE FLOWLINE57
NORTH
ROW =
LEGEND
PROPOSED CURB & GUTTER
SIDEWALK/TRAIL
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
EXISTING RIGHT-OF-WAY
PROPOSED EASEMENT
EXISTING EASEMENT
SECTION LINE
EXISTING CURB & GUTTER
CENTERLINE
STORM SEWER
RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
ESMT. =EASEMENT
CL =CENTERLINE
FUTURE CURB & GUTTER
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC
RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND
CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING
CONSTRUCTION.
4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP
DESIGN AND CONSTRUCTION INFORMATION.
5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS
AND NOTES ON SHEET C0.03 AND C0.04.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
℄10+0049744976497849804982498449864988497449764978498049824984498649880 20 40 60 800-20-40℄10+5049764978498049824984498649884990497649784980498249844986498849900 20 40 60 800-20-40℄11+0049824984498649884990499249944996498249844986498849904992499449960 20 40 60 800-20-40℄11+5049844986498849904992499449964998498449864988499049924994499649980 20 40 60 800-20-40℄12+0049864988499049924994499649985000498649884990499249944996499850000 20 40 60 800-20-40℄12+5049904992499449964998500050025004499049924994499649985000500250040 20 40 60 800-20-40℄13+0049924994499649985000500250045006499249944996499850005002500450060 20 40 60 800-20-40℄13+5049944996499850005002500450065008499449964998500050025004500650080 20 40 60 800-20-40℄14+0049985000500250045006500850105012499850005002500450065008501050120 20 40 60 800-20-40℄14+5050005002500450065008501050125014500050025004500650085010501250140 20 40 60 800-20-40℄15+0050025004500650085010501250145016500250045006500850105012501450160 20 40 60 800-20-40℄15+5050045006500850105012501450165018500450065008501050125014501650180 20 40 60 800-20-40℄16+0050065008501050125014501650185020500650085010501250145016501850200 20 40 60 800-20-40℄16+5050065008501050125014501650185020500650085010501250145016501850200 20 40 60 800-20-40℄17+0050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800-20-40℄17+5050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800-20-40℄18+0050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800-20-40℄18+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800-20-401.5%2.0%15.
5
%
12.7%14.2%
14.
7
%
16.
0
%2.0%2.0%0.7%2.0%4.0%52.9%4.2%0.1%2.3%4.0%46.8%7.3%2.4%0.1%25.0%0.5%14.6%2.5%1.2%2.5%0.8%2.1%1.6%1.6%1.1%1.4%1.4%1.4%2.2%1.5%2.2%1.9%2.5%1.2%2.0%1.0%2.3%2.0%2.5%2.1%2.6%2.2%3.2%2.0%2.5%1.8%2.3%EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROWEX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROWEX. ROW
EX. ROW
EX. ROW
EX. ROWCURB & GUTTER (TYP)SIDEWALK (TYP)PROPOSEDGROUND(TYP)EXISTINGGROUND(TYP)PAVEMENT (TYP)2.0%3.9%2.0%3.2%2.0%3.9%2.0%3.5%2.0%2.7%2.7%2.0%2.1%15.0%7.6%4.0%6.4%7.
4%2.3%3.8%21.4%2.0%40.3%2.7%18.9
%
14.
9
%
8.
3%
9.
0
%2.0%2.8%2.0%5.2%2.0%8.1%10.0%2.1%2.0%7.
2%
15.
6
%
6
.
1%
15.
8
%
8.
1
%2.0%3.5%2.0%2.0%2.0%4.0%4.0%3.6%3.0%0.6%1.7%10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+50
10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00COLLEGE AVE (US HWY 287)VENUSSTA: 9+50.00N: 1429195.28E: 3118349.76BEGIN ALIGNMENT149.94' ROWSMOKEY ST
BUENO DR SEE SHEETS C5.02 - C5.03FOR PROFILESSIGHT DISTANCE TRIANGLENISSAN DEALERSHIPBUILDINGFFE = 5020.00KIA DEALERSHIPBUILDINGFFE = 5022.25AVENUENORTH1" = 50'1" = 5'9/14/2022 10:19:56 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.1091COLLEGE AVENUE CROSS SECTIONS050'SCALE: 1" = 50'25'100'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
R
E
L
I
M
I
N
A
R
YPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100458 ROW =LEGENDPROPOSED CURB & GUTTERSIDEWALK/TRAILEXISTING PROPERTY BOUNDARYPROPOSED PROPERTY LINEEXISTING RIGHT-OF-WAYPROPOSED EASEMENTEXISTING EASEMENTSECTION LINEEXISTING CURB & GUTTERCENTERLINESTORM SEWERRIGHT-OF-WAYPROPOSED RIGHT-OF-WAYESMT. =EASEMENTCL =CENTERLINEFUTURE CURB & GUTTER1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLICRIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY ANDCDOT WITH A FINAL PAVEMENT DESIGN REPORT DURINGCONSTRUCTION.4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMPDESIGN AND CONSTRUCTION INFORMATION.5. THE CONTRACTOR SHALL REFER TO SHEETS C5.30-C5.31 FORINTERSECTION DETAILS.6. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMERCOUNTY URBAN AREA STREET STANDARDS (LCUASS). SEEADDITIONAL NOTES ON SHEET C0.01.7. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BECONSTRUCTED PER CDOT STANDARDS.NOTESPAVED SURFACEAGGREGATE BASECONCRETE CURB & GUTTEREXISTING GROUNDPROFILEPROPOSED GRADEPROFILE
℄25+5050165018502050225024502650285030501650185020502250245026502850300 20 40 60 800-20-40℄26+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄19+0050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800-20-40℄19+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800-20-40℄20+0050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800-20-40℄20+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800-20-40℄21+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄21+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄22+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄22+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄23+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄23+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800-20-40℄24+0050145016501850205022502450265028501450165018502050225024502650280 20 40 60 800-20-40℄24+5050145016501850205022502450265028501450165018502050225024502650280 20 40 60 800-20-40℄25+0050145016501850205022502450265028501450165018502050225024502650280 20 40 60 800-20-402.0%2.0%2.0%3.4%2.7%2.4%2.3%2.0%3.8%4.7%2.0%2.0%2.0%2.0%2.0%2.0%1.8%2.3%1.9%2.3%1.8%2.4%2.1%2.4%2.1%2.8%2.1%4.9%1.3%4.3%1.1%3.7%1.2%3.1%1.4%4.0%0.8%3.3%1.3%3.7%1.2%4.0%6.4%20.6%1.5%2.8%6.0%6
.
3%
PROP. ROW
EX. ROWEX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROWEX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROW
EX. ROWEX. ROWEX. ROWPROP. ROW
SIDEWALK (TYP)PROPOSEDGROUND(TYP)EXISTINGGROUND(TYP)3.6%2.0%2.1%2.0%2.5%3.2%2.0%2.0%0.4%9.8%2.0%15.6%3.2%15.3%8.6%3.4%2.0%2.7%1.4%0.4%1.6%0.6%3.2%2.0%4.5%2.0%2.2%2.0%3.7%2.4%2.0%2.9%3.5%2.0%0.2%3.0%2.0%8.
8
%
5
.
6%
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+5023+0023+5024+0024+5025+0025+5026+0027+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00149.94' ROWSMOKEY DR
COLLEGE AVE (US HWY 287)STA: 27+00.00N: 1427445.38E: 3118336.13END ALIGNMENTSEE SHEETS C5.02 - C5.03FOR PROFILESSIGHT DISTANCE TRIANGLENISSAN DEALERSHIPBUILDINGFFE = 5020.00KIA DEALERSHIPBUILDINGFFE = 5022.25NORTH1" = 50'1" = 5'9/14/2022 10:20:01 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.1191COLLEGE AVENUE CROSS SECTIONS050'SCALE: 1" = 50'25'100'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
R
E
L
I
M
I
N
A
R
YPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100459 ROW =LEGENDPROPOSED CURB & GUTTERSIDEWALK/TRAILEXISTING PROPERTY BOUNDARYPROPOSED PROPERTY LINEEXISTING RIGHT-OF-WAYPROPOSED EASEMENTEXISTING EASEMENTSECTION LINEEXISTING CURB & GUTTERCENTERLINESTORM SEWERRIGHT-OF-WAYPROPOSED RIGHT-OF-WAYESMT. =EASEMENTCL =CENTERLINEFUTURE CURB & GUTTER1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATIONS.2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLICRIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY ANDCDOT WITH A FINAL PAVEMENT DESIGN REPORT DURINGCONSTRUCTION.4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMPDESIGN AND CONSTRUCTION INFORMATION.5. THE CONTRACTOR SHALL REFER TO SHEETS C5.30-C5.31 FORINTERSECTION DETAILS.6. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMERCOUNTY URBAN AREA STREET STANDARDS (LCUASS). SEEADDITIONAL NOTES ON SHEET C0.01.7. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BECONSTRUCTED PER CDOT STANDARDS.NOTESPAVED SURFACEAGGREGATE BASECONCRETE CURB & GUTTEREXISTING GROUNDPROFILEPROPOSED GRADEPROFILE
COLLEGE AVE (HWY 287)B
U
E
N
O
D
R
I
V
E
VENUS AVENUE
VENUS AVENUENISSAN DEALERSHIP
BUILDING
FFE = 5020.00
9
+
5
0
1
0
+
0
0
11
+
0
0
12+00
13+0014+0015+00
16+00
17+00
18+00
19+0020+0021+00STOP BAR AND
CROSSWALK STRIPING
LEFT TURN ARROW
BIKE LANE SYMBOL
STA: 10+76.68 (18.00', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 10+76.73 (6.00', R)
BEGIN 4" SOLID DOUBLE
YELLOW STRIPE
STA: 10+80.85 (6.00', L)
BEGIN 8" SOLID WHITE STRIPE
STA: 11+34.58 (18.00', L)
END 6" DASHED WHITE STRIPE
BEGIN 6" SOLID WHITE STRIPE
LEFT TURN ARROW
STA: 11+79.67 (6.00', L)
END 8" SOLID WHITE STRIPE
BEGIN 4" BROKEN WHITE STRIPEBIKE LANE SYMBOL
STA: 13+04.37 (23.00', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 12+62.51 (1.70', R)
END RADIUS
STA: 13+12.81 (0.33', L)
END 4" BROKEN WHITE STIPING
STA: 12+88.11 (23.00', L)
BEGIN 6" SOLID WHITE STRIPE
B
A
A
L
N
L
N
L
M
C
C
J
K
E
E
E
E
BIKE LANE SYMBOL
STA: 15+47.08 (0.00', )
BEGIN RADIUS
STA: 15+62.89 (0.71', R)
RADIUS
STA: 16+16.72 (5.60', R)
RADIUS
STA: 16+74.54 (1.21', R)
RADIUS
STA: 17+42.09 (6.00', L)
END RADIUS
STA: 15+65.58 (0.98', L)
RADIUS
STA: 16+03.59 (5.02', L)
BEGIN RADIUS
STA: 16+22.09 (6.00', L)
END RADIUS
STA: 16+70.95 (6.00', L)
BEGIN RADIUS
STA: 18+57.09 (6.00', L)
END 4" SOLID DOUBLE
YELLOW STRIPE
STA: 18+57.09 (18.00', L)
END 6" SOLID WHITE STRIPE
STA: 18+57.09 (6.00', R)
END 8" SOLID WHITE STRIPE
STA: 18+57.09 (18.00', R)
END 6" SOLID WHITE STRIPE
STA: 17+42.09 (6.00', R)
BEGIN 8" SOLID WHITE STRIPE
STA: 16+66.53 (23.00', R)
END 6" SOLID WHITE STRIPE
STA: 16+14.18 (23.00', L)
END 6" SOLID WHITE STRIPE
LEFT TURN ARROW
LEFT TURN ARROW
BIKE LANE SYMBOL
11'10'14'STA: 10+81.08 (18.00', L)
BEGIN 6" DASHED WHITE STRIPE
E E
EE
S
LEFT TURN ARROW
12'VENUS AVENUE MILKY WAY#5822
EXISTING
#5828
EXISTING
#5834
EXISTING #200EXISTING#206EXISTING#214EXISTING#201EXISTING#5836
EXISTING
VENUS AVEN
U
E
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
25+46
17
+
0
0
18+00
19+00
20+00
21+00
22+00
23+00
24+0025+00
L
N
L M
A
L
N
C E
E
STA: 19+14.48 (6.00', R)
BEGIN 4" DASHED/SOLID
YELLOW STRIPE
STA: 19+14.48 (6.00', L)
BEGIN 4" DASHED/SOLID
YELLOW STRIPE
STA: 19+14.48 (18.00', L)
BEGIN 6" SOLID WHITE STRIPE
STA: 19+14.48 (18.00', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 21+15.22 (6.00', L)
END 4" DASHED/SOLID
YELLOW STRIPE
STA: 21+14.90 (18.00', L)
END 6" SOLID WHITE STRIPE
STA: 21+15.22 (6.00', R)
END 4" DASHED/SOLID
YELLOW STRIPE
STA: 21+15.22 (18.00', R)
END 6" SOLID WHITE STRIPE
STA: 21+58.61 (18.00', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 21+58.61 (23.04', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 21+58.61 (6.01', R)
BEGIN 4" DOUBLE YELLOW SOLID STRIPE
STA: 21+58.61 (6.00', L)
BEGIN 4" DOUBLE YELLOW SOLID STRIPE
STA: 22+33.61 (0.00', )
END/BEGIN 4" DOUBLE YELLOW SOLID STRIPE
STA: 24+44.99 (10.00', R)
END 6" SOLID WHITE STRIPE
STA: 24+44.99 (13.00', R)
END 6" SOLID WHITE STRIPE
STA: 24+44.99 (18.00', R)
END 6" SOLID WHITE STRIPE
STA: 24+45.01 (0.00', )
END 4" DOUBLE YELLOW
SOLID STRIPE
BIKE LANE SYMBOL
BIKE LANE SYMBOL
BIKE LANE SYMBOL
LEFT TURN ARROW
LEFT TURN ARROW
CROSSWALK STRIPING
SPEED HUMP MARKING
SPEED HUMP MARKING
E
E
S
BIKE LANE BUFFER WITH
45°-ANGLED 6" WHITE
THERMOPLASTIC HASHES
AT 50' SPACING
A
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:20:19 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.20
91SIGNING & STRIPING PLANVENUS AVENUE60
1. ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURN
ARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS
SPECIFIED IN THESE PLANS AND/OR LARIMER COUNTY URBAN
AREA STREET STANDARDS (LCUASS) AND SPECIFICATIONS.
2. ALL SIGNAGE SHALL BE PER LCUASS STANDARDS AND THESE
PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
3. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
4. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKINGS.
5. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
6. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
7. COORDINATE ALL SIGNS ATTACHED TO THE BUILDINGS WITH THE
ARCHITECTURAL PLANS AND OWNER.
LEGEND
NOTES
PAVEMENT MARKING LEGEND
STOP
R1-1
30" X 30"
SIGNING LEGEND
A B
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
C
MUTCD TYPE 3 BARRICADE
REFLECTORIZED
ORANGE/WHITE
STRIPES (6" WIDTH)
GRADE
45°'
5 FTMIN.
8 TO 12INCHES
4 FT MIN.
D
NOPARKINGANYTIME
(PERMANENT SIGN)
E F G
H
PREFORMED PLASTIC PAVEMENT MARKING
12' LONG X 18" WIDE CROSSWALK LINES
I
SPEEDLIMIT25
J
K L
TURN RIGHT
MUSTRIGHT LANE
R3-7R
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
LANEFIRE
NOPARKING
AHEADSIGNAL
W11-2
AHEAD
RAISEDCROSSWALKM
N O P VAN-
ACCESSIBLE
RESERVEDPARKING
Q R
ANYIT ME
P
S
ONLY
ARROW DIRECTION
AS INDICATED AT
EACH SIGN LOCATION
4" BROKEN LANE STRIPING (10' SEGMENTS W/ 30' GAPS)
6" DASHED STRIPING (3' SEGMENTS W/ 9' GAPS)
8" AUX LANE STRIPING (3' SEGMENTS W/ 12' GAPS)NORTH0 40'80'
SCALE: 1" = 40'
20'
NORTH
CDOT SIGNING & MARKING PLAN NOTES
1. IN CDOT REGION 4, ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL.
2. FULL-COMPLIANCE, TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY.
3. THE CONTRACTOR SHALL CONTACT CDOT PROJECT MANAGER AND ENGINEER OF RECORD, AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING.
THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS.
4. STRIPING SHALL BE EPOXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
5. ALL HIGHWAY STRIPING SHALL BE INLAID A DEPTH OF 40 MILS ±5 MILS IN ASPHALT AND CONCRETE UNLESS WAVED BY THE PERMIT ENGINEER.
GROVE WIDTH SHALL BE PAVEMENT MARKING WIDTH PLUS 1 INCH, ±14 INCH.
6. ALL STENCILS SHALL BE INLAID A DEPTH OF 90 MILS ±10 MILS. GRINDING WIDTH NO MORE THAN 1 INCH LARGER THAN THE STENCIL.
7. UNLESS AN ASPHALT OVERLAY IS REQUIRED, GRINDING OF EXISTING PAVEMENT MARKINGS IS REQUIRED BY CDOT. THE PAVEMENT MARKINGS
SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS AND IN A MANNER THAT WILL NOT
AFFECT TRAFFIC FLOW.
8. TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND
DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER.
BUENO DRIVECOLLEGE AVE (HWY 287)
STA: 6+22.64 (8.59', R)
BEGIN 4" DOUBLE SOLID YELLOW STRIPE
BEGIN RADIUS
STA: 9+40.01 (4.00', R)
BEGIN 8" SOLID WHITE STRIPE
STA: 12+77.80 (27.99', R)
END 8" SOLID WHITE STRIPE
STA: 12+77.81 (8.14', L)
END 4" DOUBLE
SOLID YELLOW STRIPE
STA: 9+34.81 (8.14', L)
END RADIUS
STA: 9+23.75 (7.83', L)
BEGIN RADIUS
STA: 6+38.96 (8.04', R)
END RADIUS
STA: 6+53.71 (8.14', L)
BEGIN 4" DOUBLE SOLID YELLOW STRIPE
STA: 13+78.77 (8.24', L)
BEGIN 8" SOLID WHITE STRIPE
STA: 13+80.47 (29.79', R)
BEGIN 8" SOLID WHITE STRIPE
BEGIN 6" SOLID WHITE STRIPE
STA: 14+05.23 (43.80', R)
END 8" SOLID WHITE STRIPE
18'
STA: 12+77.81 (31.99', R)
END 8" SOLID WHITE STRIPE
STA: 12+77.81 (3.86', R)
END 8" SOLID WHITE STRIPE LEFT TURN ARROW
LEFT TURN ARROW
CROSSWALK
STRIPING
STOP BAR
STOP BAR
LEFT TURN ARROW
LEFT TURN ARROW
STOP BAR
CROSSWALK
STRIPING
SE FRONTAGE ROAD
STA: 9+34.81 (28.08', R)
END 8" AUX LANE WHITE STRIPE
BEGIN 8" SOLID WHITE STRIPE
STA: 7+14.82 (32.19', R)
BEGIN 8" AUX LANE WHITE STRIPE
RIGHT TURN ARROW
RIGHT TURN ARROW
STA: 15+86.86 (41.48', R)
END 6" SOLID WHITE STRIPE
FOSSIL CREEK TRAIL
FUTURE MULTI-USE PATH
CONNECTION (BY OTHERS)
CITY OF FORT COLLINS
NATURAL AREAS PROPERTY
SILVERTHORNE LLC
PROPERTY
12' MULTI-USE PATH
FUTURE 12' MULTI-USE PATH
CONNECTION (BY OTHERS)
11'
10'14'
STA: 13+78.78 (4.17', R)
BEGIN 4" DOUBLE YELLOW STRIPE
BIKE BYPASS
220' SOUTHBOUND THRU LANE REDIRECT 4' EAST (55:1)220' SOUTHBOUND THRU LANE REDIRECT 4' WEST (55:1)
STA: 7+14.82 (42.03', R)
BEGIN 8" AUX LANE WHITE STRIPE
STA: 9+34.81 (33.08', R)
END 8" AUX LANE WHITE STRIPE
BEGIN 8" SOLID WHITE STRIPE
STA: 7+50.00 (19.61', R)
BEGIN 4" BROKEN LANE WHITE STRIPE
BIKE LANE SYMBOL
5'
13'
12'
12'
12'
STA: 12+77.81 (15.99', R)
END 4" BROKEN LANE WHITE STRIPE
BIKE LANE SYMBOL
STA: 13+86.47 (15.99', R)
BEGIN 4" BROKEN LANE WHITE STRIPE
6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00
LOT 23LOT 24SMOKEY STREETCOLLEGE AVE (HWY 287)
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
KIA DEALERSHIP
BUILDING
FFE = 5022.25
I
I
G
H
STA: 22+15.27 (8.17', L)
BEGIN RADIUSSTA: 22+26.10 (8.45', L)
END RADIUS
STA: 25+38.49 (8.30', L)
END 4" DOUBLE SOLID YELLOW STRIPE
STA: 25+38.49 (8.10', R)
END 4" DOUBLE SOLID YELLOW STRIPE
STA: 21+59.77 (32.43', R)
END REMOVAL OF EXISTING STRIPE
BEGIN EXISTING WHITE STRIPE
STA: 20+81.15 (32.00', R)
END 6" SOLID WHITE STRIPE
STA: 16+36.44 (32.00', R)
BEGIN 6" SOLID WHITE STRIPE
STA: 20+06.68 (8.34', L)
END 8" SOLID WHITE STRIPE
RIGHT TURN ARROW
H
G
A
SE FRONTAGE ROAD
RIGHT TURN ARROW
RIGHT TURN ARROW
LEFT TURN ARROW
TYPE 1
FLEXIBLE
DELINEATOR
C
STA: 15+86.86 (41.48', R)
END 6" SOLID WHITE STRIPE
12' MULTI-USE PATH
R
(2) TWO SIGNS TO BE INSTALLED,
ONE ON EITHER SIDE OF POST
A R
STA: 19+94.15 (4.18', R)
BEGIN RADIUS
STA: 20+05.92 (3.84', R)
END RADIUS
BIKE BYPASS
12' MULTI-USE PATH
(2) TWO SIGNS
TO BE INSTALLED,
ONE ON EITHER
SIDE OF POST
220' SOUTHBOUND THRU LANE REDIRECT 4' WEST (55:1)
LEFT TURN ARROW
16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00
STA: 16+36.44 (20.00', R)
END 4" BROKEN LANE WHITE STRIPE
12' MULTI-USE PATH
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:20:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.21
91SIGNING & STRIPING PLANCOLLEGE AVENUE61
1. ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURN
ARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS
SPECIFIED IN THESE PLANS AND/OR LARIMER COUNTY URBAN
AREA STREET STANDARDS (LCUASS) AND SPECIFICATIONS.
2. ALL SIGNAGE SHALL BE PER LCUASS STANDARDS AND THESE
PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
3. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
4. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKINGS.
5. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
6. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
7. COORDINATE ALL SIGNS ATTACHED TO THE BUILDINGS WITH THE
ARCHITECTURAL PLANS AND OWNER.
LEGEND
NOTES
PAVEMENT MARKING LEGEND
STOP
R1-1
30" X 30"
SIGNING LEGEND
A B
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
C
MUTCD TYPE 3 BARRICADE
REFLECTORIZED
ORANGE/WHITE
STRIPES (6" WIDTH)
GRADE
45°'
5 FTMIN.
8 TO 12INCHES
4 FT MIN.
D
NOPARKINGANYTIME
(PERMANENT SIGN)
E F G
H
PREFORMED PLASTIC PAVEMENT MARKING
12' LONG X 18" WIDE CROSSWALK LINES
I
SPEEDLIMIT25
J
K L
TURN RIGHT
MUSTRIGHT LANE
R3-7R
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
LANEFIRE
NOPARKING
AHEADSIGNAL
W11-2
AHEAD
RAISEDCROSSWALKM
N O P VAN-
ACCESSIBLE
RESERVEDPARKING
Q R
ANYIT ME
P
S
ONLY
ARROW DIRECTION
AS INDICATED AT
EACH SIGN LOCATION
4" BROKEN LANE STRIPING (10' SEGMENTS W/ 30' GAPS)
6" DASHED STRIPING (3' SEGMENTS W/ 9' GAPS)
8" AUX LANE STRIPING (3' SEGMENTS W/ 12' GAPS)
NORTH
0 40'80'
SCALE: 1" = 40'
20'
NORTH
CDOT SIGNING & MARKING PLAN NOTES
1. IN CDOT REGION 4, ALL SIGN POSTS SHALL BE GALVANIZED TUBULAR STEEL.
2. FULL-COMPLIANCE, TEMPORARY PAVEMENT MARKINGS SHALL BE APPLIED PER CDOT SPECIFICATIONS AT THE END OF EACH CONSTRUCTION DAY.
3. THE CONTRACTOR SHALL CONTACT CDOT PROJECT MANAGER AND ENGINEER OF RECORD, AT LEAST TWO WEEKS PRIOR TO SCHEDULE STRIPING.
THE PERMITTEE WILL BE RESPONSIBLE FOR ANY CORRECTIONS REQUIRED UPON FINAL INSPECTION OF THE ACCESS.
4. STRIPING SHALL BE EPOXY PAINT AS PER SECTION 627 OF THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
5. ALL HIGHWAY STRIPING SHALL BE INLAID A DEPTH OF 40 MILS ±5 MILS IN ASPHALT AND CONCRETE UNLESS WAVED BY THE PERMIT ENGINEER.
GROVE WIDTH SHALL BE PAVEMENT MARKING WIDTH PLUS 1 INCH, ±14 INCH.
6. ALL STENCILS SHALL BE INLAID A DEPTH OF 90 MILS ±10 MILS. GRINDING WIDTH NO MORE THAN 1 INCH LARGER THAN THE STENCIL.
7. UNLESS AN ASPHALT OVERLAY IS REQUIRED, GRINDING OF EXISTING PAVEMENT MARKINGS IS REQUIRED BY CDOT. THE PAVEMENT MARKINGS
SHALL BE REMOVED TO THE EXTENT THAT THEY WILL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS AND IN A MANNER THAT WILL NOT
AFFECT TRAFFIC FLOW.
8. TYPE II DELINEATORS (DOUBLE CRYSTAL) SHALL BE INSTALLED AT 100 FOOT SPACING ON ALL ACCELERATION LANES AND TAPERS AND
DECELERATION LANES AND TAPERS THAT ARE ADJACENT TO THE SHOULDER.
V
E
N
U
S
A
V
E
N
U
E
VENUS AVEN
U
E
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)ADA STALL MARKING (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
CROSS HATCH PARKING STALL
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
A
A
A
DIRECTIONAL SIGN
BY SEPARATE PERMIT
DIRECTIONAL SIGN
BY SEPARATE PERMIT
MONUMENT SIGN
BY SEPARATE PERMIT
EV PARKING SYMBOL (TYP)
(SEE DETAIL SHEET C7.03)
EV PARKING SYMBOL (TYP)
(SEE DETAIL SHEET C7.03)
EV PARKING SYMBOL (TYP)
(SEE DETAIL SHEET C7.03)
Q
Q
O
O
P
P O
Q
Q
DIRECTIONAL SIGN
BY SEPARATE PERMIT
A
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
KIA DEALERSHIP
BUILDING
FFE = 5022.25
F
F
F F FF
F
F
F
F
F
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
4" SOLID WHITE STRIPE (TYP)
ADA STALL MARKING (TYP)
EV PARKING SYMBOL (TYP)
(SEE DETAIL SHEET C7.03)
EV PARKING SYMBOL (TYP)
(SEE DETAIL SHEET C7.03)
Q
O
P
Q
O
Q
DIRECTIONAL SIGN
BY SEPARATE PERMIT
DIRECTIONAL SIGN
BY SEPARATE PERMIT
POTENTIAL MONUMENT SIGN
BY SEPARATE PERMIT
DIRECTIONAL SIGN
BY SEPARATE PERMIT
POTENTIAL MONUMENT SIGN
BY SEPARATE PERMIT
A
R
F
FFF
F
F
F
F
F
F
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 40'
1" = N/A
9/14/202210:20:30 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.22
91SIGNING & STRIPING PLANON-SITE IMPROVEMENTS62
1. ALL SYMBOLS, INCLUDING CROSSWALKS, STOP BARS, TURN
ARROWS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS
SPECIFIED IN THESE PLANS AND/OR LARIMER COUNTY URBAN
AREA STREET STANDARDS (LCUASS) AND SPECIFICATIONS.
2. ALL SIGNAGE SHALL BE PER LCUASS STANDARDS AND THESE
PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
3. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
4. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKINGS.
5. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
6. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
7. COORDINATE ALL SIGNS ATTACHED TO THE BUILDINGS WITH THE
ARCHITECTURAL PLANS AND OWNER.
LEGEND
NOTES
PAVEMENT MARKING LEGEND
STOP
R1-1
30" X 30"
SIGNING LEGEND
A B
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
C
MUTCD TYPE 3 BARRICADE
REFLECTORIZED
ORANGE/WHITE
STRIPES (6" WIDTH)
GRADE
45°'
5 FTMIN.
8 TO 12INCHES
4 FT MIN.
D
NOPARKINGANYTIME
(PERMANENT SIGN)
E F G
H
PREFORMED PLASTIC PAVEMENT MARKING
12' LONG X 18" WIDE CROSSWALK LINES
I
SPEEDLIMIT25
J
K L
TURN RIGHT
MUSTRIGHT LANE
R3-7R
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
LANEFIRE
NOPARKING
AHEADSIGNAL
W11-2
AHEAD
RAISEDCROSSWALKM
N O P VAN-
ACCESSIBLE
RESERVEDPARKING
Q R
ANYIT ME
P
S
ONLY
ARROW DIRECTION
AS INDICATED AT
EACH SIGN LOCATION
4" BROKEN LANE STRIPING (10' SEGMENTS W/ 30' GAPS)
6" DASHED STRIPING (3' SEGMENTS W/ 9' GAPS)
8" AUX LANE STRIPING (3' SEGMENTS W/ 12' GAPS)
NORTH
0 40'80'
SCALE: 1" = 40'
20'
NORTH
NISSAN DEALERSHIP SITE SIGNAGE & STRIPING
KIA DEALERSHIP SITE SIGNAGE & STRIPING
12+0013+0014+00VENUS
A
V
E
N
U
E
(SEE S
H
E
E
T
C5.00 FOR P
R
O
FI
L
E)COLLEGE AVENUE(SEE SHEET C5.02 FOR PROFILE)COLLEGE AVENUE(HWY 287)BUENO DRIVE
(60' R.O.W.)FRONTAGE ROADFRONTAGE ROADLOT 2
LOT 32
STA: 10+02.15 (VENUE AVE) =
STA: 13+28.73 (COLLEGE AVE)
N. 1428816.58
E. 3118345.07
STA: 10+54.13 (25.00', L)
EL=1.97
STA: 10+54.18 (25.00', R)
EL=99.89
STA: 10+54.15 (0.00', )
EL=0.934.2%4.2%STA: 10+83.52 (25.00', L)
EL=2.12
STA: 10+81.21 (25.00', R)
EL=0.49
0.
2
8 0.140.240.
4
9
0.
0
1
0.261.7%
0.5%
2.
9
2
2.
7
5
2.962.
7
5
2.852.83 2.862.
9
93.003.252.092.362.862.
9
8 4.0%2.9%STA: 12+89.31 (51.38', R)
EL=99.44
COLLEGE AVE
STA: 13+74.82 (48.86', R)
EL=2.73
COLLEGE AVE
STA: 10+91.93 (25.00', R)
EL=0.67
STA: 11+28.00 (25.00', R)
EL=1.30
STA: 11+44.42 (25.00', R)
EL=1.42
STA: 10+91.93 (25.00', L)
EL=2.17
STA: 11+28.00 (25.00', L)
EL=1.91
STA: 11+44.42 (25.00', L)
EL=1.75
STA: 11+77.50 (25.00', L)
EL=1.30
STA: 11+28.00 (0.00', )
EL=2.07
STA: 11+44.42 (0.00', )
EL=2.11
STA: 11+77.50 (0.00', )
EL=1.93
STA: 11+77.50 (25.00', R)
EL=1.31
STA: 10+91.93 (0.00', )
EL=1.65
2.0%2.3%2.6%3.6%2.9%0.0%0.8%2.0%
1.5%
1.1%
0.8%0.6%
1.6%
1.6%
0.6%
0.3%
STA: 12+85.44 (49.94', R)
EL=99.35
COLLEGE AVE
STA: 12+56.96 (46.00', R)
EL=98.02
COLLEGE AVE
9+5010+0011+00
12+00
R25'
R25'
STA: 13+74.73 (44.28', L)
EL=2.45
COLLEGE AVE
STA: 13+74.70 (62.54', L)
EL=2.67
COLLEGE AVE
2.
8
42.842.
2
2 2.432.722.
7
2
TRAFFIC SIGNAL
(SEE SIGNAL PLANS)
STA: 13+92.73 (44.77', R)
EL=3.42
COLLEGE AVE
STA: 14+07.10 (43.79', R)
EL=3.96
COLLEGE AVE
4.37
4.51
5.00
5.67
STA: 10+53.14 (40.14', L)
EL=2.63
R105'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:20:45 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.4X - INTERSECTION DETAILS.DWGC5.4X - INTERSECTION DETAILS####C5.30
91INTERSECTION DETAILS63
SIDEWALK/TRAIL
FENCE
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LEGEND
GENERAL NOTES
1. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR ROAD CENTERLINE
UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL REFER TO SHEETS C5.00-C5.03 FOR ROAD
AND FLOWLINE PLAN & PROFILES.
3. SEE CONSTRUCTION DETAILS SHEETS FOR PEDESTRIAN RAMP
DETAILS.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED
WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER CITY
OF FORT COLLINS STANDARD DETAILS.
CATCH CURB & GUTTER
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
EASEMENT
CENTERLINE
FUTURE ROAD
FUTURE ROAD
STORM SEWER
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
COLLEGE AVENUE / VENUS AVENUE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
VENUS AVENUE ALIGNMENT UNLESS OTHERWISE NOTED
NORTH0 20'40'
SCALE: 1" = 20'
10'
VENUS AVENUE(SEE SHEET C5.01 FOR PROFILE)STA: 19+14.48 (25.00', L)
EL=14.84
STA: 18+57.09 (25.00', L)
EL=12.65 STA: 18+68.51 (36.00', L)
EL=13.53
STA: 19+03.05 (36.00', L)
EL=15.07
STA: 19+03.28 (39.06', L)
EL=15.09
STA: 18+68.31 (38.81', L)
EL=13.58
STA: 18+66.25 (25.00', R)
EL=13.14
STA: 18+75.12 (34.45', R)
EL=13.56
STA: 18+96.45 (34.45', R)
EL=14.77 13.5013.401
5
.
4
7
1
5
.
3
7
1
5
.
3
015.4013.791
3
.
8
4
1
3
.
4
913.6014.7814.761
5
.
0
513.4218+0019+00STA: 19+05.32 (25.00', R)
EL=14.70
1
6
.
3
316.3016
.
2
3
15.8315.721
6
.
2
0
15.8315.9216.501
6
.
4
1
16.3116.40RAISED CROSSWALK
(SEE DETAILS)21+0022+00COLLEGE AVENUE(SEE SHEET C5.03 FOR PROFILE)PRIVATE DRIVE
(SEE SHEET C4.11 & C4.12 FOR GRADING)
STA: 21+36.85 (44.02', R)
EL=20.14
STA: 20+83.96 (45.01', R)
EL=19.75
STA: 20+83.37 (46.70', R)
EL=19.72
STA: 21+08.70 (79.51', R)
EL=19.66
STA: 21+12.41 (79.51', R)
EL=19.71
STA: 20+14.44 (46.00', R)
EL=18.67
STA: 22+09.69 (43.87', R)
EL=20.37
STA: 21+26.49 (105.07', R)
EL=19.68
STA: 20+94.59 (105.04', R)
EL=18.85
STA: 21+37.96 (47.68', R)
EL=20.38
1
9
.
9
0
1
9
.
7
6
19.8019.9519
.
3
3
1
9
.
1
5
19.8519.9419.6919.932
0
.
6
220.862
0
.
8
721.1220.0119.8220
.
0
4
19
.
9
6
19.63 20.0019.84R50'
R50'
R69'
R69'
19'
19'
SMOKEY
STREET
STA: 22+11.14 (43.99', L)
EL=20.30
STA: 21+51.25 (43.97', L)
EL=20.01
STA: 21+31.05 (64.19', L)
EL=17.52
STA: 22+31.32 (63.93', L)
EL=17.93
STA: 21+89.56 (44.00', L)
EL=20.19
STA: 21+72.70 (44.00', L)
EL=20.11
STA: 21+55.27 (51.93', L)
EL=19.50
STA: 22+07.13 (51.98', L)
EL=19.7219.9919.4420
.
0
6
19
.
4
5
16'
16'
1
9
.
8
3
19.91R128'
R128'19.91VENUS AVENUE(SEE SHEET C5.01 FOR PROFILE)STA: 21+15.35 (25.00', R)
EL=14.65
STA: 21+59.35 (25.00', R)
EL=13.77
STA: 21+58.35 (22.81', L)
EL=13.75
STA: 21+15.10 (25.00', L)
EL=14.65
STA: 21+24.90 (35.00', L)
EL=14.97
STA: 21+48.90 (32.77', L)
EL=13.92
STA: 21+49.35 (35.00', R)
EL=14.34
STA: 21+25.35 (35.00', R)
EL=14.85
14
.
4
414.5414.2514.3614.861
4
.
7
8
1
5
.
2
1
1
5
.
3
1
1
4
.
9
814.8815.401
5
.
3
0
13.9413
.
8
7
1
4
.
3
0
1
4
.
2
9 13.941
3
.
6
0
2' SIDEWALK CHASE21+0022+0014.1514.10PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA9/14/2022U21004
1" = 20'
1" = N/A
9/14/202210:20:52 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.4X - INTERSECTION DETAILS.DWGC5.4X - INTERSECTION DETAILS####C5.31
91INTERSECTION DETAILS64
SIDEWALK/TRAIL
FENCE
ASPHALT PAVEMENT
CONCRETE PAVEMENT
LEGEND
GENERAL NOTES
1. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR ROAD CENTERLINE
UNLESS OTHERWISE NOTED.
2. THE CONTRACTOR SHALL REFER TO SHEETS C5.00-C5.03 FOR ROAD
AND FLOWLINE PLAN & PROFILES.
3. SEE CONSTRUCTION DETAILS SHEETS FOR PEDESTRIAN RAMP
DETAILS.
4. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION,
DESIGN AND RECOMMENDATIONS.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED
WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER CITY
OF FORT COLLINS STANDARD DETAILS.
CATCH CURB & GUTTER
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
EASEMENT
CENTERLINE
FUTURE ROAD
FUTURE ROAD
STORM SEWER
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY
VENUS AVENUE / NORTH ENTRANCE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
VENUS AVENUE ALIGNMENT UNLESS OTHERWISE NOTED
COLLEGE AVENUE / PRIVATE DRIVE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
COLLEGE AVENUE CL ALIGNMENT UNLESS OTHERWISE NOTED
VENUS AVENUE / SOUTH ENTRANCE
INTERSECTION DETAIL
NOTE: ALL STATIONS AND OFFSETS ARE BASED ON THE
VENUS AVENUE ALIGNMENT UNLESS OTHERWISE NOTED NORTH0 20'40'
SCALE: 1" = 20'
10'
SMOKEYSTREETCOLLEGE AVE (HWY 287)
VENUS AVE DETENTION POND A1BIORETENTIONPOND A2NISSAN DEALERSHIP BUILDINGP
U
B
L
I
C
R
O
WDETENTIONPOND A1FOSSIL
CREEKA8.31B3.50C4.11D0.45FLOODPLAIN CROSS SECTION #31323100-YEAR FLOOD ELEVATION -4952.2 (NGVD 29)4955.4 (NAVD 88)LANG GULCHNATURALHABITATBUFFER ZONE72' ROWPROPOSEDSTORM (TYP.)POND A1 OUTLET STRUCTUREUNDERGROUNDWQ & DETENTION(POND C1)REROUTED IRRIGATION LINE(LOUDON DITCH CO.)72' ROWE2.08BUENODRIVESKYVIEW SUBDIVISIONZONED RLSILVERTHORNE LLCZONED MMNRISING SUNMINOR SUBZONED CGSSTM INVESTMENTS LLCZONED CGREDTAIL PONDS NATURAL AREAZONED POLBNSF RAILWAY
KIA DEALERSHIP BUILDINGEXISTINGBUILDINGROCK OUTCROPPING LIMITSOS13.27FOSSIL CREEKFLOODPLAIN/FLOODWAYFOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSEXISTING WETLANDSFLOODPLAIN CR
O
S
S
S
E
C
T
I
O
N
#
1
5
9
9
100-Y
E
A
R
F
L
O
O
D
E
L
E
V
A
T
I
O
N
-
49
8
3
.
4
(
N
G
V
D
2
9
)
49
8
6
.
6
(
N
A
V
D
8
8
)
FLOODPLAIN CROSS SECTION #2000100-YEAR FLOOD ELEVATION -4983.4 (NGVD 29)4986.6 (NAVD 88)LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 31LOT 29LOT 32LOT 1LOT 2LOT 30MILKY WAYMARS DRIVE
MERCURY DRIVE
#5822
#5828
#5834 #200#206#214#218#201#5836
#5835
#5817 EXISTING#224#230#234#5836
LOT 1BLOCK 1LOT 2BLOCK 1LOT 1BLOCK 2TRACT ATRACT BTRACT CTRACT DFLOODPLAIN CROSS SECTION #31957100-YEAR FLOOD ELEVATION -4956.0 (NGVD 29)4959.2 (NAVD 88)OS26.36FOSSIL CREEK TRAIL CULVERTEXISTING Q100 = 31.7 CFSPROPOSED Q100 = 23.7 CFSEXISTING Q10 = 12.4 CFSPROPOSED Q10 = 9.6 CFSEXISTING Q2 = 7.3 CFSPROPOSED Q2 = 5.8 CFSWETLANDS RESTORATION AREA0.070 ACRES AT BOTTOM OF PONDBIORETENTIONPOND A3EROSION BUFFER LIMITSFLOODPLAIN CROSS SECTION #3
2
3
3
1
100-YEAR FLOOD EL
E
V
A
T
I
O
N
-
4958.4 (NGVD
2
9
)
4961.6 (N
A
V
D
8
8
)
FLOODPLAIN CROSS SECTION #32498100-YEAR FLOOD ELEVATION -4958.6 (NGVD 29)4961.8 (NAVD 88)FLOODPLAIN CROSS SECTION #1145100-YEAR FLOOD ELEVATION -4983.4 (NGVD 29)4986.6 (NAVD 88)FLOODPLAIN CROSS SECTION #2304100-YEAR FLOOD ELEVATION -4983.4 (NGVD 29)4986.6 (NAVD 88) TURF REINFORCEMENT MATTINGUNDERGROUNDWQ (POND C2)PROPOSED STORM SEWER (TYP.)DP4DP3DP1DPEDP2LANG GULCH OUTFALLPOND A1 RELEASE = 2.67 CFSDPD30' DRAINAGE EASEMENTFFE=5020.00FFE=5022.25U210041" = 80'1" = N/ANORTH
9/14/2022 10:21:07 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.00 - OVERALL DRAINAGE PLAN.DWGC6.00 - OVERALL DRAINAGE PLAN######
OVERALL DRAINAGE PLAN080'160'SCALE: 1" = 80'40'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
R
E
L
I
M
I
N
A
R
YPLANSN
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U21004 PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)PROPOSED BASINPROPOSED BASIN LINE1. REFER TO SHEETS C6.01-C6.02 FOR DETAILED DRAINAGE PLANS.2. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY AMASTER GRADING PLAN ARE TO BE SHOWN.NOTES1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROMTHE CITY OF FORT COLLINS AND PAY ALL APPLICABLEFLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING,FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHINTHE FOSSIL CREEK FLOODPLAIN/FLOODWAY AND EROSIONBUFFER LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ANDEROSION BUFFER ARE SUBJECT TO THE REQUIREMENTS OFCHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS,WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS ISPROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS AREMET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTIONACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDEA NO-RISE CERTIFICATION PREPARED BY A PROFESSIONALENGINEER LICENSED IN COLORADO.3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY ORPERMANENT) IS NOT ALLOWED IN THE FLOODWAY.4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS BIKERACKS, PICNIC TABLES, ETC. MUST BE ANCHORED.5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN THEEROSION BUFFER.6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BEMAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THENATURAL HABITAT BUFFER ZONE.FLOODPLAIN NOTESDESIGN / CONCENTRATION POINTFLOW DIRECTIONDP1C6.009165
COLLEGE AVE (HWY 287)FOSSIL
CREEK
TRA
IL
FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSPROPERTY BOUNDARYV
E
N
U
S
A
V
E
N
U
EA50.400.891.00A110.310.790.99A130.940.951.00B40.380.891.00B60.220.680.85B70.300.790.98C10.610.841.00C20.900.650.81C3.20.640.921.00C60.040.951.00E12.120.790.99DPB4DPB5DPB6DPB7DPA13DPC6DPC3.1DPC2DPC1DPE1FLOODPLAIN CROSS SECTION #31323100-YEAR FLOOD ELEVATION -4952.2 (NGVD 29)4955.4 (NAVD 88)FLOODPLAIN CROSS SECTION #31957100-YEAR FLOOD ELEVATION -4956.0 (NGVD 29)4959.2 (NAVD 88)TRACT CTRACT DLOT 1BLOCK 2LOT 1BLOCK 1OS26.360.250.31FOSSIL CREEK TRAIL CULVERTEXISTING Q100 = 31.74 CFSPROPOSED Q100 = 23.74 CFSEXISTING Q10 = 12.4 CFSPROPOSED Q10 = 9.6 CFSEXISTING Q2 = 7.3 CFSPROPOSED Q2 = 5.8 CFSAAUNDERGROUNDPOND C1FOSSIL CREEK
UNDERGROUND WATERQUALITY TREATMENT POND C2(SEE DRAINAGE REPORT)NISSAN DEALERSHIPBUILDINGDP4DP3FFE=5020.00DPC5C50.200.881.00C40.650.881.00DPC45.55 LP10.97 LP96.07 LP96.10 LP16.42 LP14.09 LP19
.
0
2
H
P SEE DRAINAGE REPORTC3.10.930.911.00DPC3.21" = 40'1" = N/A9/14/2022 10:21:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.0191DETAILED DRAINAGE PLAN - NORTH
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. 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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100466X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)2 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN / CONCENTRATION POINTFLOW DIRECTIONDPD1LEGENDCOLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. REFER TO SHEET C6.00 FOR THE OVERALL DRAINAGE PLAN.2. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY AMASTER GRADING PLAN ARE TO BE SHOWN.NOTES1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROMTHE CITY OF FORT COLLINS AND PAY ALL APPLICABLEFLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING,FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHINTHE FOSSIL CREEK FLOODPLAIN/FLOODWAY AND EROSIONBUFFER LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ANDEROSION BUFFER ARE SUBJECT TO THE REQUIREMENTS OFCHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS,WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS ISPROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS AREMET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTIONACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDEA NO-RISE CERTIFICATION PREPARED BY A PROFESSIONALENGINEER LICENSED IN COLORADO.3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY ORPERMANENT) IS NOT ALLOWED IN THE FLOODWAY.4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS BIKERACKS, PICNIC TABLES, ETC. MUST BE ANCHORED.5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN THEEROSION BUFFER.6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BEMAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THENATURAL HABITAT BUFFER ZONE.FLOODPLAIN NOTES90.30PROPOSED SPOT ELEVATION LP = LOW POINT HP = HIGH POINT3.13EXISTING GRADEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAY
BIORETENTION POND A2DETENTION POND A1BIORETENTIONVENUS AVENUECOLLEGE AVE (HWY 287)MILKY WAYMARS DRIVE
#5822
EXISTING
#5828
EXISTING
#5834
EXISTING #200EXISTING#206EXISTING#214EXISTING#218EXISTING#201EXISTING#5836EXISTING#5835EXISTING
#5817EXISTING#224EXISTING#230EXISTINGLOT 1RISING SONMANORSUBDIVISIONA10.950.250.31A20.570.250.31A30.490.760.95A40.600.690.86A50.400.891.00A60.200.710.88A70.390.851.00A80.110.951.00A90.140.951.00A100.680.780.98A110.310.790.99A120.560.811.00A130.940.951.00A140.440.790.99A150.860.881.00A160.770.951.00B10.460.250.31B31.100.740.93B50.540.851.00B60.220.680.85B70.300.790.98OS13.270.550.69D10.490.720.90DPA1DPA2DPB1DPB3DPB4DPB5DPB6DPB7DPA5DPA7DPA13DPD1DPA14DPA15DPA9DPA10DPA11DPA12DPA6DP1DPA8DPA4POND A3LOT 2BLOCK 1TRACT ATRACT BLOT 1BLOCK 2DETENTIONPOND A1B20.480.250.31KIA DEALERSHIPBUILDINGDP2WSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00FFE=5022.2514.09 LP11.08 LP15.11 HP11.81 LP13.94 LP14.90 LP18.00 LP1
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100467X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)2 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN / CONCENTRATION POINTFLOW DIRECTIONDPD1LEGENDCOLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. REFER TO SHEET C6.00 FOR THE OVERALL DRAINAGE PLAN.2. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUMELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEARSTORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES,SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY AMASTER GRADING PLAN ARE TO BE SHOWN.NOTES1. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROMTHE CITY OF FORT COLLINS AND PAY ALL APPLICABLEFLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING,FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHINTHE FOSSIL CREEK FLOODPLAIN/FLOODWAY AND EROSIONBUFFER LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ANDEROSION BUFFER ARE SUBJECT TO THE REQUIREMENTS OFCHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.2. CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS,WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS ISPROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS AREMET, PER SECTION 10-45 OF CITY CODE. ANY CONSTRUCTIONACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDEA NO-RISE CERTIFICATION PREPARED BY A PROFESSIONALENGINEER LICENSED IN COLORADO.3. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY ORPERMANENT) IS NOT ALLOWED IN THE FLOODWAY.4. ANY ITEMS IN THE FLOODWAY THAT CAN FLOAT SUCH AS BIKERACKS, PICNIC TABLES, ETC. MUST BE ANCHORED.5. A STABILITY STUDY MAY BE REQUIRED FOR WORK WITHIN THEEROSION BUFFER.6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BEMAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THENATURAL HABITAT BUFFER ZONE.FLOODPLAIN NOTES90.30PROPOSED SPOT ELEVATION LP = LOW POINT HP = HIGH POINT3.13EXISTING GRADEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAY
1" = N/A1" = N/A9/14/2022 10:22:05 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0091SITE CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100468
1" = N/A1" = N/A9/14/2022 10:22:09 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0191SITE CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100469
1" = N/A1" = N/A9/14/2022 10:22:14 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0291SITE CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100470ONSITE (PRIVATE) CONCRETE DETAILS16"2"R.6"6"
12"1 1/2"R.6"4 1/2"ONSITE CATCH CURB & GUTTERGutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1"
6"2"R.1 1/2"R.6"4 1/2"Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1"1'-6"6"6"
12"1"STANDARD 2' CONCRETE PAN2'6" CONCRETENOTES: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 DETAIL 701 ON SHEET C7.00.ONSITE SPILL CURB & GUTTER1'-6"ONSITE DRIVE OVER CATCH CURB & GUTTER6"3"R.4 1/2"R.6"2"Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1"1'-6"7"4"
11"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 DETAIL 701 ON SHEET C7.00.ONSITE DRIVE OVER SPILL CURB & GUTTER1/8"R.6"6"Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)1"1'-6"7"4"
11"1/8"R.3"R.4 1/2"R.6" CONCRETE12" TO 24"(SEE PLAN)6"6"6"CURB CHASE DETAIL
1" = N/A1" = N/A9/14/2022 10:22:18 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0391SITE CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100471NOTES:1. THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE TERRACON GEOTECHNICAL ENGINEERING REPORT ENTITLED "FORT COLLINS NISSAN AND KIA DEALERSHIPS, FORT COLLINS, CO", DATEDAPRIL 7, 2021, TERRACON JPROJECT NO. 20215013. REFER TO THIS REPORT FOR PERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS.2. REFER TO THE ABOVE MENTIONED REPORT FOR ADDITIONAL INFORMATION REGARDING DUMPSTER PAD PAVEMENT SECTION AND OTHER CONCENTRATED AND REPETITIVE LOADINGRECOMMENDATIONS.HOT MIX ASPHALTAGGREGATE BASECOURSE (CLASS 5 OR 6)APPROVED SUBGRADE(SEE GEOTECHNICALREPORT)HOT MIX ASPHALT PAVEMENT SECTIONSONSITE (PRIVATE) PAVEMENT DETAILSMAINTRAFFICCORRIDORSPARKING4.5"N/A4.5"PORTLAND CEMENTCONCRETEAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)RIGID PAVEMENT SECTIONS5"6"3MAINTRAFFICCORRIDORSPARKING4"PORTLAND CEMENTCONCRETEAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)DUMPSTER PAD SECTION6" MIN.AGGREGATE BASECOURSE (CLASS 5 OR 6)6"NOTES:1. THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE TERRACON GEOTECHNICAL ENGINEERINGREPORT ENTITLED "FORT COLLINS NISSAN AND KIA DEALERSHIPS S. COLLEGE AVENUE TURN LANE, FORTCOLLINS, CO", DATED APRIL 18, 2022, TERRACON JPROJECT NO. 20215013B. REFER TO THIS REPORT FORPERFORMANCE SPECIFICATIONS AND OTHER RECOMMENDATIONS.HOT MIX ASPHALT(S PG 64-22)AGGREGATE BASECOURSE (CLASS 6)COMPACTED ANDAPPROVED SUBGRADE(SEE GEOTECHNICALREPORT)HOT MIX ASPHALT PAVEMENT SECTIONCOLLEGE AVENUE PAVEMENT DETAILS3"10"1HOT MIX ASPHALT(SX PG 64-28)2"12"SECTIONPREFABRICATED WHEEL STOP4NOTES:1. THE ABOVE PAVEMENT SECTION IS THE MINIMUM SECTION REQUIRED PER LARIMER COUNTY URBANAREA STREET STANDARDS (LCUASS) FOR A LOCAL COMMERCIAL ROADWAY AND IS SHOWN FOR BIDDINGPURPOSES ONLY. A FINAL PAVEMENT DESIGN REPORT SHALL BE COMPLETED PER LCUASS SECTION 10.2AFTER THE INSTALLATION OF UTILITIES AND SUBGRADE PREPARATION IS COMPLETE.HOT MIX ASPHALT PAVEMENT SECTIONVENUS AVENUE PAVEMENT DETAILS5.5"11"2HOT MIX ASPHALTAGGREGATE BASECOURSE (CLASS 5 OR 6)APPROVED SUBGRADE(SEE GEOTECHNICALREPORT)EV PARKING STRIPING DETAIL2.00"48.00"2.00"2.75"26.00"35.00"8.75"11.00"2.00"5SIGNAGE NOTES:1. ALL SIGNAGE PER CDOTSPECIFICATIONS SIGNDIMENSION: 12" X 18" ALLCOLORS TO BERETROREFLECTIVE.2. SIGNS TO BE MOUNTED ONPOST PER LCUASS DETAIL1401.3. COLORS BY SECTION:UPPER LEFT SECTION:LEGEND AND BORDER -WHITEBACKGROUND - REDUPPER RIGHT SECTION:LEGEND AND BORDER - REDBACKGROUND - WHITELOWER SECTION: LEGENDAND BORDER - REDBACKGROUND - WHITE4. MOUNTING HEIGHT: 6' TOBOTTOM OF SIGN."NO PARKING CHARGING VEHICLE" SIGN DETAIL6
1" = N/A1" = N/A9/14/2022 10:22:22 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.1091WATER & SANITARY SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100472WATERLINE LOWERING DETAIL1C7.10ANODE LEADSBLACKPIPELINE TEST WIRESRED FOR STEEL BLUE FORDICASINGSORANGEREF ELECTRODEYELLOWTRACER WIREWHITE
1" = N/A1" = N/A9/14/2022 10:22:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.1191WATER & SANITARY SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100473TRAFFIC RATEDTRAFFIC RATED WITH VERTICAL DROPSANITARY SEWER SERVICE CLEANOUT DETAILS1C7.11
1" = N/A1" = N/A9/14/2022 10:22:25 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2091STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100474
1" = N/A1" = N/A9/14/2022 10:22:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2191STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100475
1" = N/A1" = N/A9/14/2022 10:22:33 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2291STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100476CDOT TYPE R INLET DETAILS2CDOT TYPE C AND D INLET DETAILS1
1" = N/A1" = N/A9/14/2022 10:22:37 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2391STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100477POND A1 OUTLET STRUCTURE DETAILS112"12"100-YEAR ORIFICE PLATE5/16" THICK GALVANIZEDSTEEL PLATEPLATE CENTERED OVER 8"PIPE OPENING IN WALL1/2" Ø HOLES FOR 3/8" ØEXPANSION BOLTSEMBEDDED 2" INTOCONCRETE WALL@ 6" O.C. MIN.5-7/8" Ø ORIFICE5002.405003.505005.655010.0012-INCH120-INCH72-INCH12-INCH3/4-INCH41
1" = N/A1" = N/A9/14/2022 10:22:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2491STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100478
99.331.00 TOP 99.330.00 TOP1.00 TOP0.00 TOP99.2999.296" (TYP)2'6" (TYP)35'8" HDPE STORMTYPE L RIP RAP3'AABB1" = N/A1" = N/A9/14/2022 10:22:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2591STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100479REV E7001-110-011DWG NO.1 OF 1SHEET1:1SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com8 IN - 30 IN SPECIFICATIONSTITLEPROJECT NO./NAMEMATERIALDATEAPPD BY3-10-00DATECJADRAWN BY3-10-00CJA Section 2721 Engineered Surface Drainage ProductsGENERALPVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductileiron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. Thesurface drainage inlets shall be as manufactured by Nyloplast, a division of Advanced Drainage Systems, Inc., or prior approved equal.MATERIALSThe drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to thespecified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with thespecified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The flexibleelastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used tomanufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class12454.The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8", 10", 12", 15", 18", 24", and 30" and shall be made specificallyfor each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capableof supporting H-20 wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15" square grates will be hinged to the frame using pins. Metalused in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grate shall be provided painted black.INSTALLATIONThe specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall becrushed stone or other granular material meeting the requirements of class 2 material as defined in ASTM D2321. Bedding and backfill for surface drainageinlets shall be placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade. No brick, stoneor concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured under and around thegrate and frame. The concrete slab must be designed taking into the consideration local soil conditions, traffic loading, and other applicable design factors. Forother installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines.NOTES1. ALL CONCRETE SHALL BE CLASS B.2. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.3. BOND BREAKER AND JOINT SEALANT SHALL BE PLACED BETWEENTHE PIPE SECTION AND ADJACENT CONCRETE.LEVEL SPREADER DETAILS10.5'35'0.5'0.5'ELEV. 99.33ELEV. 100.00ELEV. 98.83ELEV. 101.001.6'8" HDPE OUTFALLLEVEL SPREADERELEV. 100.006" CONCRETE SLAB#4 @ 18" O.C. BENT TIE BAR2'0.5'0.5'0.25'0.25'0.5'2'0.71'2.0% SLOPE8" HDPE1.25'#4 CONTINUOUS#4 CONTINUOUS10"18"#4 CONTINUOUSTYPE L RIPRAPELEVATION VIEW(SECTION B-B)ELEVATION VIEW(SECTION A-A)PLAN VIEWADDITIONAL #4 REBAR ATEACH END OF SPREADER
1.87'1'2.5'1.67'2"4'TYPE L RIPRAP135°135°135°135°R1'R1'0.67' (TYP)0.67' (TYP)3.613.61 3.617.103.613.613.613.61PROPOSED30" Ø RCP3.61#4 REBAR BENT INTO CURB#4 REBAR BENT INTO CURBTOP OF WALLELEV. 5007.10#4 @ 18" O.C.(SEE REBAR DETAIL)TOP OF WALLELEV. 5005.287.10TOP OF WALLELEV. 5004.614.31 FG5.20 FG6.10 FG7.10 FG6.28 FG4.614.61 5.27 FG7.107.104.614.613.75 FG 3.61 FG4.26 FG3.61PROPOSED15" Ø HDPE6.
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6.84R1'R1'6.846.846.846.846.846.846.84135°135°135°135°1'1'1'1.25'TYPE L RIPRAP4'#4 REBAR BENT INTO CURB#4 REBAR BENT INTO CURBTOP OF WALLELEV. 5007.84#4 @ 18" O.C.(SEE REBAR DETAIL)TOP OF WALLELEV. 5007.678.907.847.84TOP OF WALLELEV. 5008.902.5'3.75'PROPOSED29" x 45" HERCP4'2"0.67' (TYP)2.81'0.67' (TYP)9.00R2'R2'135°135°135°135°9.009.
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100480NOTES1. ALL CONCRETE SHALL BE CLASS B.2. FOR LOCATION OF FOREBAYS AND OUTLET PIPES, SEE PLANS.3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH.4. BOND BREAKER AND JOINT SEALANT SHALL BE PLACED BETWEENTHE PIPE SECTION AND ADJACENT CONCRETE CURB.REBAR DETAILWELDED WIRE FABRIC 6 x 6 - W 1.4 x W 1.4IN BASE SLAB#4 @ 18" O.C. BENT TIE BAR3"#4 CONTINUOUS18"15"FOREBAY BASIN DETAILSNORTH02'4'SCALE: 1" = 2'1'ELEVATION VIEWWELDED WIRE FABRIC6X6 - W 1.4 X W 1.412"12"30" Ø RCP8"4'1.87'1'1.67'1.67'6"PLAN VIEW18"BENT BAR DETAIL18"10"8"TYPE L RIPRAPNORTH0
2'4'SCALE: 1" = 2'1'NORTH02'4'SCALE: 1" = 2'1'ELEVATION VIEWWELDED WIRE FABRIC6X6 - W 1.4 X W 1.412"18"29" x 45" HERCP8"4'1.87'4'2.5'1.61'6"8"8"TYPE L RIPRAP8"ELEVATION VIEWWELDED WIRE FABRIC6X6 - W 1.4 X W 1.412"15" Ø HDPE8"4'12"10"6"8"8"TYPE L RIPRAP8"12"FOREBAY E1FOREBAY H1FOREBAY F1REBAR DETAILWELDED WIRE FABRIC 6 x 6 - W 1.4 x W 1.4IN BASE SLAB#4 @ 18" O.C. BENT TIE BAR3"#4 CONTINUOUS12"9"BENT BAR DETAIL12"10"REBAR DETAILWELDED WIRE FABRIC 6 x 6 - W 1.4 x W 1.4IN BASE SLAB#4 @ 18" O.C. BENT TIE BAR3"#4 CONTINUOUS12"9"BENT BAR DETAIL12"10"PLAN VIEWPLAN VIEW8"#4 CONTINUOUS#4 CONTINUOUS#4 CONTINUOUS1.5'1.5'1.5'
PROPOSED18" Ø HDPE6.86 6.86135°135°135°135°1.5'1'1.12'TYPE L RIPRAP4'6.866.86 R1'R1'6.866.866.876.866.860.67' (TYP)0.67' (TYP)BIORETENTIONUNDERDRAIN2"#4 REBAR BENT INTO CURB#4 REBAR BENT INTO CURBTOP OF WALLELEV. 5009.00#4 @ 18" O.C.(SEE REBAR DETAIL)TOP OF WALLELEV. 5007.869.007.86TOP OF WALLELEV. 5007.868.89 FG8.18 FG7.62 FG 6.97 FG 6.97 FG7.62 FG8.18 FG8.89 FG9.00 FG6.867.869.00
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100481NOTES1. ALL CONCRETE SHALL BE CLASS B.2. FOR LOCATION OF FOREBAY ANDOUTLET PIPES, SEE PLANS.3. EXPOSED CONCRETE CORNERSSHALL BE CHAMFERED 3/4 INCH.4. BOND BREAKER AND JOINTSEALANT SHALL BE PLACEDBETWEEN THE PIPE SECTION ANDADJACENT CONCRETE CURB.REBAR DETAILWELDED WIRE FABRIC 6 x 6 - W 1.4 x W 1.4IN BASE SLAB#4 @ 18" O.C. BENT TIE BAR3"#4 CONTINUOUS12"9"FOREBAY BASIN DETAILS (CONTINUED)NORTH02'4'SCALE: 1" = 2'1'ELEVATION VIEWWELDED WIRE FABRIC6X6 - W 1.4 X W 1.412"12"18" Ø HDPE8"4'1.13'1.5'6"PLAN VIEW18"BENT BAR DETAIL12"10"8"TYPE L RIPRAP8"FOREBAY G1INLET / BASIN SCHEDULE2INLET / DRAIN BASIN SCHEDULEINLET ID.INLET TYPEGRATE TYPEA3.215' TYPE RN/AA3.315' TYPE RN/AA410" NYLOPLAST BASIN10" SOLID TRAFFIC-RATED LIDA512" NYLOPLAST BASIN12" SOLID TRAFFIC-RATED LIDA636" NYLOPLAST BASIN W/ OUTLET WEIR 36" SOLID TRAFFIC-RATED LIDA7 MODIFIED TYPE D INLET W/ DIVERSION WEIRSSTANDARD GRATEA7.224" NYLOPLAST BASIN W/ OUTLET WEIR 24" SOLID TRAFFIC-RATED LIDA7.3DOUBLE CURB INLETN/AA8TRIPLE CURB INLETN/AA1036" NYLOPLAST BASIN W/ STRAIGHT WEIR 36" SOLID TRAFFIC-RATED LIDA1118" NYLOPLAST BASIN18" SOLID TRAFFIC-RATED LIDA12DOUBLE CURB INLETN/AA13 MODIFIED TYPE D INLET W/ DIVERSION WEIRSSTANDARD GRATEA14.115" NYLOPLAST DRAIN BASIN15" SOLID TRAFFIC-RATED LIDE215' TYPE RN/AF2TRIPLE CURB INLETN/AG2TRIPLE CURB INLETN/AG3DOUBLE CURB INLETN/AG410' TYPE RN/AG510' TYPE RN/AH3.25' TYPE RN/AH3.35' TYPE RN/AH3.418" NYLOPLAST DRAIN BASIN18" SOLID TRAFFIC-RATED LIDH4.15' TYPE RN/AH4.2-1SINGLE CURB INLETN/AH4.45' TYPE RN/AH4.5TYPE C INLETTRAFFIC-RATEDH4.6TYPE C INLETTRAFFIC-RATEDH4.75' TYPE RN/AH65' TYPE RN/AH75' TYPE RN/ASTORM MANHOLE SCHEDULE3MH SCHEDULEMH ID.MH TYPESTMH A248" ØSTMH A348" ØSTMH A3.160" Ø FLAT TOP W/DIVERSION WEIRSTMH A7.160" ØSTMH A1448" ØSTMH H272" Ø FLAT TOPSTMH H384" Ø FLAT TOPSTMH H460" ØSTMH H4.260" ØSTMH H4.360" ØSTMH H548" ØSTMH H548" ØMH IR-148" ØMH IR-248" ØMH IR-348" ØMH IR-448" ØMH IR-548" ØMH IR-648" Ø* REFER TO THIS SHEET & SHEET C3.50 FOR ADDITIONAL DETAILS* REFER TOSHEET C3.50 &C7.28 FORDETAILS* REFER TO SHEETS C3.50 & C7.28 FOR ADDITIONAL DETAILS* REFER TO THIS SHEET & SHEET C3.50 FOR ADDITIONAL DETAILS* REFER TO SHEETS C3.50 & C7.28 FOR ADDITIONAL DETAILS1.5'100-YR ORIFICE: 2 34"WEIR INV.ELEV. 5000.25TOP OF WEIR ELEV.5003.51TOP OF WEIR ELEV. 5005.57BASIN A10BASIN A6
55"1" = N/A1" = N/A9/14/2022 10:23:07 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2891STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100482NORTHPLAN VIEW97°'FLAT TOP MANHOLE RIM = 4999.95INTERNAL WEIR(SEE DETAILS FOR VERTICAL ORIFICE INFORMATION)WATER STOP GASKET13"6"30"13"6"52.9"52.9"24" HDPEINV. 5000.44 (N)15" HDPEINV. 5005.84 (S)12" HDPEINV. 5000.4412" HDPEINV. 5000.44GRATE = 5011.6481.5"INLETS A7 & A13 (MODIFIED TYPE D INLET)1INLET A13 MODIFIED CROSS-SECTION13"6"30"13"6"55"24" HDPEINV. 5000.27 (N)INV. 5000.27 (S)12" HDPEINV. 5000.2712" HDPEINV. 5000.27GRATE = 5008.1439.4"INLET A7 MODIFIED CROSS-SECTION83°'3/4" GALVANIZED STEEL PLATE 3/4" GALVANIZED STEEL PLATE3' - 6"4' - 6"6"SECTION A-A60"62.2"FLAT TOP MANHOLERIM = 4999.9518" HDPEINV. 4989.77 (SW)24" HDPEINV. 4989.77 (NE)18" HDPEINV. 4990.95 (NW)60"ELEVATIONAA60" ØINTERNAL WEIRSTMH A3.1 DETAIL2 NO. 4 REBAR6" NO. 4 REBAR#4 REBAR @ 10.5"MH RUNGS 12" O.C. ONNORTH SIDE OF STRUCTUREMH RUNGS 12" O.C. ONNORTH SIDE OF STRUCTUREFLAT SLAB TOP SECTIONASTM C-478ASTM C-478 MANHOLE SECTIONSCLOSE MESH GRATECLOSE MESH GRATE24" RING AND COVER PERCITY OF FORT COLLINSSTORMWATER DETAIL D-4#4 REBAR @ 12" (TYP)#4 REBAR CONTINUOUS (TYP)#4 REBAR @ 11.5" (TYP)#4 REBAR CONTINUOUSREINFORCEMENT PERCDOT DETAILREINFORCEMENT PERCDOT DETAILELEV. 5004.85 (TYP)ELEV. 5004.85 (TYP)TOP OF CONCRETE WEIR ELEV. 4994.7728" MAXMANHOLE RUNGS 12" O.C.3.5" (TYP)3.5" (TYP)#4 REBAR @ 10.5" (TYP)#4 REBAR3.75"3.75"APPROVED FLEXIBLE PLASTIC SEALING COMPOUND (TYP).INSTALL PER MANUFACTURER RECOMMENDATION.REFER TO CITY OF FORTCOLLINS DETAIL D-4FINISHED GRADECONCRETE ADJUSTMENT SHIMSGROUTED INSIDE AND OUT#4 REBAR12" MAX (TYP)STAINLESS STEEL ANCHOR BOLT (TYP) NO. 4 REBAR CONTINUOUS#4 REBAR @ 10.5"#4 REBARTOP OF WEIR ELEV. 4994.77NOTES1. ALL CONCRETE SHALL BE CLASS B.2. FOR LOCATION OF MANHOLE AND OUTLET PIPES, SEE PLANS.3. REFER TO CITY DETAILS FOR MANHOLE STRUCTURE.4. FOR PRECAST MANHOLES, THE REINFORCEMENT FOR THE WEIRWALLS SHALL BE ANCHORED INTO THE MANHOLE WALLS.NOTES1. ALL CONCRETE SHALL BE CLASS B.2. FOR LOCATION OF INLETS AND OUTLET PIPES, SEE PLANS.3. FOR PRECAST INLETS, THE REINFORCEMENT FOR THE WEIR WALLSSHALL BE ANCHORED INTO THE INLET WALLS.
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100483UNDERGROUND DETENTION SYSTEMS DETAILS1(REFER TO SHEET C.27 & C.28)·INSPECTION PORT NOT OPTIONAL·INSPECTION PORTS ARE NOT OPTIONAL
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100484UNDERGROUND DETENTION SYSTEMS DETAILS (CONTINUED)1
1" = N/A1" = N/A9/14/2022 10:23:19 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.3191STORM SEWER CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100485UNDERGROUND DETENTION SYSTEMS DETAILS (CONTINUED)1
1" = N/A1" = N/A9/14/2022 10:23:20 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.4091EROSION CONTROL CONSTRUCTION DETAILS
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100486
1" = N/A1" = N/A9/14/2022 10:23:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.4191EROSION CONTROL CONSTRUCTION DETAILS
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSN
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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 plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
9/14/2022U2100487CWAVTCDANDY CURB BAGOVERFLOWGAPCURB ANDGUTTER INLETCURBFILTERLOW PROFILE WITHGUTTER FOR SAFETYAND CURB APPEALLIFTINGSTRAPSSTORM SEWERGRATE COMPLETELYCOVERED BYHI-FLOW FABRICDANDY BAGVELCROCLOSURELIFT STRAPSUSED FOR EASYMOVEMENT ANDINSPECTION OFUNITSTORMSEWERGRATEDANDY BAGSTORMSEWERGRATEDANDY CURBMANHOLECURB OPENINGWITHOUT GRATECURB FILTEROVERFLOWGAPAGGREGATEPOUCHINLET FILTER DETAILSCOMBINATION INLET FILTER - DP1TYPE R INLET FILTER - DP2AREA INLET FILTER - DP3NOTES:1. INLET FILTERS SHALL BE DANDY PRODUCTS AS SHOWN OR APPROVED EQUAL. PLAN VIEWREFERS TO DANDY PRODUCTS AS "DP-#" AS DESIGNATED ON THIS DETAIL.1
Know what's below.
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FOR REVIEW ONLY
NOT FOR CONSTRUCTION
DELICH
ASSOCIATES
GENERAL NOTES
1.TRAFFIC SIGNAL MATERIALS AND INSTALLATION SHALL COMPLY WITH “STATE OF COLORADO – STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION 2019”; THE 2019 STATE OF COLORADO – STANDARD PLAN (M&S STANDARDS); THE “MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES”; THE CURRENT “NATIONAL ELECTRIC CODE”; AND ALL LOCAL ORDINANCES AND
REGULATIONS THAT APPLY, EXCEPT AS NOTED ON THESE PLANS OR SPECIAL PROVISIONS.
2.ALL QUANTITIES ARE APPROXIMATE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY,
TOOLS, MEANS OF TRANSPORTATION, AND LABOR TO COMPLETE THE WORK IN FULL, AND COMPLETE IN ACCORDANCE WITH THE
PLANS. ALL ITEMS NOT SHOWN IN THE SUMMARY OF THE APPROXIMATE QUANTITIES SHALL BE CONSIDERED INCIDENTAL TO THE
WORK AND NOT PAID FOR SEPERATELY.
3.THE ENGINEER MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR VARIANCE FROM THESE PLANS. ANY VARIATIONS
FROM THESE PLANS SHALL BE PROPOSED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER.
4.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE
COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL AND
NOTIFICATION OF THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE ENGINEER WAS NOT
CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.
5.ALL WORK SHALL OCCUR WITHIN THE PUBLIC RIGHT-OF-WAY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH
STANDARD SPECIFICATION 107.01 AND 107.02.
6.ALL STAGING AREAS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
7.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE,
INCLUDING SAFETY OF ALL PERSONS DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. THIS INCLUDES TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND CDOT M&S STANDARDS. CDOT’S REVIEW OF PLANS AND CONSTRUCTION IS NOT
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
8.OPEN EXCAVATIONS SHALL NOT BE ALLOWED WHEN CONSTRUCTION WORK IS NOT IN PROGRESS (INCLUDING OVERNIGHT,
WEEKENDS, AND HOLIDAYS). METHOD(S) OF PROTECTING EXCAVATIONS, FROM VEHICLES AND PEDESTRIANS, INCLUDING METAL
PLATES OR CONCRETE BARRIERS, SHALL BE APPROVED BY THE ENGINEER. THE COST OF PROTECTION OF EXCAVATIONS WILL NOT
BE MEASURED AND PAID FOR SEPERATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.
9.CONCRETE SUPPLIED SHALL BE SULFATE CLASS 2. THE CONTRACTOR MAY AT HIS OWN EXPENSE HAVE A CERTIFIED LABORATORY
TEST THE SUBGRADE AS PER THE FIELD MATERIALS MANUAL.TESTING SHALL BE AT THE SAME SCHEDULE AND FREQUENCY AS
REQUIRED FOR A PRELIMINARY SOIL SURVEY. THE CONTRACTOR MAY PROPOSE A DIFFERENT CLASS OF EXPOSURE FOR THE
PROJECT BASED ON THOSE TEST RESULTS.
10.THE CONTRACTOR SHALL PROTECT ALL EXISITING SURVEY, RIGHT-OF-WAY, AND SECTION CORNER MONUMENTATION DURING
CONSTRUCTION OPERATIONS UNLESS INSTRUCTED OTHERWISE. ANY MONUMENTS DISTURBED BY THE CONSTRUCTION
OPERATIONS SHALL BE RESET BY A COLORADO LICENSED SURVEYOR AT THE CONTRACTOR’S EXPENSE, IN ACCORDANCE WITH
SECTION 629 AND THE MOST RECENT VERSION OF THE R.O.W. MANUAL. THE CONTRACTOR SHALL NOTE THOSE MONUMENTS IN THE
FIELD PRIOR TO CONSTRUCTION.
11.THERE WILL BE NO STOCKPILING OR SIDECASTING OF WASTE MATERIALS WITHIN PUBLIC RIGHT-OF-WAY, INCLUDING, BUT NOT
LIMITED TO, PAINT CHIPS, CONCRETE, SOILS, TRAFFIC SIGNAL EQUIPMENT, SIGNAGE, ETC THAT COULD POTENTIALLY RESULT FROM
PROJECT ACTIVITIES. REMOVAL IS INCIDENTAL AND NOT AT ADDITIONAL COST TO PROJECT.
12.ANY DAMAGE TO PRESENT HIGHWAY FACILITIES SHALL BE REPAIRED IMMEDIATELY AND PRIOR TO CONTINUING OTHER WORK. ANY
MUD OR OTHER MATERIAL TRACKED OR OTHERWISE DEPOSITED ON THE ROADWAY SHALL BE REMOVED DAILY OR AS ORDERED BY
THE INSPECTOR.REMOVAL IS INCIDENTAL AND NOT AT ADDITIONAL COST TO PROJECT
13.ANY FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF THE CONTRACTOR’S OPERATION THAT ARE
TO REMAIN, INCLUDING CURB AND GUTTER, SIDEWALK, CURB RAMP, ASPHALT, CONCRETE PAYMENT, LANDSCAPING, AND LAWN
IRRIGATION, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR’S EXPENSE. ALL COSTS INCIDENTAL
TO THE FOREGOING REQUIREMENTS WILL NOT BE PAID FOR SEPERATELY, BUT SHALL BE INCIDENTAL TO THE WORK. ALL WORK
SHALL BE DONE TO THE APPROVAL OF THE PROJECT ENGINEER.
14.THE CONTRACTOR SHALL KEEP A COPY OF THE COLORADO DEPARTMENT OF TRANSPORTATION APPROVED PLANS AND
SPECIFICATIONS ON SITE AT ALL TIMES.
15.UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT TWO SETS OF RECORD DRAWINGS, “AS-CONSTRUCTED”
PLANS, AND ANY OTHER ADDITIONAL DATA REQUIRED BY THE ENGINEER TO CDOT SHOWING THE ACTUAL LOCATION OF CONDUIT,
ITS DEVICES, PULL BOXES, AND OTHER SIGNIFICANT WORK. “AS-CONSTRUCTED” PLANS SHALL BE THE FULL CONSTRUCTION SET
WITH ANY CHANGES AND SHALL BE COMPUTER GENERATED.”AS-CONSTRUCTED” PLANS SHALL INCLUDE ALL ITEMS INSTALLED WITH
CORRESPONDING QUANTITIES, MARKED UP DIGITALLY WITH HIGHLIGHTING OF ITEMS IMPLEMENTED. THESE AS CONSTRUCTED SETS
SHALL MATCH THE PAY ESTIMATES IN TERMS OF QUANTITIES AND WILL BE PRODUCED AT NO ADDITIONAL CHARGE TO THE PROJECT.
THESE PLANS WILL BE REQUIRED BEFORE PROJECT ACCEPTANCE, THE FINAL MONTHLY PROGRESS PAYMENT AND THE CDOT
FINALS UNIT’S PAYMENT OF RETAINAGE IS PROCESSED.
16.PROGRESS ESTIMATES WILL BE WITHELD DUE TO MISSING REQUIRED MATERIALS DOCUMENTATION (INCLUDING BUY
AMERICA DOCUMENTATION), TCS DIARIES, BORE/POTHOLE LOGS, EEO DOCUMENTATION, PAYROLLS, AND SCHEDULES. PROJECT
ACCEPTANCE WILL REQUIRE ALL DOCUMENTATION TO BE SUBMITTED AND ENGINEER RESERVES RIGHT TO CHARGE PROJECT TIME
FOR THESE DOCUMENTS EVEN IF CONSTRUCTION IS COMPLETE.
17.NO WORK SHALL BEGIN UNTIL ALL SIGNAL EQUIPMENT ITEMS FOR THE PROJECT HAVE BEEN PROCURED AND RECEIVED. NO WORK
WILL BEGIN UNTIL ALL PRECON AGENDA ITEMS ARE SUBMITTED TO PROJECT ENGINEER. PROJECT TIME MAY BE CHARGED, AT
ENGINEER’S DISCRETION, WHILE AWAITING PRECON DOCUMENTATION.
TRAFFIC SIGNAL NOTES
18.THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BY THE PROJECT ENGINEER PRIOR TO THE COMMENCEMENT
OF WORK. THIS IS OUTLINED IN THE STANDARD SPECIFICATIONS.
19.PRIOR TO ORDERING THE SIGNAL POLES AND MAST ARMS, THE CONTRACTOR SHALL POTHOLE THE EXISITING UTILITIES BY THE
USE OF NON-INVASIVE VACUUM EXTRACTION METHODS TO VERIFY THE EXACT LOCATION AND DEPTH OF THESE FACILITIES AND
THAT THE SIGNAL POLE FOUNDATIONS CAN BE INSTALLED WITHOUT DAMAGE TO THE EXISITING UTILITIES OR RELOCATIONS OF
THESE FACILITIES.
20.SIGNAL POLE LOCATIONS SHOWN IN THE PLANS ARE APPROXIAMATE ONLY. (FINAL LOCATIONS SHOULD BE STAKED AFTER ALL
UNDERGROUND UTILITIES ARE LOCATED. FINAL POLE LOCATIONS SHALL BE STAKED IN THE FIELD AND FIELD VERIFIED. MAST ARM
LENGHTS SHALL BE FIELD VERIFIED. FIELD VERIFICATIONS SHALL BE DONE BY CDOT TRAFFIC OPERATIONS (GREG HERGENREDER
970-350-2290) AND THE PROJECT ENGINEER PRIOR TO ORDERING MAST ARMS.) MAST ARMS MUST BE OF SUFFICIENT LENGTH TO
ALLOW ALL SIGNAL HEADS TO BE CENTERED OVER THE LANES. THE TOPS OF ALL CAISSONS SHALL BE FLUSH WITH FINISHED
GROUND SURFACE UNLESS ENGINEER STATES OTHERWISE.
21.THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING REQUIREMENTS REGARDING TRAFFIC SIGNAL CONSTUCTION AND
MAINTENANCE PERSONNEL. CURRENT CERTIFICATES SHOWING QUALIFICATIONS SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION
MEETING
a.FOR ANY WORK INSIDE THE TRAFFIC SIGNAL CABINET, A MASTER ELECTRICIAN WITH IMSA LEVEL II CERTIFICATION IS REQUIRED.
THIS INCLUDES THE COMPLETION OF TRAINING IN CONSTRUCTION, CORRECTIVE MAINTENANCE, AND SIGNAL TURN ON.
b.FOR ALL WORK EXTERNAL TO THE SIGNAL CABINET, A LICENSED JOURNEYMAN WITH MINIMUM IMSA LEVEL I IS REQUIRED. A
MAXIMUM RATIO OF FOUR LICENSED JOURNEYMAN IMSA LEVEL I TO ONE MASTER ELECTRICIAN IMSA LEVEL II WILL BE ALLOWED
FOR WORK EXTERNAL TO THE SIGNAL CABINET.
51.SIGNAL HEADS SHALL BE BAGGED WITH “OUT OF SERVICE” BAGS UNTIL READY FOR OPERATION AS DETERMINED BY THE ENGINEER.
BAGGING SHALL COVER ANY BACKPLATE BORDER AND SHALL BE BLACK. BAGGING WILL NOT BE MEASURED AND PAID FOR
SEPERATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.
52.ELECTRICAL DISCONNECT BOXES SHALL BE PROVIDED AT THE CONNECTION POINT OF EACH POWER SOURCE OR POINT OF
SERVICE AS DIRECTED BY THE ENGINEER. BOXES SHALL BE WEATHER PROOF, NEMA TYPE CIRCUIT BREAKER ENCLOSURES AND
LOCKABLE.
53.SHOULD CONTRACTOR INCUR WATER IN CAISSON, DEWATERING WILL BE REQUIRED. DEWATERING WILL NOT BE PAID FOR
SEPERATELY, BUT SHALL BE INCLUDED IN THE COST OF THE CAISSON. THE CONTRACTOR SHALL OBTAIN A DEWATERING PERMIT
AND SUBMIT A DEWATERING PLAN FOR APPROVAL PRIOR TO BEGINNING CAISSON WORK. DEWATERING DISCHARGE ONTO THE
SURFACE IS NOT ALLOWED. CONTRACTOR SHALL COLLECT AND DISPOSE OF OFF SITE AT NO ADDITIONAL CHARGE TO PROJECT.
54.EXCAVATION OF SOILS FROM DRILLED FROM CAISSON AND THE CONSTRUCTION OF THE CAISSON SHALL BE COMPLETED WITHIN
THE DAY AND SPECIFIED WORKING HOURS. SOILS SHALL BE REMOVED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
PROJECT.
55.ALL CAISSONS SHALL BE CAST-IN-PLACE
56.CABINET FOUNDATION SHALL HAVE A CONCRETE PAD/WALKWAY ON ALL SIDES PER STANDARD S-614-42 AND SHALL BE INCLUDED
IN THE COST OF THE CABINET.
57.THE CONTRACTOR SHALL HAVE 1 HOUR TO RESPOND TO TRAFFIC SIGNAL MAINTAINENCE. THE CONTRACTOR SHALL PROVIDE AN
ON-CALL CONTACT NAME AND PHONE NUMBER TO THE PROJECT ENGINEER.
58.BORE DEPTHS ARE TO BE VARIED AS REQUIRED TO AVOID UTILITIES. BORE DEPTHS TO BE AT A MINIMUM OF 36”.
59.BORE AND POTHOLE LOGS SHALL BE GIVEN TO PROJECT ENGINEER WEEKLY.
60.TRAFFIC CONTROL SUPERVISOR (TCS) DIARIES SHALL BE GIVEN TO PROJECT ENGINEER AT INTERVALS NO LONGER THAN WEEKLY
AND WILL BE REQUIRED FOR PAYMENT. IF THERE ARE DISCREPANCIES BETWEEN TCS DIARY AND INSPECTOR DIARY, INSPECTOR
DIARY SHALL PREVAIL WITH ANY DIFFERENCES BROUGHT UP BY TCS AT NEXT WEEKLY PROJECT MEETING TO BE RESOLVED.
61.SERVICE METER PEDESTAL TO BE PAID FOR AS PART OF SERVICE METER CABINET PAY ITEM.
62.THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY AREAS NOT APPROVED BY THE ENGINEER.
63.PLASTIC FENCE IS A RESET ITEM AND WILL BE PAID FOR MAXIMUM OCCURANCE IN ANY GIVEN DAY. THIS SHALL BE PART OF PAY
ITEM #607-11525.
64.IT IS ESTIMATED THAT 40 DAYS OF TRAFFIC CONTROL MANAGEMENT WILL BE REQUIRED ON THIS PROJECT.
65.IT IS ESTIMATED THAT 8 DAYS OF TRAFFIC CONTROL INSPECTION WILL BE REQUIRED ON THIS PROJECT.
66.IT IS ESTIMATED THAT 120 HOURS OF FLAGGING WILL BE REQUIRED ON THIS PROJECT.
67.IT IS ESTIMATED THAT 1 SANITARY FACILITY WILL BE REQUIRED ON THIS PROJECT.
68.IT IS ESTIMATED THAT TIER IV PUBLIC INFORMATION MANAGEMENT WILL BE REQUIRED ON THIS PROJECT.
69.NO RIGHT-OF-WAY ACQUISITION WILL BE NEEDED FOR THIS PROJECT. ALL WORK WILL BE COMPLETED ENTIRELY WITHIN THE
EXISTING RIGHT-OF-WAY.
ENVIRONMENTAL NOTES
70.ONCE CONSTRUCTION HAS BEEN COMPLETED, THE CDOT PROJECT MANAGER, A CDOT REGION 4 STAFF MANAGER, AND THE
CONTRACTOR WILL CONDUCT A WALKTHROUGH OF THE PROJECT SITE. THE PURPOSE OF THE WALKTHROUGH IS TO IDENTIFY ANY
AREAS WHERE BMPS NEED TO BE REMOVED OR MAINTAINED AND IDENTIFICATION OF RESPONSIBLE PARTY UNTIL CDPS PERMIT, IF
APPLICABLE, IS CLOSED.
71.WORK ACTIVITIES, INCLUDING THE MOVEMENT AND PLACEMENT OF VEHICLES AND EQUIPMENT, SHALL NOT DISTURB WETLANDS,
THREATENED AND ENDANGERED SPECIES (OR THEIR HABITAT), OR BLACK-TAILED PRARIE DOG COLONIES. IF ANY SUCH SITES ARE
ENCOUNTERED, CDOT REGION 4 ENVIRONMENTAL UNIT SHALL BE NOTIFIED SO THAT ALL APPLICABLE CLEARANCES AND PERMITS
MAY BE OBTAINED.
UTILITY NOTES
72.IF UNDERGROUND UTILITIES ARE EXPOSED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER OF THE
FACILITY TO ALLOW THE INSPECTION OF THE FACILITY FOR DAMAGE. ANY EXISITING UTILITY LINES THAT ARE DAMAGED BY THE
CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR’S EXPENSE. THIS EXPENSE SHALL CONSIDERED
INCIDENTAL TO THE PROJECT AND NO SEPARATE PAYMENT SHALL BE MADE.
73.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISITING UTILITIES AND SUBSURFACE ITEMS IN THE WORK AREA
PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST 2 BUSINESS DAYS, NOT
INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CONTACT UNCC AT 811 OR
(800) 922-1987 TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND
UTILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER.
74.XCEL ENERGY REQUIRES A 2 WEEK NOTICE PRIOR TO WORKING AROUND THEIR HIGH-PRESSURE GAS LINES TO ENSURE A
REPRESENTATIVE IS ONSITE DURING EXCAVATION.
75.UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR’S
ATTENTION IS DIRECTED TO SUBSECTION 105.11 OF THE STANDARD SPECIFICATIONS CONCERNING UTILITIES. THE CONTRACTOR
SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, C.R.S. (EXCAVATION REQUIRMENTS) WHEN EXCAVATING OR GRADING IS PLANNED IN
THE AREA OF UNDERGROUND UTILITIES.
76.THE CONTRACTOR SHALL BE AWARE OF COLORADO SENATE BILL 18-167, WHICH INCREASES ENFORCEMENT OF REQUIREMENTS
RELATED TO THE LOCATION OF UNDERGROUND FACILITIES.
77.CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS NEEDED TO COMPLETE THE PROJECT. COSTS FOR PERMITS SHALL BE
INCLUDED IN THE COST OF THE PROJECT.
23.TRAFFIC CONTROLLER SHALL BE AN INTELIGHT 2070LC ATC TRAFFIC SIGNAL CONTROLLER OBTAINED FROM AM SIGNAL AT CDOT
PRICE. ALL ELECTRONIC COMPONENTS IN THE CONTROLLER GREATER THAN 14 PINS SHALL BE SOCKETED TYPE. CABINET
FOUNDATION SHALL REFERENCE DETAIL S-614-42 AND PROJECT SPECIAL PROVISIONS. LOAD SWITCHES SHALL INDICATE INPUT AND
OUTPUT.
24.WIRING PAY ITEM SHALL INCLUDE ALL WORK AND MATERIALS NEEDED TO PROVIDE FULLY FUNCTIONAL TRAFFIC SIGNALS,
INCLUDING BUT NOT LIMITED TO: WIRING ASSOCIATED WITH THE CONTROLLER CABINET ASSEMBLY, SIGNAL HEADS, DETECTION
SYSTEMS, POWER METER, AND COMMUNICATION AS DEPICTED ON PLANS. WIRED COMMUNICATION BETWEEN CABINETS SHALL
CONSIST OF COPPER WIRE WITH ETHERNET (CAT5e) CONNECTIONS WITH ETHERNET/SIGNAL BOOSTERS.
25.ALL CAMERAS SHALL BE ITERIS.
26.CONTRACTOR AND ELECTRICIAN SHALL BE RESPONSIBLE FOR COORDINATING WITH THE LOCAL ELECTRIC UTILITY TO PROVIDE
THE PROPER SIZED SERVICE OF POWER (METERED ELECTRIC SERVICE) TO THE SIGNAL SYSTEM AND ALL LOAD CALCULATIONS
NEEDED FOR SIGNAL, LUMINAIRE, ETC.
27.POWER SOURCE LOCATION IS TO BE VERIFIED BY THE CONTRACTOR. ANY VARIANCE FROM PLANS WILL NOT BE CHARGED TO
PROJECT AND SHALL BE INCLUDED IN THE WIRING PAY ITEM.
28.ALL QUANTITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE THE
CONSTRUCTION SHOWN ON THESE PLANS. ALL ITEMS NOT SHOWN IN THE SUMMARY OF APPROXIMATE QUANITIES SHALL BE
CONSIDERED INCIDENTAL TO THE INSTALLATION OF TRAFFIC SIGNALS AND WILL NOT BE PAID FOR SEPERATELY.
29.TEMPORARY PULL BOXES MAY BE INSTALLED TO FACILITATE THE CONSTRUCTION OF THE TRAFFIC SIGNAL AND SHALL BE
REMOVED AT NO COST TO THE PROJECT.
30.CONDUIT, PULL BOXES, PUSH BUTTONS, CABINET, AND CAMERA LOCATIONS ARE APPROXIMATE. EXACT PLACEMENT TO BE
DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER.
31.PERMANENT PULL BOXES SHALL BE MANUFACTURED OF A PRECAST POLYMER CONCRETE MATERIAL SUCH AS QUAZITE OR AN
APPROVED EQUAL AND BE RATED FOR VEHICLE TRAFFIC.
32.DESIGNATED EXISTING PULL BOXES TO BE MOVED SHALL BE REPLACED WITH A NEW PULL BOX AND PAID AS ITEM #613-07003, TYPE
3 PULL BOX. ALL WORK TO INSTALL PULL BOX TO NEW LOCATION SHALL BE PAID AS PART OF PAY ITEM #613-07003 PER PULL BOX.
THIS INCLUDES ALL WORK FOR REWIRING, ALL WORK FOR REMOVING EXISITING PULL BOX AND RESTORATION OF ORIGINAL
LOCATION, ALL CONDUIT AND CONDUIT TIE INS, CONDUIT PLUGS, WIRE MESH, CONCRETE COLLARS, GRAVEL/ROCK, ETC AS PER
SPEC.
33.TRAFFIC SIGNAL PULL BOXES SHALL NOT BE LOCATED IN HANDICAP RAMPS, PAVEMENT AREAS, OR SIDEWALKS, OR IN LOCATIONS
WHERE THEY COULD POSSIBLY BE CONSTRUCTED IN THE FUTURE. ALL PULL BOXES SHALL BE FLUSH WITH THE FINISHED GROUND
SURFACE UNLESS APPROVED BY THE ENGINEER.
34.ALL VEHICLES AND PEDESTRIAN INDICATIONS SHALL BE APPROVED SOLID STATE LED TYPE
35.ALL CONDUITS SHALL BE PLACED A MINIMUM OF 36” BELOW EXISITING GRADE. ALL CONDUITS AND FITTINGS SHALL BE SCHEDULE
80 PVC SEAMLESS CONDUIT. ALL CONDUIT SHALL HAVE PULL ROPE AND TRACER WIRE LEFT IN THEM WHEN CONSTRUCTION IS
COMPLETED. ALL CONDUIT RUNS WITH MULTIPLE CONDUITS SHALL BE INSTALLED IN A COMMON BORE OR TRENCH.
36.CONDUIT IN PULL BOXES, CABINETS, METER, AND POLES SHALL HAVE BELL ENDS ATTACHED AND INCLUDED IN THE COST OF THE
CONDUIT.
37.PULL BOXES SHALL BE INSTALLED AT A MAXIMUM OF 150’ APART.
38.NO EXCAVATION SHALL BE PERMITTED UNTIL UNDERGROUND UTILITIES HAVE BEEN LOCATED TO THE SATISFACTION OF ALL
PARTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL AERIAL AND UNDERGROUND UTILITIES. CONTACT THE
UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY
MEMBERS COMPANIES. ALL OTHER UTILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE COMPANY.
39.IT IS ESTIMATED THAT 16 HOURS OF POTHOLING WILL BE REQUIRED FOR THIS PROJECT.
40.ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENT OF SIGNAL POLE BASE
TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET. SPLICING SHALL NOT BE PERMITTED UNLESS SPECIFICALLY
APPROVED BY ENGINEER.
41.A NEW CIRCUIT SHALL BE PROVIDED FOR EACH CABINET. NO SPLICING WILL BE PERMITTED.
42.ALL CONDUCTORS SHALL BE COLOR-CODED AND PERMANENTLY TAGGED PER THE FOLLOWING SCHEDULE:
KEY PHASE; COLOR OF SIGNAL; LOAD CONDUCTOR; “CODE” (ON TAG AT EACH CONDUCTOR) (X= PHASE NUMBER)
MOVEMENT DIRECTION/TAPE COLOR/TAG LABEL
A.NORTHBOUND LEFT TURN: RED/WHITE “Ph 5-NBL T”
B.NORTHBOUND: RED “Ph 2-NB”
C.SOUTHBOUND LEFT TURN: GREEN|WHITE “Ph 1-SBL T”
D.SOUTHBOUND: GREEN “Ph 6-SB”
E.EASTBOUND: ORANGE “Ph 4-EB”
F.WESTBOUND: BLUE “Ph 8-WB”
43.CONTRACTOR SHALL COMPLETE ALL WORK NECESSARY FOR THE OPERATION OF THE SYSTEM, AND SHALL CONTACT CDOT
TRAFFIC OPERATIONS GREG HERGENREDER AT 970-350-2290 (1 WEEK ADVANCED NOTICE REQUIRED) TO SCHEDULE A COMPLIANCE
INSPECTION PRIOR TO FLASH OPERATION. FLASH OPERATION SHALL RUN FOR (5) CONSECUTIVE DAYS INCLUDING A WEEKEND.
UPON COMPLETION OF THE INSPECTION, THE FIELD OPERATION TESTING SHALL BEGIN. THE COMPLETE TRAFFIC SYSTEM SHALL BE
FULLY OPERATIONAL AND FULLY TESTED AT THE COMPLETION OF THE PROJECT.
44.THE SIGNAL SHALL NOT BE PUT IN FLASH MODE OR MADE FULLY OPERATIONAL UNTIL CDOT HAS INSPECTED AND APPROVED THE
INSTALLATION AND FULL COMPLIANCE PAVEMENT MARKINGS ARE IN PLACE.
45.ANY WORK TO FACILITATE CONTRACTOR’S METHODS OF INSTALLATION, SUCH AS REMOVAL OF GUARD RAIL AND/OR ANY OTHER
INSTALLED FEATURE FOR VEHICLE PLACEMENT OR ANY CONTRACTOR PURPOSE, WILL BE INCLUDED AT NO COST TO THE PROJECT
AND SUBJECT TO ENGINEER APPROVAL. IF ANY FEATURE IS TO BE TEMPORARILY REMOVED TO FACILITATE CONTRACTOR METHODS,
FEATURE SHALL BE RESTORED 100% BEFORE THE END OF EACH WORKING DAY.
46.TRAFFIC SIGNAL HEADS MOUNTED ON THE SIDE OF POLES SHALL BE DRILLED AND TAPPED.
47.EACH OVERHEAD VEHICLE SIGNAL HEAD, AS SHOWN IN THE PLANS, SHALL BE YELLOW IN COLOR AND HAVE A LOUVERED BACK
PLATE, BLACK IN COLOR, INCLUDED IN THE COST OF THE SIGNAL HEAD. THE BACKPLATE SHALL INCLUDE A 2-INCH-WIDE YELLOW
RETROREFLECTIVE BORDER.
48.ALL SIGNAL HEAD VISORS SHALL BE OF BALL CAP DESIGN AND YELLOW IN COLOR.THESE SHALL BE INCLUDED IN THE COST OF THE
SIGNAL HEAD (ITEM # 614-70336)
49.AN UNINTERRUPTIBLE POWER SUPPLY (UPS) SHALL BE PROVIDED TO RUN THE SIGNAL FOR A MINIMUM OF 2 HOUR IN ALL PHASES
AND FLASH UP TO 4 ADDITIONAL HOURS.
50.LUMINAIRES SHALL BE 400 WATT EQUIVALENT LED WITH CUTOFF LENSES AT 40 FOOT MOUNTING HEIGHT. LUMINAIRE ARMS TO BE
10 FEET IN LENGTH.
US287 (COLLEGE AVENUE) & VENUS-BUENO SIGNAL PLANS
CAAA
C
A C
A
A A
C
50 FOOT MAST ARM
35 FOOT MAST ARM
60 FOOT MAST ARM
40 FOOT MAST ARM
B
LANDINGB B D
B
BD
TYPE 3
PULLBOX
TYPE 3
PULLBOX
TYPE 3
PULLBOX
TYPE 4
PULLBOX
TWO 3" CONDUITS
TWO 2" CONDUIT
TWO 3" CONDUITS
TWO 2" CONDUIT
TWO 3" CONDUITS
TWO 2' CONDUIT
2" CONDUIT
2" CONDUIT
2" CONDUIT
CONTROLLER
CABINET
POWER SUPPLY
CONNECTION
A
VIDEO DETECTION
VIDEO DETECTION
VIDEO
DETECTION
LANDI
N
G
LANDINGLANDINGLANDING10.0'
9.3'
9.8'
9.1'
B
PEDESTRIAN
PUSH BUTTON
TWO 3" CONDUITS
TWO 2" CONDUIT
PEDESTRIAN& HEADS SIGNAL
A B C D E
SUMMARY OF ESTIMATED QUANTITIES
ITEM DESCRIPTION UNIT QTY
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-35' MAST ARM)EA 1
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-60' MAST ARM)EA 1
614 EA 10
614 EA 16
614
TRAFFIC SIGNAL FACE (12,12,12)
EA 6
614
TRAFFIC SIGNAL FACE (12,12,12) (VERTICAL)
EA 6
PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN)
PEDESTRIAN PUSHBUTTON
614 TRAFFIC SIGNAL CONTROLLER (TYPE 170E-HC11)(332 CABINET)EA 1
614 UNINTERRUPTED POWER SUPPLY EA 1
614 VEHICLE DETECTION SYSYTEM (VIDEO)EA 4
614 SPREAD SPECTRUM RADIO (ENCOMM)EA 1
614 FIRE PREEMPTION UNIT AND TIMER (OPTICOM)EA 1
613 2 INCH ELECTRICAL CONDUIT (JACKED)LF 400
613 3 INCH ELECTRICAL CONDUIT (JACKED)LF 700
613 LUMINAIRE HIGH PRESSURE SODIUM (250W)EA 4
614 SIGN PANEL (CLASS I) (LANE CONTROL SIGNS)SF 15
614 SIGN PANEL (CLASS I) (STREET NAME SIGNS)SF 12
614 POWER FEED WIRE LF 25
613 WIRING LS 1
630 TRAFFIC CONTROL LS 1
PHASE 1 PHASE 2 PHASE 3 PHASE 4
PHASE 8PHASE 7PHASE 6PHASE 5
Know what's below.
before you dig.Call
R
TRAFFIC SIGNAL LEGEND
SIGNAL HEAD WITH BACKPLATE
PULL BOX
SIGNAL HEAD
CONTROLLER
PEDESTRIAN HEAD W/PUSH BUTTON
STREET LIGHT
OPTICOM
VIDEO DETECTOR
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
DELICH
ASSOCIATES
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-40' MAST ARM)EA 1
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-50' MAST ARM)EA 1
AVEVENUS
DRBUENO
COLLEGE
614 CAISSON 36" DIAMETER LF 28
614 CAISSON 42" DIAMETER LF 17
614 CAISSON 48" DIAMETER LF 21
SIGNAL POLE LOCATIONS
LOCATION NORTHING EASTING
NORTHWEST 1428855.2 3118284.6
SOUTHWEST 1428769.2 3118284.0
NORTHEAST 1428853.3 3118398.1
SOUTHEAST 1428777.9 3118398.0
LANDINGLANDI
N
G
LANDINGLANDINGLANDING10.0'
9.3'
9.1'
PEDESTRIAN& HEADS SIGNAL
A B C D E
PHASE 1 PHASE 2 PHASE 3 PHASE 4
PHASE 8PHASE 7PHASE 6PHASE 5
Know what's below.
before you dig.Call
R
TRAFFIC SIGNAL LEGEND
SIGNAL HEAD WITH BACKPLATE
PULL BOX
SIGNAL HEAD
CONTROLLER
PEDESTRIAN HEAD W/PUSH BUTTON
STREET LIGHT
OPTICOM
VIDEO DETECTOR
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
DELICH
ASSOCIATES
THIS PLAN IS FOR INFORMATION ONLY. IT
SHOWS THE FUTURE CROSSWALK
ACROSS COLLEGE AVENUE, NORTH OF
THE INTERSECTION. RAMP DESIGN
SHOULD BE DONE WITH DEVELOPMENT
OF THE PROPERTY NORTH OF THE
NISSAN/KIA SITE
A
C A A A
C
65 FOOT MAST ARM
50 FOOT MAST ARM
LANDINGB
D
B
B
A
LANDI
N
G
LANDINGLANDINGLANDINGLANDINGLANDI
N
G
LANDINGLANDING10.0'
9.3'
9.1'
PEDESTRIAN& HEADS SIGNAL
A B C D E
SUMMARY OF ESTIMATED QUANTITIES
ITEM DESCRIPTION UNIT QTY
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-50' MAST ARM)EA 1
614 EA 4
614 EA 7
614
TRAFFIC SIGNAL FACE (12,12,12)
EA 4
614
TRAFFIC SIGNAL FACE (12,12,12) (VERTICAL)
EA 4
PEDESTRIAN SIGNAL FACE (16) (COUNTDOWN)
PEDESTRIAN PUSHBUTTON
614 VEHICLE DETECTION SYSYTEM (VIDEO)EA 2
614 SPREAD SPECTRUM RADIO (ENCOMM)EA 1
614 FIRE PREEMPTION UNIT AND TIMER (OPTICOM)EA 1
630 TRAFFIC CONTROL LS 1
PHASE 1 PHASE 2 PHASE 3 PHASE 4
PHASE 8PHASE 7PHASE 6PHASE 5
Know what's below.
before you dig.Call
R
TRAFFIC SIGNAL LEGEND
SIGNAL HEAD WITH BACKPLATE
PULL BOX
SIGNAL HEAD
CONTROLLER
PEDESTRIAN HEAD W/PUSH BUTTON
STREET LIGHT
OPTICOM
VIDEO DETECTOR
FOR REVIEW ONLY
NOT FOR CONSTRUCTION
DELICH
ASSOCIATES
614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-65' MAST ARM)EA 1
THIS PLAN IS FOR INFORMATION ONLY . IT
SHOWS THE APPROXIMATE LOCATION OF
WHERE THE POLES ON THE EAST SIDE OF
COLLEGE AVENUE WILL HAVE TO BE
RELOCATED TO WHEN/IF THE ULTIMATE
SIX-LANE CROSS SECTION IS INSTALLED.