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HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - FDP220011 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOLLEGE AVE. (HWY 287)E. SKYWAY DR.FOSSIL CREEK PKWY.PROJECTSITEVE N U S A V E .E. SATURN DR.MILKY WAYMAIL CREEK LANEAPPLE BLOSSOM LANEBUENO DR.SMOKEY ST.W. SATURN DR.SE FRONTAGE ROADCOLLEGE AVE. (HWY 287) BNS F R A I L R O A D BNSF RAILROADSKYWAY DR.TRILBY RD.HARMONY RD.1" = 500'1" = N/A8/3/2022 10:08:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER ####C0.0088COVER SHEET 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 8/3/2022U210041 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 - 9 C1.01 - C1.02 REMOVALS & RELOCATIONS PLANS10 C1.10OVERALL PHASING PLANS11 C2.00OVERALL HORIZONTAL CONTROL PLAN12 - 16 C2.01 - C2.05 DETAILED HORIZONTAL CONTROL PLANS17C2.06LINE & CURVE TABLES (RESERVED FOR FUTURE SUBMITTALS)18 C3.00OVERALL UTILITY PLAN19 - 20 C3.01 - C3.02 DETAILED UTILITY PLANS21 C3.10SANITARY SEWER PLAN & PROFILE - LINE A22 - 24 C3.20 - C3.22 WATER PLAN & PROFILES25 - 32 C3.30 - C3.37 STORM SEWER PLAN & PROFILES33 C3.40IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE34 C3.50UNDERGROUND DETENTION PLAN35 C4.00OVERALL GRADING PLAN36 - 40 C4.10 - C4.14 DETAILED GRADING PLANS41 - 43 C4.20 - C4.22 WALL PLAN & PROFILES44 C4.30PHASE 1 EROSION CONTROL PLAN - MOBILIZATION & DEMOLITION45 C4.31PHASE 1 EROSION CONTROL PLAN - GRADING & UTILITY INSTALLATION46 C4.32PHASE 1 EROSION CONTROL PLAN - PAVING & VERTICAL CONSTRUCTION47 C4.33PHASE 1 EROSION CONTROL PLAN - LANDSCAPING & FINAL STABILIZATION48 C4.40PHASE 2 EROSION CONTROL PLAN - MOBILIZATION & DEMOLITION49 C4.41PHASE 2 EROSION CONTROL PLAN - GRADING & UTILITY INSTALLATION50 C4.42PHASE 2 EROSION CONTROL PLAN - PAVING & VERTICAL CONSTRUCTION51 C4.43PHASE 2 EROSION CONTROL PLAN - LANDSCAPING & FINAL STABILIZATION52 - 53 C5.00 - C5.01 ROADWAY PLAN & PROFILES - VENUS AVENUE54 - 56 C5.02 - C5.04 ROADWAY PLAN & PROFILES - COLLEGE AVENUE FLOWLINE57 - 58 C5.10 - C5.11 COLLEGE AVENUE CROSS SECTIONS59 - 61 C5.20 - C5.22 SIGNING & STRIPING PLANS62 - 63 C5.30 - C5.31 INTERSECTION DETAILS64 C6.00OVERALL DRAINAGE PLAN65 - 66 C6.01 - C6.02 DETAILED DRAINAGE PLANS67 - 70 C7.00 - C7.03 SITE CONSTRUCTION DETAILS71 - 72 C7.10 - C7.11 WATER & SANITARY SEWER CONSTRUCTION DETAILS73 - 82 C7.20 - C7.29 STORM SEWER CONSTRUCTION DETAILS83 - 84 C7.30 - C7.31 EROSION CONTROL CONSTRUCTION DETAILS85 - 88TRAFFIC SIGNAL PLANSCDOT REGION 4 ENGINEERINGPLAN ACCEPTANCEFORT COLLINS NISSAN-KIAAUGUST 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-KIA8/3/2022U21004 1" = N/A 1" = N/A 8/3/202210:08:31 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.01 - GENERAL NOTES.DWGC0.01 - GENERAL NOTES####C0.01 88GENERAL 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 AUGUST 3, 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. 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. ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE RE-EXAMINATION OF THE PLANS BY THE DIRECTOR WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME. 2. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES. 3. THESE PLANS HAVE BEEN REVIEWED BY THE CITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY ENGINEER, OR THE CITY FOR ACCURACY OR CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE QUANTITIES OF THE ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. 4. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR MUST GIVE THE CITY ENGINEERING DEPARTMENT (970-221-6605) AND THE EROSION CONTROL INSPECTOR (970-221-6700) TWENTY-FOUR (24) HOURS ADVANCE. INITIAL EROSION CONTROL MEASURES MUST BE INSTALLED AND A SITE INSPECTION BY THE EROSION CONTROL INSPECTOR IS REQUIRED BEFORE COMMENCING CONSTRUCTION ACTIVITIES. 5. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS. 6. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY ENTITLED "FORT COLLINS NISSAN-KIA" PREPARED BY UNITED CIVIL DESIGN GROUP LLC, AND DATED AUGUST 3, 2022, SHALL BE FOLLOWED AND IMPLEMENTED. 7. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY, CERTIFICATION OF THE DRAINAGE FACILITIES BY A COLORADO REGISTERED PROFESSIONAL ENGINEER MUST BE SUBMITTED TO AND APPROVED BY THE CITY STORMWATER DEPARTMENT. (INCLUDING THE APPLICABLE NOTE AS SET FORTH BELOW) FOR COMMERCIAL AND MULTI-FAMILY DEVELOPMENTS, CERTIFICATION OF ALL DRAINAGE FACILITIES SHALL BE SUBMITTED TO THE CITY STORMWATER DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY. INDIVIDUAL LOT CERTIFICATION, ELEVATION CERTIFICATION, OR FLOODPROOFING CERTIFICATION, AS SPECIFIED IN THE DEVELOPMENT AGREEMENT, MUST BE SUBMITTED TO THE CITY STORMWATER DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SUCH LOT. FOR SINGLE FAMILY DEVELOPMENTS, CERTIFICATION OF ALL DRAINAGE FACILITIES MUST BE SUBMITTED TO THE CITY STORMWATER DEPARTMENT IN ACCORDANCE WITH ALL CONDITIONS AS PRESCRIBED BY THE DEVELOPMENT AGREEMENT ASSOCIATED WITH THIS DEVELOPMENT. INDIVIDUAL LOT CERTIFICATION, ELEVATION CERTIFICATION, OR FLOODPROOFING CERTIFICATION, AS SPECIFIED IN THE DEVELOPMENT AGREEMENT, MUST BE SUBMITTED TO THE CITY STORMWATER DEPARTMENT AT LEAST ONE WEEK PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SUCH LOT. 8. IF DEWATERING IS USED TO INSTALL UTILITIES, AND DISCHARGE WILL BE INTO THE STREET, GUTTER, STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE STATE A STATE CONSTRUCTION DEWATERING INDUSTRIAL WASTEWATER DISCHARGE PERMIT IS REQUIRED. 9. ALL LAND DISTURBING ACTIVITIES GREATER THAN OR EQUAL TO ONE ACRE MUST COMPLY WITH THE STATE OF COLORADO PERMITTING PROCESS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. FOR MORE INFORMATION CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, AT 303-692-3500 OR REFER TO THE WEB SITE AT HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/. 10. BENCHMARK: SEE GENERAL NOTE NUMBER 40. 11. IF FILL OR DREDGED MATERIAL IS DISCHARGED INTO WATERS OF THE UNITED STATES, A USACE 404 PERMIT IS REQUIRED. 12. IF CONSTRUCTION AFFECTS ANY COLORADO HIGHWAY, A COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PERMIT IS REQUIRED. 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-KIA8/3/2022U21004 1" = N/A 1" = N/A 8/3/202210:08:32 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.01 - GENERAL NOTES.DWGC0.01 - GENERAL NOTES####C0.02 88GENERAL 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-KIA8/3/2022U21004 1" = N/A 1" = N/A 8/3/202210:08:41 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 88CDOT 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-KIA8/3/2022U21004 1" = N/A 1" = N/A 8/3/202210:08:43 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 88CDOT 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.) 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' PARKING 6' PKWY 5' WALK 11' 4:1 MAX 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 74.75' TO 75' BACK OF WALK TO CL ROW 2% MIN. PAVEMENT SECTION (SEE GEOTECH. REPORT) 4:1 MAX 4:1 M A X 15' UTILITY EASEMENT 2% MAX. 2.5' VERTICAL CURB AND GUTTER PROPOSED SIDEWALK 8' WALK 11.5' PARKWAY 13' TURN LANE 6' BIKE LANE 12' EX TRAVEL LANE ULTIMATE COLLEGE AVENUE (US 287) TYPICAL SECTION 110' ROADWAY (-) ROW ROW 2% MIN.2% MIN. 4:1 MAX 4:1 M A X 15' UTILITY EASEMENT 2% MAX. 2.5' VERTICAL CURB AND GUTTER PROPOSED SIDEWALK 2.5' VERTICAL CURB AND GUTTER PROPOSED SIDEWALK 8' WALK 11.5' PARKWAY 8' BIKE LANE 12' TRAVEL 12' TRAVEL 12' TRAVEL 18' MEDIAN 4:1 M A X 4:1 MAX 12' TRAVEL 12' TRAVEL 12' TRAVEL 8' BIKE LANE 9' PARKWAY 8' WALK 15' UTILITY EASEMENT 2'2' SLOPED CURB 2% MAX. 2% MIN.℄ OF COLLEGE AVE13' EX TRAVEL LANE 55' FL TO CL EXISTING PAVEMENT SECTION℄72' R.O.W. (MIN.) 74.75' TO 75' R.O.W. 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 MA X 4:1 M A X 7' BIKE LANE 6' PKWY 5' WALK 11' 12' DRIVE LANE 12' DRIVE LANE 3' BUFFER 1' MILL 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-KIA8/3/2022U21004 1" = 10' 1" = N/A 8/3/202210:08:48 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.05 - TYPICAL SECTIONS.DWGC0.05 - TYPICAL SECTIONS####C0.05 88TYPICAL 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 TRAI 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" IRRIGATION FOR LOUDEN DITCH (SEE NOTE 2) 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) 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-KIA8/3/2022U21004 1" = 80' 1" = N/A 8/3/202210:08:58 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.00 - OVERALL EXISTING CONDITIONS PLAN.DWGC1.00 - OVERALL EXISTING CONDITIONS PLAN####C1.00 88OVERALL 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. 150' RIGHT-OF-WAY 88' FL-FL EXISTING FENCE TO BE REMOVED EXISTING 24" IRRIGATION PIPE EXISTING PROPERTY BOUNDARY EXISTING HEADWALL TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) (SEE NOTE 6)COLLEGE AVE (HWY 287)FOSSI L C R E E K T R AI L SE FRONTAGE ROADEXISTING 14" WATER EXISTING SIGN TO BE REMOVED FOSSIL CREEK FLOODPLAIN/FLOODWAY EROSION BUFFER LIMITS EXISTING WETLANDS PROPERTY BOUNDARY EXISTING PROPERTY BOUNDARY & SECTION LINE REMOVE 1885 LF STRIPING REMOVE 1295 LF STRIPING SEE COLLEGE AVE TURN LANE REMOVALS ON THIS SHEET EXISTING 12" CULVERT AND RIPRAP TO REMAIN EXISTING XCEL GAS TO BE RELOCATED 8' WEST WITH GRADING (SEE NOTE 7) REMOVE EXISTING CURB & GUTTER REMOVE 1550 LF STRIPINGCOLLEGE AVE (HWY 287)REMOVE EXISTING CURB & GUTTER REMOVE TURN ARROW (TYP) REMOVE 1295 LF STRIPING 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:09:10 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - REMOVALS & RELOCATIONS PLANS.DWGC1.0X - REMOVALS & RELOCATIONS PLANS####C1.01 88REMOVALS & 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'COLLEGE AVE TURN LANE REMOVALS SCALE: 1"=40' EXISTING 24" IRRIGATION PIPE EXISTING HEADWALL TO BE REMOVED EXISTING FENCE TO BE REMOVED R.O.W. (VARIES) FL-FL (VARIES) 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 RELOCATED EXISTING 24" IRRIGATION PIPE (SEE NOTE 8)COLLEGE AVE (HWY 287)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 14" WATER EXISTING 6" WATER 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 8' WEST WITH GRADING (SEE NOTE 7) EXISTING ELECTRIC TO BE LOWERED AND/OR RELOCATED WITH HWY 287 WIDENING (SEE NOTE 7) REMOVE 1885 LF STRIPING REMOVE 343 LF STRIPING ABANDONED POWER POLE TO BE REMOVED REMOVE EXISTING CURB & GUTTER SAWCUT EXISTING PAVEMENT AND MILL ASPHALT 1' EAST OF SAWCUT REMOVE EXISTING CONCRETE PAN REMOVE EXISTING CURB & GUTTER SAWCUT EXISTING PAVEMENT AND MILL ASPHALT 1' EAST OF SAWCUT REMOVE EXISTING CURB, GUTTER & SIDEWALK REMOVE EXISTING SIDEWALK BARRICADE REMOVE TURN ARROW (TYP) REMOVE TURN ARROW (TYP) 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 AVENUEPREPARED 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:09:11 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - REMOVALS & RELOCATIONS PLANS.DWGC1.0X - REMOVALS & RELOCATIONS PLANS####C1.02 88REMOVALS & 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' 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 TRAI 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-KIA8/3/2022U21004 1" = 80' 1" = N/A 8/3/202210:09:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.10 - OVERALL PHASING PLAN.DWGC1.10 - OVERALL PHASING PLAN####C1.10 88OVERALL PHASING PLAN10 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 ALONG THE PROPOSED NISSAN LOT FRONTAGE. ·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. 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 IMPROVEMENTS ALONG THE EXISTING NISSAN LOT FRONTAGE. ·COMPLETE THE CONSTRUCTION OF PROPOSED SITE IMPROVEMENTS. ·COMPLETE LANDSCAPING. 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 TRAI 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) 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) 135' TRANSITION TAPER 55' CL-FL 55' CL-FL 75'± CL-ROW 75'± CL-ROW 55' CL-FL (ULTIMATE) SEE SIGNING & STRIPING PLAN SHEET C5.21 150'± RIGHT-OF-WAY 99' FL-FL 425' TURN BAY 225' TRANSITION TAPER 150'± RIGHT-OF-WAY 99' 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-KIA8/3/2022U21004 1" = 80' 1" = N/A 8/3/202210:09:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.00 - OVERALL HORIZONTAL CONTROL PLAN.DWGC2.00 - OVERALL HORIZONTAL CONTROL PLAN####C2.00 88OVERALL HORIZONTAL CONTROL 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. 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. 7. REFER TO SHEETS C5.00 & C5.03 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 1' CURB CHASE 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 55' CL-FL 6' 75'± CL-ROW R25' (TYP) 24' EAE 26' EAE UNDERGROUND DETENTION AREA (W/ DRAINAGE EASEMENT) UNDERGROUND WQ AREA (W/ DRAINAGE EASEMENT) FUTURE SIDEWALK (BY OTHERS) FUTURE SIDEWALK (BY OTHERS) CENTER LINE 3' 13' 4' TO 5' 12'± EXISTING 12' TO 13' ONSITE 1.5' CURB & GUTTER (TYP.) CAR DISPLAY PAD (TYP.) ONSITE OVERHEAD LIGHT (TYP.) 2.5' CATCH CURB & GUTTER 2' CURB CHASE 1' CURB CHASE SEE SHEET C5.30 FOR INTERSECTION DETAIL TRAFFIC SIGNAL (SEE SIGNAL PLANS) 10' 1' CURB CHASE 1' CURB CHASE 1' CURB CHASE ADA RAMP (TYP.) TRAFFIC SIGNAL EQUIPMENT) 2.5' CATCH CURB & GUTTER 1.5' DRIVE-OVER CURB & GUTTER 8' SIDEWALK END SIDEWALK 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:09:48 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.01 88DETAILED HORIZONTAL CONTROL PLAN12 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-C5.03 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 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' CURB CHASE 2' SIDEWALK CHASE2' CURB CHASE 2' CONCRETE PAN 2' CONCRETE PAN ONSITE 1.5' CURB & GUTTER (TYP.) ELEC. CHARGING STALLS (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.) 1' CURB CHASE 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:1428403.95 E:3117954.71 BUILDING CORNER N:1428400.84 E:3118172.13 BUILDING CORNER N:1428180.38 E:3117931.63 BUILDING CORNER N:1428197.63 E:3118036.23 7.5' SIDEWALK 9' SIDEWALK ONSITE OVERHEAD LIGHT (TYP.) 5' SIDEWALK 8' SIDEWALK 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:09:51 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.02 88DETAILED 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-C5.03 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 THRU LANE WITH ON-STREET PARKING 55' CL-FL 9' 13' 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 (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.) TREE GRATE (SEE LANDSCAPE PLANS, 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 TRANSITION 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:09:55 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.03 88DETAILED HORIZONTAL CONTROL PLAN14 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-C5.03 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 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:09:58 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.04 88DETAILED 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-C5.03 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 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:10:01 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.05 88DETAILED 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-C5.03 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 SMOKEY STREET VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE MILKY WAY MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK TRAI 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 LOT 2 BLOCK 1 LOT 1 BLOCK 2 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 AVENUEPREPARED 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-KIA8/3/2022U21004 1" = 80' 1" = N/A 8/3/202210:10:14 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00 88OVERALL UTILITY PLAN18 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 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 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:10:30 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01 88DETAILED UTILITY PLAN - NORTH19 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 EXISTING GAS MAIN TO RELOCATED (SEE NOTE 12 AND DRY UTILITY NOTES) 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 TRACT A (INCLUDES BLANKET DRAINAGE EASEMENT TRACT B LOT 1 BLOCK 2 LOT 1 BLOCK 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 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:10:36 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.02 88DETAILED UTILITY PLAN - SOUTH20 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.=5014.70 BLDG CONNECTION INV.=5017.25 FG=5022.25 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.=5012.39 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 5011.49 (N)INV. IN 5010.84 (S)INV. OUT 5010.09 (W)STA: 16+52.88INV.= 5013.61PROP. 24" STORMSTA: 14+66.72INV.= 5010.32PROP. 18" 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-KIA8/3/2022U21004 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS 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. MINIMUM DEPTH OF COVER FOR WATER MAINS IS 5.0 FEET, MAXIMUM 6.0 FEET. 9. SANITARY SEWER MAIN AND SERVICES SHALL BE SDR-35 PVC. 10. 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. 11. REFER TO WATER AND STORM PLAN AND PROFILES PLANS FOR CROSSING INFORMATION OF SANITARY SEWER SERVICES. 12. 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" = 5'8/3/202210:10:55 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.1X - SANITARY PLAN & PROFILES.DWGC3.1X - SANITARY PLAN & PROFILES####C3.10 88SANITARY SEWER PLAN & PROFILE - LINE A21 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+56.38INV.= 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:11:17 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.20 88WATER PLAN & PROFILE - VENUS AVENUESTA 9+50 - STA 16+0022 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:11:24 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.21 88WATER PLAN & PROFILE - VENUS AVENUESTA 16+00 - STA 22+5023 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:11:31 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.2X - WATER PLAN & PROFILES.DWGC3.2X - WATER PLAN & PROFILES####C3.22 88WATER PLAN & PROFILE - PRIVATE DRIVESTA 29+50 - STA 35+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 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 PROFILESTA: 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 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:12:21 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.30 88STORM SEWER PLAN & PROFILELINE A, LINE A3 & LINE A3.125 0 50'100' SCALE: 1" = 50' 25'NORTHNORTHNORTH COLLEGE AVE (HWY 287) 9+75 10+00 11+00 V E N U S A V E N U E STA: 9+75.00 N: 1428636.01 E: 3118164.30 BEGIN ALIGNMENT STA: 11+00.00 N: 1428759.58 E: 3118145.48 END ALIGNMENT INLET A8 STA 10+69.85 69.9 LF 24" STOR M 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) 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 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)69.9 LF 24" HDPE @ 0.50%INLET A8STA: 10+69.85INV. 5000.62100-YR HGL 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+69.03 N: 1428575.17 E: 3117965.47 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 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:12:32 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.31 88STORM SEWER PLAN & PROFILELINE A7 & LINE A1026 0 50'100' SCALE: 1" = 50' 25'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+80.05 5.0 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 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+80.05INV. 5016.006'' 45° BENDSTA: 11+75.05INV.5015.75STMH A14STA: 11+38.84RIM 5018.6±INV. IN 5012.09 (E)INV. IN 5013.94 (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% 5.0 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 5013.94 (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 11+25 9+75 10+00 11+00 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 INLET A14.2 STA 10+94.10 TBC EL = 5017.01 N = 1428438.94 E = 3118250.58 TBC EL = 5016.94 N = 1428442.37 E = 3118250.65 STORM LINE A10 SEE SHEET C3.31 FOR PROFILE UNDERGROUND WQ & DETENTION SYSTEM 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:12:44 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.32 88STORM SEWER PLAN & PROFILELINE A13 & LINE A1427 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 A1 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 A1DETENTION 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 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 A1 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:13:04 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.33 88STORM SEWER PLAN & PROFILELINE B, LINE C, LINE D, LINE E28 0 50'100' SCALE: 1" = 50' 25' NORTH NORTHNORTH NORTH 10+509+75 10+00 DETENTION POND A1 BIORETENTION POND A2 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 A1 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 A2 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:13:15 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.34 88STORM SEWER PLAN & PROFILELINE F & LINE G29 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 A1 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 30" 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 5009.43 (E)INV. IN 5010.23 (N)INV. OUT 5009.33 (W)180.6 LF 30" 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 5011.60 (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+74.62GRATE 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:13:21 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.35 88STORM SEWER PLAN & PROFILELINE H30 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 5009.43 (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% 4.5 LF 15" HDPE @ 3.00%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+22.03INV. 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: 3117932.01 CONNECT TO ROOF DRAIN (SEE MECH. PLANS) INV. = 5016.41 FG=5019.93 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 @ 3.00% 6'' 90° BEND INV.=5015.75 FG=5019.53 46.5 LF 6" HDPE @ 1.80% CONNECT TO DOWNSPOUT INV.=5017.05 FG=5019.66 N: 1428300.53 E: 3117933.21 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 4.8 LF 6" HDPE @ 3.00% CONNECT TO DOWNSPOUT INV. OUT=5016.95 (W) FG=5020.00 N: 1428347.03 E: 3117933.80 4.8 LF 6" HDPE @ 1.80% 6'' 90° BEND INV.=5016.86 FG=5019.77 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:13:29 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.36 88STORM SEWER PLAN & PROFILELINE H331 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 24" 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 5011.60 (W)51.4 LF 24" 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+00.00INV. 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 5011.60 (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 = 5020.97 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 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. ALL FLARED END SECTIONS SHALL BE CONCRETE. THE PP 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-KIA8/3/2022U21004 1" = 50' 1" = 5'8/3/202210:13:51 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.37 88STORM SEWER PLAN & PROFILELINE H4.1, LINE H4.2, LINE H4.332 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+08.27 N: 1427611.86 E: 3118128.92EXISTIN G 24" CMP STA: 17+25.00 N: 1427595.14 E: 3118129.04 END ALIGNMENT 144. 7 L F 2 4 " S T O R M MH IR-5 STA 15+63.59 N: 1427740.02 E: 3118196.08 60.0 L F 2 4 " S T O R M MH IR-4 STA 15+03.59 N: 1427793.16 E: 3118223.92 188.2 LF 24" STORM MH IR-3 STA 13+15.36 N: 1427981.39 E: 3118225.88 239.2 LF 24" STORM MH IR-2 STA 10+76.11 N: 1428220.62 E: 3118228.37 7 6 . 1 L F 2 4 " S TORM MH IR-1 STA 10+00.00 N: 1428262.93 E: 3118291.63 20' DITCH EASEMENT STA: 9+75.00 N: 1428276.83 E: 3118312.42 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+0015+00 16+ 0 0 17+ 0 0 17+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± 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+08.27RIM 5026.9±INV. IN 5023.72 (S)INV. OUT 5022.17 (NE)STA: 12+64.08INV.= 5012.03PROP. 8" WATERMH IR-5STA: 15+63.59RIM 5021.3±INV. IN 5016.82 (SW)INV. OUT 5016.62 (NE)MH IR-4STA: 15+03.59RIM 5021.3±INV. IN 5016.17 (SW)INV. OUT 5016.17 (N)MH IR-3STA: 13+15.36RIM 5020.8±INV. IN 5014.76 (S)INV. IN 5015.50 (W)INV. OUT 5014.76 (N)MH IR-2STA: 10+76.11RIM 5018.7±INV. IN 5012.96 (S)INV. OUT 5012.96 (NE)MH IR-1STA: 10+00.00RIM 5016.8±INV. IN 5011.79 (SW)EX. INV. OUT 5011.79 (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) HGLEXISTING 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 % 76.1 LF 24" RC P @ 1.54%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-KIA8/3/2022U21004 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 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 0 50'100' SCALE: 1" = 50' 25' NORTH 1" = 50' 1" = N/A 8/3/202210:14:09 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.40 - IRRIGATION_LOUDEN DITCH.DWGC3.40 - IRRIGATION_LOUDEN DITCH####C3.40 88IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE33 PROPOSED FIRE HYDRANT VENUS AVENUE9' UTILITY EASEMENT INLET A13 TYPE D INLET W/ SOLID COVER STAINLESS STEEL WEIR (E & W) TOP OF WEIR = 5005.44 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 & STAINLESS STEEL WEIR TOP OF WEIR = 5005.51 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=4999.30 (S) INV. OUT=4999.30 (W) FG=5009.08 6''x 6'' TEE INV. IN=4999.11 (E) INV. IN=4999.11 (S) INV. OUT=4999.11 (W) FG=5007.87 6'' 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 90.1 LF 6" PERFORATED HDPE 53.7 LF 6" PERFORATED HDPE30.8 LF 6" PERFORATED HDPE 27.4 LF 6" PERFORATED HDPE 7.7 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. 8 8 99.63 SG24" HDPE OUTFALL INV. 5000.44 30" BASIN A6 36" DRAIN BASIN W/ SOLID LID & STAINLESS STEEL 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 = 213 16 " (W)FG=5008.05 INLET A7 TYPE D INLET W/ SOLID COVER STAINLESS STEEL WEIR (E & W) TOP OF WEIR = 5005.27 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 . 5 3 99.76 SG11.9599.81 SG9.089 8 . 5 5 S G 7. 8 6 98.36 SG30"10.5298 . 6 5 S G CO INV. IN=4999.40 (W) INV. OUT=4999.40 (N) FG=5010.51 CO INV. IN=4999.42 (S) INV. OUT=4999.42 (E) FG=5010.4310.4598.67 SGPREPARED 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-KIA8/3/2022U21004 1" = 10' 1" = N/A 8/3/202210:14:22 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.60 - UNDERGROUND DETENTION PLAN.DWGC3.60 - UNDERGROUND DETENTION PLAN####C3.50 88UNDERGROUND DETENTION PLAN34 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 COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY N KEYMAP 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 TRAI 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-KIA8/3/2022U21004 1" = 80' 1" = N/A 8/3/202210:14:38 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.00 - OVERALL GRADING PLAN.DWGC4.00 - OVERALL GRADING PLAN####C4.00 88OVERALL GRADING PLAN35 NORTH0 80'160' SCALE: 1" = 80' 40' 90 . 3 0 PROPOSED SPOT ELEVATION: FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE AT EXTERIOR WALL EOP = EDGE OF PAVEMENT LP = LOW POINT HP = HIGH POINT TOW = TOP OF WALL BOW = BOTTOM OF WALL3.13EXISTING 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%7.3%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 17.1915 . 8 5 14.97 14 . 9 3 1 4 . 7 6 15 . 0 5 15 . 5 3 15.4515.051 4 . 5 9 17.731 7 . 4 8 1 7 . 9 0 17.7317 . 9 6 18.181 8 . 0 9 17.8417 . 7 9 17.9817 . 8 4 17.6417 . 3 8 17.5116 . 6 4 1 6 . 1 0 16 . 4 9 1 3 . 3 912.861 3 . 0 4 13.1913.121 3 . 2 6 12 . 9 3 13.551 2 . 8 6 12.6713.0113 . 2 3 1 3 . 1 412.9912 . 7 8 13.391 3 . 4 6 14 . 3 7 1 3 . 5 7 13 . 3 7 14.071 3 . 7 2 1 4 . 0 0 13.90 13.75 13.44 13.8613.18 12.75 12.74 11.62 12.58 12.9110.9711.5210.14 1 0 . 6 9 9. 8 6 10 . 1 0 10 . 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 5.558. 0 2 8. 3 1 8. 2 4 8. 1 5 7. 7 3 7. 7 7 8. 0 0 8. 0 78.026.166.636.477.066.736. 9 1 6. 3 35.765.186.185. 0 0 5. 5 9 1 0 . 7 2 10.7911.3110.981 0 . 6 0 1 1 . 0 5 PROPERTY BOUNDARY 1' CURB CUT 1' CURB CUT 1' CURB CUT 1' CURB CUT 4.2:1 6.4:17.8%4.7 :1 2' CURB CUT 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 73.57 71.7171.68 73.57 78.25 79.33 82.03 4.36 BTM3.71 BTM 2.67 BTM 0.65 BTM 1.65 BTM 99.55 BTM 2.38 BTM 4.69 BTM1.13 BTM 0.81 BTM 0.87 BTM99.24 BTM 5.77 BTM4.47 BTM99.74 BTM 0.71 BTM 1.88 BTM 3.43 BTM 7.54 BTM 8.50 BTMPREPARED 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:14:55 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.10 88DETAILED GRADING PLAN36 9 0 . 3 0 PROPOSED 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, 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 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 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%5. 9 % 3.2% 2.0% 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 20.2320.1719.5919.6819.9419.8020 . 5 8 2 0 . 4 3 20.8620.2920.9820.9320.7120.65 20.1020 . 0 0 19 . 9 1 1 9 . 2 1 1 9 . 0 818.7719.07 18.9718 . 9 318.6818.81 19.06 18.60 17.982 1 . 4 721.492 1 . 1 3 21.08 20.84 2 0 . 7 7 20.4020.5520.6219.4619.5319.2119.0918.9918.951 9 . 2 3 18 . 8 5 1 9 . 8 0 1 9 . 6 219.8120.0820.1520.1620.0920.5020.8620.1220.4920.322 0 . 2 6 2 0 . 7 9 20.45 20.3519 . 5 0 19.381 9 . 3 0 19.71 19.67 19.1819.1519.1719 . 2 2 19.2119.7519.4919.49 19 . 4 8 19.4619.66 19.77 20.0620.0820.1520.3320.15 20.03 19 . 9 7 1 9 . 1 8 1 9 . 3 3 20.26 20.12 20.22 20.10 20.052 0 . 2 4 2 0 . 4 2 20.29 19.7420.1020 . 0 1 19.92 19.9519.9320.08 20.26 20.45 20.47 20.18 20.34 1 9 . 5 7 20.491 9 . 3 1 1 9 . 2 8 19 . 5 8 19.2219.1219.3919.3518.96 18.8019.29 18.89 19.051 8 . 9 9 1 8 . 7 4 18.69 18.7218 . 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 1 9 . 0 0 18.9819.03 18.90 18.86 18.6818.4418.2018.7018.1518.1518.4818.821 8 . 8 6 18.72 18.60 18 . 7 0 18.9819 . 1 418.9418.681 8 . 6 4 18.4018.4118.42 18 . 4 4 19 . 6 220.002 0 . 0 0 20.0020.0020.001 9 . 6 220.002 0 . 0 0 2 0 . 0 020.0019.4919.81 19.4919.6519.5819.8619.5519 . 8 6 1 9 . 8 6 19.62 1 9 . 5 8 19.62 19.8619.62 19.5819.7919.371 9 . 3 0 1 9 . 1 8 1 9 . 1 719.2419.5319.8519.4719.872 0 . 0 0 19.4719.2819.0718 . 8 7 1 8 . 7 4 1 8 . 4 8 1 9 . 5 419.5319.8919 . 8 1 19 . 5 9 1 9 . 8 1 19.0219.5619.53 19.53 18.9518.8518.1517.66 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 16 . 1 5 15 . 5 4 15.9316.11 16 . 2 9 17 . 5 4 18 . 8 0 17.2217.17 17 . 2 7 17.4917 . 9 615.7416.1416.2016.2816.2216 . 3 1 16.3815 . 8 0 15.7715.9515 . 0 4 15 . 1 6 15 . 4 2 16 . 2 7 16 . 5 7 14 . 8 9 15 . 2 8 20 . 0 0 19.84 19.8920.0019.5020 . 0 0 19.48 19.4318.2218 . 2 218.1618 . 0 7 1 7 . 8 0 18.1517.7017.6317.65 20 . 0 0 20 . 0 0 19 . 5 0 19 . 1 9 20 . 0 0 20 . 0 020.0019.5519 . 5 5 19 . 8 2 18 . 3 918.2917 . 9 1 17.8419 . 3 4 19.5019 . 4 6 19.7920 . 0 0 20 . 0 0 19 . 7 6 20.0020.0020 . 0 0 20.0020.0019.5119 . 5 1 19 . 4 4 19.5418.8419.0419.2519.4019.541 8 . 9 0 1 9 . 4 6 1 9 . 5 8 2 0 . 0 0 19.8119.7719.6519.9219.92 18.87 16.891 8 . 1 5 18 . 6 417.5416.9716 . 7 1 16.71 18.1616 . 2 1 1 6 . 6 9 1 6 . 0 2 1 5 . 9 2 16 . 8 9 15.12 14.42 16 . 8 8 15 . 2 7 15 . 7 7 16.7817 . 7 5 18.0718 . 3 0 18.611 8 . 4 6 18.2718 . 0 7 16 . 6 8 16 . 3 3 17.5917 . 2 9 17.1915 . 8 5 14.97 14 . 9 3 14 . 7 6 15 . 0 5 15 . 5 3 15.45 17.731 7 . 8 8 17 . 4 8 18.2217 . 9 0 17.7317 . 9 6 18.1818 . 3 6 18 . 0 9 17.8417 . 7 9 17.9818 . 0 718.4217.9217 . 8 4 17.6417 . 3 8 17.511 7 . 5 5 17.7616.8716 . 6 4 1 6 . 1 0 1 6 . 4 9 16.8116.4214 . 0 0 13.90 13.75 13.8613.18 1 5 . 4 0 16.8517.261 7 . 7 616.9816.781 6 . 7 3 16 . 1 9 14.1514.1014 . 9 8 13.9415.3915.961 5 . 1 0 COLLEGE AVE (HWY 287)(SEE PLAN & PROFILES)1 9 . 5 8 1.9% 2.0%1.7%1.5%3.3%3.4% 2. 0 %1.6%3.5%4.9%5.2%3.9%3.3% 4.0% 2' CURB CUT 2' CURB CUT 2' CURB CUT1.5%2.4%4.2:1 2' 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 . 7 1 18 . 8 819.3419.55PROPOSED 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 8.50 BTM10.79 BTM 7.04 BTM 1 0 . 6 8 B T M 11.68 BTM 19.54 BTMPREPARED 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:15:00 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.11 88DETAILED GRADING PLAN37 9 0 . 3 0 PROPOSED 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, 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 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 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%3.4%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%25.8225.4425.4425.7324.6324.4424.072 4 . 8 4 2 4 . 9 0 25.132 5 . 2 8 26 . 2 2 2 4 . 6 1 2 4 . 6 6 24 . 2 1 24.9824.8724.8625.0124.4924.6024.202 4 . 3 0 24 . 4 4 2 4 . 3 824.552 4 . 6 6 2 4 . 8 5 24 . 9 3 2 5 . 1 424.822 4 . 7 6 2 4 . 7 9 2 5 . 9 6 2 5 . 8 4 26.3425.9525.822 2 . 5 8 2 1 . 8 9 21 . 6 4 2 2 . 0 0 2 1 . 8 7 2 1 . 2 5 2 1 . 0 7 20 . 9 7 2 0 . 8 5 20.9921.4220.9320.9020.7821.7021.5721 . 3 4 21 . 3 3 21 . 3 7 21.3921.49 2 1 . 5 2 21.5321.7121.8421.59 21 . 7 1 21.6721.74 21.45 2 1 . 3 6 21.322 0 . 9 0 20.8720.94 20.65 2 0 . 5 5 20.512 0 . 6 9 20.7120 . 8 4 2 1 . 0 6 21 . 2 8 20 . 8 5 20.8820.8720.77 2 1 . 5 8 21.752 2 . 2 5 2 2 . 2 5 22.252 2 . 2 5 21 . 5 8 2 2 . 2 5 2 2 . 2 5 2 2 . 0 9 21.8222.0722 . 2 5 22.2122.2521.4621 . 6 2 2 1 . 8 0 22.252 1 . 6 8 2 1 . 9 7 21.452 2 . 2 5 22.2522.132 1 . 4 921.9222 . 1 4 22.142 1 . 6 321.5922.2522.2522.2522 . 1 3 2 2 . 1 3 2 1 . 5 721.2121.132 1 . 2 121.3721.3721.042 1 . 0 8 20.9521.41 21.47 2 0 . 7 520.7220 . 6 4 2 0 . 5 620.4720.3820.5020.58 20.66 20.8220.9320.99 20.48 2 0 . 8 5 2 0 . 9 2 20.9020.4620.8421.02 20.90 20.37 20.92 20 . 2 8 20.4020.2320.1720.7721.0820.9620.3620.3619.5919.682 2 . 2 5 22.2522.2522 . 2 522.2522 . 2 0 21 . 7 4 21.7422.0221.7421.7422 . 2 5 20.9720.8420.7220 . 9 1 2 0 . 8 4 20.8120.2219.9419.8020 . 5 8 20 . 4 3 21.0621.1621.4520.8620 . 8 9 2 1 . 1 020.2920.9820.9320.7120.65 1 9 . 2 1 19 . 0 8 21 . 4 721.4921 . 1 3 21.08 2 5 . 6 1 25 . 5 4 2 5 . 6 1 2 5 . 6 825.542 5 . 7 6 2 5 . 6 8 25.7617 . 7 6 17.8017 . 0 516.9816.7816 . 7 3 16 . 1 9 13.9414.1514.1013.9414.1915.3915.9614.1213.6013.961 4 . 5 4 1 4 . 7 9 16 . 7 9 16 . 3 1 15 . 9 9 22.3027.3821.5118.8726.2521.64COLLEGE AVE (HWY 287)(SEE PLAN & PROFILES)22.09EDGE 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 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 BTM1 8 . 4 2 B T M 18.24 BTM17.97 BTM1 8 . 0 0 B T M 18 . 1 8 B T M 18 . 9 4 B T M 19.50 BTM19.12 BTM19 . 7 9 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:15:05 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.12 88DETAILED GRADING PLAN38 9 0 . 3 0 PROPOSED 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, 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 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 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 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 1 4 . 2 7 15 . 0 4 15 . 1 6 1 5 . 4 2 14 . 8 9 15 . 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 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 16 . 4 016.3116.4118.421 6 . 5 0 1 6 . 9 5 1 6 . 9 4 16.8516 . 8 716.7916 . 8 2 16.4416 . 4 0 16.091 6 . 1 7 16 . 5 6 16.07 1 6 . 0 7 16.05 16.1216.5416.26 1 5 . 8 1 15.88 15.9815 . 3 1 1 4 . 7 8 15.9014.13 14.08 1 4 . 9 3 1 7 . 9 3 17 . 1 4 17.3615.0114.3614.5415.151 5 . 6 9 15.91 15.55 14 . 7 2 1 5 . 3 2 13.5114.1613.9414.22 13.85 16.2213.60VENUS AVENUE(SEE PLAN & PROFILES)1 1 . 4 1 12.5413.281 1 . 6 9 1 1 . 8 0 11.8211.7511.4612.4712.48 1 2 . 5 8 1 3 . 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 14 . 9 4 15.0515.1015 . 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 4.4:14.0:11' CURB CUT 1' CURB CUT 1' CURB CUT 1' CURB CUT TC TC TC EXPOSE BACK OF CURB (6" MAX.)10.68 BTM11.68 BTM 11.91 BTM 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:15:10 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.13 88DETAILED GRADING PLAN39 9 0 . 3 0 PROPOSED 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, 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 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 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 RELOCATED WETLAND CHANNEL 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 3.613.6113.0510.221 0 . 9 6 1 1 . 2 5 1 1 . 2 510.509. 0 0 11 . 2 5 10.5010.211 0 . 9 7 9.00 12.06 11.019.001 1 . 2 59.009.001 1 . 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 1 0 . 0 1 1 1 . 0 1 9.00 11.82 9. 0 09.0011.829.009. 0 0 10.02 11.9612.08 12.61 14.1314.6814.6814 . 1 4 14 . 1 4 15.481 5 . 5 0 11.00 16.4416.6115.49 16.5715.4515.821 5 . 1 8 1 4 . 3 6 15.2114.86 15.04 15.2215.08 15.1216.4016.39 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 11.076.5811.00 15.71 1 5 . 7 4 15.69 16.65 14 . 8 6 16 . 0 9 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 13.9413.2913.3813.341 3 . 2 8 13 . 1 7 1 3 . 1 1 13 . 2 5 1 3 . 0 7 13.8812.5712.42 12.701 2 . 4 8 13.4211.6411.7611.79 11 . 7 411.471 1 . 5 4 1 5 . 5 4 16.3116.551 6 . 6 1 16 . 3 8 1 6 . 2 9 16.2615.64 15.7715.7314 . 9 3 14.1213.6013.961 4 . 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 BTM3.58 BTM3.42 B T M 2.67 BT M 14 . 8 2 B T M 9.36 BTM12 . 1 2 B T M 6.66 BTM5.25 BTM8.24 BTM8.88 BTM13.39 BTM10.69 BTM6.18 BTM10.44 BTM10.54 BTM8.84 BTM6.64 BTM6.47 BTM6.61 BTM7. 5 6 B T M 9.21 BTM10.53 BTM7.13 BTM4.58 BTM3.46 BTM3.31 BTM4.56 BTM7.65 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 BTM9.60 BTM10.40 BTM10.92 BTM13.00 BTM13.65 BTM14.64 BTM15.64 BTM15.76 BTM15.94 BTM15.98 BTM13.70 BTM12.93 BTM1 2 . 7 2 B T M12.77 BTM12.98 BTMPREPARED 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:15:15 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.14 88DETAILED GRADING PLAN40 9 0 . 3 0 PROPOSED 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, 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 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 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 END WALL VENUS AVENUE LOWER WALL (SEE SHEET C4.21) VENUS AVENUE 72' R.O.W. WALL STEPWALL STEPWALL 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) 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. = 5005.000 WALL STEP STA.=10+26.09 EL. = 5006.00 END WALL STA.=15+15.04 EL. = 5014.000 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-KIA8/3/2022U21004 1" = 30' 1" = 3'8/3/202210:15:33 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.20 88WALL PLAN & PROFILE - VENUS AVE. UPPER WALL41 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. 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 THE TOP AND 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. = 5011.000 1' 1' 1' 1' 1' 1' 1' 1' 1' BEGIN WALL STA.=10+80.19 EL. = 5002.000 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-KIA8/3/2022U21004 1" = 30' 1" = 3'8/3/202210:15:38 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.21 88WALL PLAN & PROFILE - VENUS AVE. LOWER 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. 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 THE TOP AND 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. = 5019.999 END WALL STA.=12+69.90 EL. = 5021.999 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-KIA8/3/2022U21004 1" = 30' 1" = 3'8/3/202210:15:41 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - WALL PLAN & PROFILES.DWGC4.2X - WALL PLAN & PROFILES####C4.22 88WALL PLAN & PROFILE - KIA 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. 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 THE TOP AND 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 LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSEXISTING CULVERT TO REMAINTRAIL 1" = 60'1" = N/ANORTH 8/3/2022 10:15:56 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: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 8/3/2022U2100444 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 1 FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL CREEKBUENO DRIVEV E N U S A V E N U E LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION 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 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 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 = 5010.00TRAIL 1" = 60'1" = N/ANORTH 8/3/2022 10:16:00 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:SCALEPRELIMINARYP L A N S N 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 8/3/2022U2100445 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 CREEKBUENO DRIVEV E N U S A V E N U E LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION 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 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 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 = 5010.00TRAIL 1" = 60'1" = N/ANORTH 8/3/2022 10:16:06 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: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 8/3/2022U2100446 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 CREEKBUENO DRIVEV E N U S A V E N U E LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION 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 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG 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 = 5010.00TRAIL 1" = 60'1" = N/ANORTH 8/3/2022 10:16:12 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: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 8/3/2022U2100447 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 8/3/2022 10:16:28 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:SCALEPRELIMINARYP L A N S N 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 8/3/2022U2100448 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGPHASE 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-SITE88 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 8/3/2022 10:16:32 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: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 8/3/2022U2100449 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 8/3/2022 10:16:37 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 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 8/3/2022U2100450 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 8/3/2022 10:16:42 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: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 8/3/2022U2100451 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. REFER TO SHEETS C4.10-C4.11 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. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. 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/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION 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-SITE88PHASE 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 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 C2 L3C7 L7 C8 L8SIGHT DISTANCE TRIANGLE 11+0012+0013+0014+0015+0010+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)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+55.15PVI ELEV = 5001.15PVI STA = 10+59.15PVI ELEV = 5000.98PVI STA = 10+63.15PVI ELEV = 5001.15127.5' 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=5001.25EG=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 C5.01-2.50% -2.00%1.75% 5.50% 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 = 10+60.13PVI ELEV = 5001.93PVI STA = 10+81.62PVI ELEV = 5002.23PVI 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 = 4996.17100.0' VC PVI STA: 11+63.17 PVI EL: 5001.63 AD: 1.91 K: 52.32 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=5002.17EG=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%-2.41%1.40% -2.65% 0.50% -2.65% -0.67% 6.06% VENUS 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 -2.19% -2.50% 2.00%-2.30% 2.44% 0.50% 5.09% -2.50% -0.50%PVI STA = 10+33.53PVI ELEV = 5000.56PVI STA = 10+55.18PVI ELEV = 5000.09PVI STA = 10+60.18PVI ELEV = 4999.96PVI STA = 10+81.70PVI ELEV = 5000.39PVI STA = 13+19.75PVI ELEV = 4998.54PVI STA = 14+65.38PVI ELEV = 4996.09PVI STA = 14+85.37PVI ELEV = 4996.19PVI STA = 16+90.71PVI ELEV = 5002.42PVI STA = 14+45.39PVI ELEV = 4996.19140.0' VC HIGH PT EL: 5001.43 HIGH PT STA: 11+60.05 PVI STA: 11+57.93 PVI EL: 5002.26 AD: 4.74 K: 29.51 BVCS: 10+87.93BVCE: 5000.55EVCS: 12+27.93EVCE: 5000.6575.0' VC PVI STA: 14+05.59 PVI EL: 4996.39 AD: 2.00 K: 37.57 BCVS: 13+68.09BVCE: 4997.33ECVS: 14+43.09EVCE: 4996.21180.0' VC PVI STA: 15+77.43 PVI EL: 4996.65 AD: 4.59 K: 39.23 BCVS: 14+87.43BVCE: 4996.20ECVS: 16+67.43EVCE: 5001.23EG=5000.7FG=EG=5000.7FG=EG=5001.2FG=5000.20EG=5003.0FG=5000.82EG=5001.2FG=5001.41EG=4999.3FG=5001.16EG=4996.3FG=5000.14EG=4995.4FG=4998.99EG=4996.4FG=4997.78EG=4994.5FG=4996.67EG=4992.6FG=4996.17EG=4990.9FG=4996.29EG=4990.9FG=4997.02EG=4994.5FG=4998.38EG=4997.7FG=5000.38EG=5000.6FG=5002.89EG=5003.7FG=5005.43PROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.01FLOWLINE 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-KIA8/3/2022U21004 1" = 50' 1" = 10'8/3/202210:17:06 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.00 88ROAD PLAN & PROFILEVENUS AVENUE52NORTHROW = 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=140.14 ' R=9 6 9.5 0 ' ∆=8.28 °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+84.43 N: 1427630.01 E: 3117779.30 END RT. FL ALIGNMENT PC: 16+70.95PT: 19+45.71PC: 22+27.30PT: 23+15.50PC: 24+05.92L2 C2 L3 C3 L4C4C5C6 R=10' (TYP.) R=10' (TYP.) R=10' (TYP.) R=10' (TYP.) L 7 C8 L8 C9L9 C10 SIGHT DISTANCE TRIANGLE STA: 25+00.00 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 VENUS 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% VENUS 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+58.13PVI ELEV = 5012.69PVI STA = 25+18.84PVI ELEV = 5021.82PVI STA = 24+40.29PVI ELEV = 5017.02PVI STA = 24+81.21PVI ELEV = 5019.52PVI STA = 18+76.67PVI ELEV = 5011.88PVI STA = 23+24.79PVI ELEV = 5011.81PVI STA = 23+30.80PVI ELEV = 5011.96PVI STA = 23+18.80PVI ELEV = 5011.96210.0' VC HIGH PT EL: 5016.25 HIGH PT STA: 20+47.43 PVI STA: 20+07.46 PVI EL: 5017.70 AD: 6.45 K: 32.56 BVCS: 19+02.46BVCE: 5013.03EVCS: 21+12.46EVCE: 5015.6050.0' VC PVI STA: 23+86.30 PVI EL: 5013.65 AD: 3.21 K: 15.57 BCVS: 23+61.30BVCE: 5012.89ECVS: 24+11.30EVCE: 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=5015.6FG=5014.85EG=5014.3FG=5013.86EG=5013.1FG=5012.86EG=5011.7FG=5012.19EG=5012.9FG=5012.54EG=5014.1FG=5014.55EG=5016.8FG=5017.62EG=5020.7FG=5020.67EG=5023.1FG=PROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.005.09% FLOWLINE 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-KIA8/3/2022U21004 1" = 50' 1" = 10'8/3/202210:17:12 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.01 88ROAD PLAN & PROFILEVENUS AVENUE53 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: 12+64.72 N: 1428882.47 E: 3118302.13 BEGIN CONSTRUCTION MATCH EXISTING 6+007+008+009+0010+0011+0012+0013+0014+00 PI: 13+08.63PI: 13+58.63PI: 12+93.16PC: 13+80.71PC: 12+64.72PT: 13+83.89PT: 12+80.69L10 C11L1 1 L12L13L14 C12 2+003+004+005+006+007+008+009+0010+0011+0012+00 13+0014+00 L15 FOSSIL C R E E K T R A I L COLLEGE AVE RIGHT FL 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 = 12+64.72PVI ELEV = 4998.40PVI STA = 12+80.69PVI ELEV = 4998.93PVI STA = 12+93.16PVI ELEV = 4999.31PVI STA = 13+08.63PVI ELEV = 4999.96PVI STA = 13+33.69PVI ELEV = 5001.02PVI STA = 13+58.63PVI ELEV = 5001.93PVI STA = 13+83.89PVI ELEV = 5002.80EG=4957.8FG=EG=4958.4FG=EG=4959.2FG=EG=4959.9FG=EG=4960.8FG=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=4977.8FG=EG=4980.6FG=EG=4983.4FG=EG=4986.1FG=EG=4988.7FG=EG=4991.1FG=EG=4993.4FG=EG=4995.6FG=EG=4997.8FG=EG=5002.4FG=4999.60EG=5007.1FG=5001.62EG=5009.0FG=5003.35MATCHLINE - SEE SHEET C5.03EXISTING GROUND PROPOSED GRADE @ RIGHT FLOWLINE 3.37% 3.05%4.20% 3.44% 4.23% 3.62% FLOWLINE CURVE TABLE CURVE C11 C12 DELTA 36°36'32" 7°16'54" RADIUS 25.00' 25.00' LENGTH 15.97' 3.18' BEARING N18°48'19"E N02°55'47"W CHORD 15.70' 3.17' FLOWLINE LINE TABLE LINE L10 L11 L12 L13 L14 L15 LENGTH 1064.72' 12.47' 15.47' 50.00' 22.08' 665.84' BEARING S00°42'05.64"W S37°06'37.95"W S08°01'47.72"W S00°42'38.76"W S06°34'13.75"E 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-KIA8/3/2022U21004 1" = 50' 1" = 10'8/3/202210:17:17 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.02 88ROAD PLAN & PROFILECOLLEGE AVENUE FLOWLINE54 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 RIGHT FL (7) 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 0.80% 200.0' VC HIGH PT EL: 5020.64 HIGH PT STA: 23+19.66 PVI STA: 22+86.49 PVI EL: 5020.91 AD: 1.20 K: 167.07 BVCS: 21+86.49BVCE: 5020.11EVCS: 23+86.49EVCE: 5020.51700.0' VC PVI STA: 17+96.87 PVI EL: 5017.00 AD: 2.64 K: 264.89 BVCS: 14+46.87BVCE: 5004.96EVCS: 21+46.87EVCE: 5019.79EG=5009.0FG=5003.35EG=5011.2FG=5005.07EG=5013.2FG=5006.74EG=5014.8FG=5008.31EG=5016.3FG=5009.79EG=5017.5FG=5011.17EG=5018.8FG=5012.46EG=5019.3FG=5013.66EG=5020.2FG=5014.76EG=5019.7FG=5015.76EG=5019.1FG=5016.68EG=5019.1FG=5017.49EG=5018.5FG=5018.22EG=5018.6FG=5018.84EG=5019.7FG=5019.38EG=5020.4FG=5019.82EG=5020.8FG=5020.21EG=5021.0FG=5020.49EG=5021.2FG=5020.63EG=5021.4FG=5020.61EG=5021.9FG=5020.45SEE SHEET C5.02MATCHLINEPROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUNDSEE SHEET C5.04MATCHLINESMOKEY 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 L1C1C7 FRONTAGE ROAD 13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00 PI: 13+08.63PI: 13+58.63PI: 20+49.73PC: 13+80.71PC: 21+81.56PC: 25+20.24PT: 13+83.89PT: 24+36.58PCC: 24+10.44COLLEGE AVE CENTERLINE ALIGNMENT MATCHLINESEE SHEET C5.04L6L1 1 L12L13L14 C12L15 L16C13C14 L17 13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00 25+00 SEE SHEET C5.02FLOWLINE CURVE TABLE CURVE C13 DELTA 0°39'19" RADIUS 20011.00' LENGTH 228.88' BEARING S00°11'14"W CHORD 228.88' FLOWLINE LINE TABLE LINE L15 L16 LENGTH 665.84' 131.83' BEARING S00°42'38.76"W S00°39'35.83"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-KIA8/3/2022U21004 1" = 50' 1" = 10'8/3/202210:17:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.03 88ROAD 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 AVE RIGHT FL (8) 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=5021.1FG=5020.25EG=5020.7FG=5020.05EG=5019.8FG=EG=5019.3FG=EG=5018.8FG=EG=5018.2FG=EG=5017.1FG=EG=5016.7FG=EG=5015.8FG=EG=5014.7FG=EG=5013.5FG=EG=5012.3FG=EG=5011.0FG=EG=5009.6FG=EG=5008.4FG=EG=5007.3FG=EG=5006.4FG=EG=5005.7FG=EG=5005.1FG=EG=5004.7FG=EG=5004.3FG=EG=5004.1FG=-0.40%PVI STA = 24+10.44PVI ELEV = 5020.41PVI STA = 25+45.33PVI ELEV = 5019.87PROPOSED GRADE @ RIGHT FLOWLINEEXISTING GROUND SEE SHEET C5.03MATCHLINECOLLEGE AVE (HWY 287) LOT 23 STA: 35+50.00 N: 1426601.82 E: 3118299.74 END RT. FL ALIGNMENT STA: 25+20.24 N: 1427606.44 E: 3118290.71 END CONSTRUCTION MATCH EXISTING 24+0025+0026+0027+00 PI: 26+98.92PC: 25+20.24PT: 24+36.58PT: 25+45.33PCC: 24+10.44W. SATURN DRIVEE. SATURN DRIVEC14 L17C15 L18L19 MATCHLINESEE SHEET C5.03C13 35+50 24+00 25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00 FLOWLINE LINE TABLE LINE L17 L18 L19 LENGTH 83.66' 1004.66' 1004.66' BEARING S06°07'50.67"E S00°30'52.61"E S00°30'52.61"E FLOWLINE CURVE TABLE CURVE C13 C14 C15 DELTA 0°39'19" 5°59'25" 5°45'05" RADIUS 20011.00' 250.00' 250.00' LENGTH 228.88' 26.14' 25.10' BEARING S00°11'14"W S03°08'08"E N03°15'18"W CHORD 228.88' 26.13' 25.08'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-KIA8/3/2022U21004 1" = 50' 1" = 10'8/3/202210:17:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.04 88ROAD 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' ℄10+0049744976497849804982498449864988497449764978498049824984498649880 20 40 60 800℄10+5049764978498049824984498649884990497649784980498249844986498849900 20 40 60 800℄11+0049824984498649884990499249944996498249844986498849904992499449960 20 40 60 800℄11+5049844986498849904992499449964998498449864988499049924994499649980 20 40 60 800℄12+0049864988499049924994499649985000498649884990499249944996499850000 20 40 60 800℄12+5049904992499449964998500050025004499049924994499649985000500250040 20 40 60 800℄13+0049924994499649985000500250045006499249944996499850005002500450060 20 40 60 800℄13+5049944996499850005002500450065008499449964998500050025004500650080 20 40 60 800℄14+0049985000500250045006500850105012499850005002500450065008501050120 20 40 60 800℄14+5050005002500450065008501050125014500050025004500650085010501250140 20 40 60 800℄15+0050025004500650085010501250145016500250045006500850105012501450160 20 40 60 800℄15+5050045006500850105012501450165018500450065008501050125014501650180 20 40 60 800℄16+0050065008501050125014501650185020500650085010501250145016501850200 20 40 60 800℄16+5050065008501050125014501650185020500650085010501250145016501850200 20 40 60 800℄17+0050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800℄17+5050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800℄18+0050085010501250145016501850205022500850105012501450165018502050220 20 40 60 800℄18+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800℄19+0050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800℄19+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800℄20+0050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800℄20+5050105012501450165018502050225024501050125014501650185020502250240 20 40 60 800℄21+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄21+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄22+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄22+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 80010.05%16.52%24.70% 23.49 % 23.22 % 23.59 % 24.81 % 24.28 % 24.33 % 23.43%15.48%8.41%3.17%2.58%2.39%2.28%2.22%2.00%2.94%2.68%(0.7%)(2.0%)(5.1%)(52.9%)(4.2%)(0.1%)(2.3%)(5.2%)(46.8%)(7.3%)(4.0%)(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%)(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%)EX. ROW EX. ROW 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. ROWEX. ROWEX. ROWEX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW CURB & GUTTER (TYP)SIDEWALK (TYP)PROPOSEDGROUND(TYP)EXISTINGGROUND(TYP)PAVEMENT (TYP)2.00%6.70%3.90%2.88%4.85%2.12%2.58%1.04%2.02%2.75%2.00%3.21%2.00%3.44%2.00%3.38%2.01%3.10%2.01%3.48%1.99%3.63%1.99%3.41%1.98%2.93%2.01%2.56%2.00%2.48%2.57%2.00%2.83%2.00%2.00%2.62%2.00%2.55%(15.0%)(7.6%)(2.6%)(7.7%)( 7 . 5% )(2.3%)(4.5%)(3.8%)(21.4 % )(5.2%)(2.0%)(40.3%)3.44%2.00%0.43%6.13%12.32%15.42%1.56%5.00%2.00%0.43%2.00%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" = 5'8/3/2022 10:17:44 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.1088COLLEGE AVENUE CROSS SECTIONS050'SCALE: 1" = 50'25'100'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 8/3/2022U2100457 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℄26+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄23+0050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄23+5050125014501650185020502250245026501250145016501850205022502450260 20 40 60 800℄24+0050145016501850205022502450265028501450165018502050225024502650280 20 40 60 800℄24+5050145016501850205022502450265028501450165018502050225024502650280 20 40 60 800℄25+0050145016501850205022502450265028501450165018502050225024502650280 20 40 60 8002.39%2.56%3.92% 14. 8 0 % 20.1 9 %(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. ROW PROP. ROWCURB & GUTTER (TYP)SIDEWALK (TYP)PAVEMENT (TYP)PROPOSEDGROUND(TYP)EXISTINGGROUND(TYP)(3.6%)2.00%2.96%2.00%2.38%2.00%2.82%2.00%3.66%4.72%2.00%1.46%1.06%1.80%3.24%3.22%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" = 5'8/3/2022 10:17:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.1188COLLEGE AVENUE CROSS SECTIONS050'SCALE: 1" = 50'25'100'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSN 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 8/3/2022U2100458 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 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 4" 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: 10+81.08 (18.00', L) BEGIN 4" SOLID WHITE STRIPE RIGHT TURN & THROUGH ARROW RIGHT TURN & THROUGH ARROW 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 4" 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 4" 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 4" SOLID WHITE STRIPE STA: 18+57.09 (6.00', R) END 8" SOLID WHITE STRIPE STA: 18+57.09 (18.00', R) END 4" SOLID WHITE STRIPE STA: 17+42.09 (6.00', R) BEGIN 8" SOLID WHITE STRIPE STA: 16+66.53 (23.00', R) END 4" SOLID WHITE STRIPE STA: 16+14.18 (23.00', L) END 4" SOLID WHITE STRIPE LEFT TURN ARROW LEFT TURN ARROW BIKE LANE SYMBOL "ONLY" MARKING 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 NLM A 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 4" SOLID WHITE STRIPE STA: 19+14.48 (18.00', R) BEGIN 4" SOLID WHITE STRIPE STA: 21+15.22 (6.00', L) END 4" DASHED/SOLID YELLOW STRIPE STA: 21+14.90 (18.00', L) END 4" SOLID WHITE STRIPE STA: 21+15.22 (6.00', R) END 4" DASHED/SOLID YELLOW STRIPE STA: 21+15.22 (18.00', R) END 4" SOLID WHITE STRIPE STA: 21+58.61 (18.00', R) BEGIN 4" SOLID WHITE STRIPE STA: 21+58.61 (23.04', R) BEGIN 4" SOLID WHITE STRIPE STA: 21+59.31 (0.00', ) BEGIN 4" DOUBLE YELLOW SOLID STRIPE BEGIN RADIUS STA: 21+65.24 (5.48', R) END RADIUS STA: 21+64.81 (5.50', L) END RADIUS STA: 22+33.61 (0.00', ) END RADIUS STA: 24+44.99 (10.00', R) END 4" SOLID WHITE STRIPE STA: 24+44.99 (13.00', R) END 4" SOLID WHITE STRIPE STA: 24+44.99 (18.00', R) END 4" 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 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:18:05 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.20 88SIGNING & STRIPING PLANVENUS AVENUE59 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. LEGEND NOTES PAVEMENT MARKING LEGEND STOP R1-1 30" X 30" SIGNING LEGEND A B PREFORMED PLASTIC PAVEMENT MARKING 24" 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 2' WIDE CROSSWALK LINES I SPEEDLIMIT25 J K L TURN RIGHT MUSTRIGHT LANE R3-7R N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY P BIKELANE LANEFIRE NOPARKING AHEADSIGNAL W11-2 AHEADM N O P VAN-ACCESSIBLE RESERVEDPARKING Q RNORTH 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. 6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00 BUENO DRIVECOLLEGE AVE (HWY 287) STA: 6+53.71 (8.34', R) BEGIN 4" BROKEN WHITE STRIPE BEGIN 8" DOUBLE SOLID YELLOW STRIPE BEGIN RADIUS (DOUBLE YELLOW) STA: 9+58.71 (8.40', R) END 4" BROKEN WHITE STRIPE BEGIN 8" SOLID WHITE STRIPE STA: 12+77.81 (8.26', R) END 8" SOLID WHITE STRIPE STA: 12+80.01 (5.96', L) END 8" DOUBLE SOLID YELLOW STRIPE STA: 9+58.71 (3.60', L) END RADIUS STA: 9+50.73 (3.44', L) BEGIN RADIUS STA: 6+61.80 (8.17', R) END RADIUS STA: 6+53.71 (8.14', L) BEGIN 8" DOUBLE SOLID YELLOW STRIPE STA: 13+78.77 (8.24', L) BEGIN 8" SOLID WHITE STRIPE STA: 13+78.75 (33.00', R) BEGIN 4" SOLID WHITE LINE STA: 13+78.75 (36.00', R) BEGIN 4" SOLID WHITE STRIPE STA: 13+78.75 (42.00', R) BEGIN 4" SOLID WHITE STRIPE STA: 14+16.01 (42.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 14+16.01 (36.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 14+16.01 (33.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 13+76.57 (5.99', R) BEGIN 8" DOUBLE SOLID YELLOW STRIPE 18' STA: 13+78.78 (8.17', R) END RADIUS STA: 13+78.78 (3.76', R) END RADIUS STA: 12+63.35 (32.00', R) MATCH EXISTING WHITE STRIPE STA: 12+77.81 (31.99', R) END WHITE STRIPE STA: 12+77.81 (3.74', L) END RADIUS STA: 12+77.81 (8.14', L) END RADIUS LEFT TURN ARROW LEFT TURN ARROW "ONLY" MARKING CROSSWALK STRIPING STOP BAR STOP BAR RIGHT TURN AND THROUGH ARROW LEFT TURN ARROW BIKE LANE SYMBOL "ONLY" MARKING LEFT TURN ARROW STOP BAR CROSSWALK STRIPING SE FRONTAGE ROAD LEFT TURN ARROW STA: 8+97.81 (32.09', R) END 4" BROKEN WHITE STRIPE BEGIN 8" SOLID WHITE STRIPE STA: 6+71.68 (32.10', R) BEGIN 4" BROKEN WHITE STRIPE BEGIN 4" SOLID WHITE STRIPE BEGIN RADIUS (SOLID WHITE) STA: 6+82.31 (32.38', R) END RADIUS STA: 8+60.93 (41.92', R) END 4" SOLID WHITE STRIPE RIGHT TURN ARROW "ONLY" MARKING "ONLY" MARKING RIGHT TURN ARROW RIGHT TURN ARROW LOT 23LOT 2416+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00 SMOKEY STREETCOLLEGE AVE (HWY 287) NISSAN DEALERSHIP BUILDING FFE = 5020.00 KIA DEALERSHIP BUILDING FFE = 5022.25 I I G H STA: 18+02.45 (3.90', R) BEGIN RADIUSSTA: 18+15.95 (3.54', R) END RADIUS STA: 20+28.61 (7.88', L) BEGIN RADIUS STA: 20+28.59 (8.22', L) END 4" BROKEN WHITE STRIPE STA: 20+41.90 (8.24', 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: 25+38.56 (32.05', R) END 4" BROKEN WHITE STRIPE STA: 25+38.67 (35.05', R) END 4" BROKEN WHITE STRIPE STA: 25+38.56 (42.00', R) END 4" BROKEN WHITE STRIPE STA: 21+92.56 (42.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 21+92.53 (36.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 21+92.53 (33.00', R) END 4" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE STA: 17+16.85 (42.00', R) END 4" BROKEN WHITE STRIPE BEGIN 4" SOLID WHITE STRIPE STA: 17+16.85 (36.00', R) END 4" BROKEN WHITE STRIPE BEGIN 4" SOLID WHITE STRIPE STA: 17+16.85 (33.00', R) END 4" BROKEN WHITE STRIPE BEGIN 4" SOLID WHITE STRIPE STA: 18+03.77 (8.10', L) END 8" SOLID WHITE STRIPE BEGIN 4" BROKEN WHITE STRIPE BIKE LANE SYMBOL BIKE LANE SYMBOL RIGHT TURN ARROW BIKE LANE SYMBOL LANE REDUCTION MARKING H G A SE FRONTAGE ROAD RIGHT TURN ARROW RIGHT TURN ARROW "ONLY" MARKING"ONLY" MARKINGR LEFT TURN ARROW LEFT TURN ARROW "ONLY" MARKING LANE REDUCTION MARKING TYPE 1 FLEXIBLE DELINEATOR C 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:18:11 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.21 88SIGNING & STRIPING PLANCOLLEGE 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. LEGEND NOTES PAVEMENT MARKING LEGEND STOP R1-1 30" X 30" SIGNING LEGEND A B PREFORMED PLASTIC PAVEMENT MARKING 24" 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 2' WIDE CROSSWALK LINES I SPEEDLIMIT25 J K L TURN RIGHT MUSTRIGHT LANE R3-7R N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY P BIKELANE LANEFIRE NOPARKING AHEADSIGNAL W11-2 AHEADM N O P VAN-ACCESSIBLE RESERVEDPARKING Q R 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 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 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-KIA8/3/2022U21004 1" = 40' 1" = N/A 8/3/202210:18:17 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.3X - SIGNING & STRIPING PLANS.DWGC5.3X - SIGNING & STRIPING PLANS####C5.22 88SIGNING & STRIPING PLANON-SITE IMPROVEMENTS61 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. LEGEND NOTES PAVEMENT MARKING LEGEND STOP R1-1 30" X 30" SIGNING LEGEND A B PREFORMED PLASTIC PAVEMENT MARKING 24" 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 2' WIDE CROSSWALK LINES I SPEEDLIMIT25 J K L TURN RIGHT MUSTRIGHT LANE R3-7R N KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY P BIKELANE LANEFIRE NOPARKING AHEADSIGNAL W11-2 AHEADM N O P VAN-ACCESSIBLE RESERVEDPARKING Q R 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+60.13 (25.00', L) EL=1.93 STA: 10+60.18 (25.00', R) EL=99.96 STA: 10+60.15 (0.00', ) EL=1.024.2%3.6%STA: 10+83.52 (25.00', L) EL=2.25 STA: 10+81.21 (25.00', R) EL=0.39 0. 1 8 99.980.070. 2 3 0. 0 4 0.222.0% 1.4% 3. 0 8 2. 9 2 3.132. 7 5 2.853.053.023. 1 53.233.612.312.422.582. 6 63.5%4.2%STA: 12+88.34 (56.03', R) EL=99.31 COLLEGE AVE STA: 13+78.75 (55.00', R) EL=2.82 COLLEGE AVE STA: 10+91.93 (25.00', R) EL=0.68 STA: 11+28.00 (25.00', R) EL=1.30 STA: 11+44.42 (25.00', R) EL=1.41 STA: 10+91.93 (25.00', L) EL=2.16 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%3.5%2.9%0.0%0.8%2.0% 1.5% 1.1% 0.8%1.1% 2.4% 1.6% 0.6% 0.3% STA: 12+78.30 (48.63', R) EL=99.14 COLLEGE AVE STA: 12+63.37 (43.75', R) EL=98.40 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) R25'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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:18:34 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.4X - INTERSECTION DETAILS.DWGC5.4X - INTERSECTION DETAILS####C5.30 88INTERSECTION DETAILS62 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 13.5013.4015 . 4 7 1 5 . 3 7 1 5 . 3 015.4013.791 3 . 8 4 13 . 4 913.6014.7814.761 5 . 0 513.4218+0019+00STA: 19+05.32 (25.00', R) EL=14.70 1 6 . 3 316.301 6 . 2 3 15.8315.721 6 . 2 0 15.8315.9216.5016 . 4 1 16.3116.40RAISED CROSSWALK (SEE DETAILS)21+0022+00COLLEGE AVENUE(SEE SHEET C5.03 FOR PROFILE)PRIVATE DRIVE (SEE SHEET ##### 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+44.59 (55.00', R) EL=18.84 STA: 21+76.23 (55.00', R) EL=20.07 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 2 1 9 . 7 6 19.8019.951 9 . 3 3 1 9 . 2 2 19.8519.9019.7919.951 9 . 9 3 2 0 . 4 720.632 0 . 9 621.1219.98 20.0119.651 9 . 8 1 1 9 . 9 9 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=19.7219.9919.442 0 . 0 6 1 9 . 4 5 1 8 . 9 8 19.2816' 16' 1 9 . 8 3 19.91R128' R128'VENUS 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 1 4 . 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 13.941 3 . 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-KIA8/3/2022U21004 1" = 20' 1" = N/A 8/3/202210:18:40 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.4X - INTERSECTION DETAILS.DWGC5.4X - INTERSECTION DETAILS####C5.31 88INTERSECTION 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 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.)LANG GULCH OUTFALLPOND A1 RELEASE = 2.67 CFS30' DRAINAGE EASEMENTFFE=5020.00FFE=5022.25U210041" = 80'1" = N/ANORTH 8/3/2022 10:18:57 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.00 - OVERALL DRAINAGE PLAN.DWGC6.00 - OVERALL DRAINAGE PLANKRB JRS OVERALL DRAINAGE PLAN080'160'SCALE: 1" = 80'40'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 8/3/2022U21004 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 DIRECTIONDP1C6.008864 COLLEGE AVE (HWY 287)FOSSIL CREEK TRA IL FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSPROPERTY BOUNDARYV E N U S A V E N U EA50.400.891.00A110.310.790.99A130.940.951.00B40.380.891.00B60.220.680.85B70.300.790.98C10.610.841.00C20.900.650.81C31.560.911.00C60.040.951.00E12.120.790.99FLOODPLAIN 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 = 24.32 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 DEALERSHIPBUILDINGFFE=5020.00C50.200.881.00C40.650.881.005.55 LP10.97 LP96.07 LP96.09 LP16.42 LP14.09 LP1 9 . 0 2 H P SEE DRAINAGE REPORT1" = 40'1" = N/A8/3/2022 10:19:11 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.0188DETAILED DRAINAGE PLAN - NORTH 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 8/3/2022U2100465X.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 SONMANORSUBDIVISIONA10.950.250.31A20.570.250.31A30.490.760.95A40.600.690.86A50.400.891.00A60.200.710.88A70.390.851.00A80.110.951.00A90.140.951.00A100.680.780.98A110.310.790.99A120.560.811.00A130.940.951.00A140.440.790.99A150.860.881.00A160.770.951.00B10.460.250.31B31.100.740.93B50.540.851.00B60.220.680.85B70.300.790.98OS13.270.550.69D10.490.720.90POND A3LOT 2BLOCK 1TRACT ATRACT BLOT 1BLOCK 2DETENTIONPOND A1B20.480.250.31KIA DEALERSHIPBUILDINGWSEL = 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 8 . 2 0 L P 1 8 . 1 5 L P 1 9 . 0 2 H P18.75 LP2 0 . 4 3 L P 20.49 LP21.33 LP21.21 HP20.53 LP21.63 HP21.79 HP19.32 HP2 0 . 4 4 H P5.12 LP2.40 LP9.00 LP15.54 LP20.64 HP1" = 40'1" = N/A8/3/2022 10:19:16 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.0288DETAILED DRAINAGE PLAN - SOUTH PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP L A N S N 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 8/3/2022U2100466X.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 1" = N/A1" = N/A8/3/2022 10:19:50 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0088SITE CONSTRUCTION DETAILS 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 8/3/2022U2100467 1" = N/A1" = N/A8/3/2022 10:19:56 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0188SITE CONSTRUCTION DETAILS 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 8/3/2022U2100468 1" = N/A1" = N/A8/3/2022 10:20:03 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0288SITE CONSTRUCTION DETAILS 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 8/3/2022U2100469ONSITE (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/A8/3/2022 10:20:09 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.0388SITE CONSTRUCTION DETAILS 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 8/3/2022U2100470NOTES: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/A8/3/2022 10:20:13 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.1088WATER & SANITARY SEWER CONSTRUCTION DETAILS PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP R E L I M I N A R Y P L A N SNOT 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 8/3/2022U2100471WATERLINE LOWERING DETAIL1C7.10ANODE LEADSBLACKPIPELINE TEST WIRESRED FOR STEEL BLUE FORDICASINGSORANGEREF ELECTRODEYELLOWTRACER WIREWHITE 1" = N/A1" = N/A8/3/2022 10:20:14 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.1188WATER & SANITARY SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100472TRAFFIC RATEDTRAFFIC RATED WITH VERTICAL DROPSANITARY SEWER SERVICE CLEANOUT DETAILS1C7.11 1" = N/A1" = N/A8/3/2022 10:20:16 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2088STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100473 1" = N/A1" = N/A8/3/2022 10:20:22 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2188STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100474 1" = N/A1" = N/A8/3/2022 10:20:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2288STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100475CDOT TYPE R INLET DETAILS2CDOT TYPE C AND D INLET DETAILS1 1" = N/A1" = N/A8/3/2022 10:20:35 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2388STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100476POND 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/A8/3/2022 10:20:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2488STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100477 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/A8/3/2022 10:20:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2588STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100478REV 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. 8 4 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. 8 4 7.84TOP 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. 0 0 9. 0 0 9.009.009.009.009. 0 04'TYPE L RIPRAP#4 REBAR BENT INTO CURB#4 REBAR BENT INTO CURBTOP OF WALLELEV. 5010.50#4 @ 18" O.C.(SEE REBAR DETAIL)TOP OF WALLELEV. 5010.6110.02 FG9.95 FG12.5012.5010.5010.50TOP OF WALLELEV. 5010.5012.291 2 . 4 9 F G 1 0 . 9 5 F G 1 1 . 4 0 F G9.00 FG1" = N/A1" = N/A8/3/2022 10:21:02 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2688STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100479NOTES1. 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 1" = N/A1" = N/A8/3/2022 10:21:06 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2788STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100480NOTES1. 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 LIDA6 36" NYLOPLAST BASIN W/ DIVERSION WEIR 36" SOLID TRAFFIC-RATED LIDA7TYPE D INLET W/ DIVERSION WEIRSSTANDARD GRATEA1036" NYLOPLAST BASIN W/ WEIR36" SOLID TRAFFIC-RATED LIDA1118" NYLOPLAST BASIN18" SOLID TRAFFIC-RATED LIDA12DOUBLE CURB INLETN/AA13TYPE D INLET W/ DIVERSION WEIRSSTANDARD GRATEA14.115" NYLOPLAST DRAIN BASIN15" SOLID TRAFFIC-RATED LIDE215' TYPE RN/AF2TRIPLE CURB INLETN/AG2DOUBLE 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 INLETN/AH4.6TYPE D INLETN/AH4.75' TYPE RN/AH65' TYPE RN/AH75' TYPE RN/ASTORM MANHOLE SCHEDULE3MH SCHEDULEMH ID.MH TYPESTMH A248" ØSTMH A348" ØSTMH A3.1 60" Ø W/ DIVERSION WEIRSTMH 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 SHEET C3.50 FOR ADDITIONAL DETAILS* REFER TOSHEET C3.50* REFER TO SHEET C3.50 FOR ADDITIONAL DETAILS* REFER TO SHEET C3.50 FOR ADDITIONAL DETAILS* REFER TO SHEET C3.50 FOR ADDITIONAL DETAILS1.5' 1" = N/A1" = N/A8/3/2022 10:21:10 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2888STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100481UNDERGROUND DETENTION SYSTEMS DETAILS1 1" = N/A1" = N/A8/3/2022 10:21:16 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.2988STORM SEWER CONSTRUCTION DETAILS 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 8/3/2022U2100482UNDERGROUND DETENTION SYSTEMS DETAILS (CONTINUED)1 1" = N/A1" = N/A8/3/2022 10:21:23 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.3088EROSION CONTROL CONSTRUCTION DETAILS 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 8/3/2022U2100483 1" = N/A1" = N/A8/3/2022 10:21:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C7.0X - CONSTRUCTION DETAILS.DWGC7.0X - CONSTRUCTION DETAILS####C7.3188EROSION CONTROL CONSTRUCTION DETAILS 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 8/3/2022U2100484CWAVTCDANDY 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. before you dig.Call R 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 A A C A A A A 50 FOOT MAST ARM 35 FOOT MAST ARM 65 FOOT MAST ARM 40 FOOT MAST ARM B LANDIN G B B D B BD TYPE 3 PULLBOX TYPE 3 PULLBOX TYPE 3 PULLBOX TYPE 4 PULLBOX TWO 3" CONDUITS ONE 2" CONDUIT TWO 3" CONDUITS ONE 2" CONDUIT TWO 3" CONDUITS ONE 2' CONDUIT 2" CONDUIT 2" CONDUIT 2" CONDUIT CONTROLLER CABINET POWER SUPPLY CONNECTION A VIDEO DETECTION VIDEO DETECTION VIDEO DETECTION LANDINGLANDINGLANDINGLANDI N G LANDI N G 7.4' 9' 8.9' 9.1' B PEDESTRIAN& HEADS SIGNAL A B C D E SUMMARY OF ESTIMATED QUANTITIES ITEM DESCRIPTION UNIT QTY 614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-30' MAST ARM)EA 1 614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-65' 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 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 LANDIN G LANDINGLANDINGLANDINGLANDI N G LANDI N G 7.4' 9' 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 FOR REVIEW ONLY NOT FOR CONSTRUCTION DELICH ASSOCIATES A C A A A A 65 FOOT MAST ARM 50 FOOT MAST ARM LANDIN G B D B B A LANDINGLANDINGLANDINGLANDI N G LANDI N G LANDINGLANDINGLANDINGLANDING7.4' 9' 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 FOR REVIEW ONLY NOT FOR CONSTRUCTION DELICH ASSOCIATES 614 TRAFFIC SIGNAL LIGHT POLE STEEL (1-65' MAST ARM)EA 1