HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - PDP210017 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSCOLLEGE AVE. (HWY 287)E. SKYWAY DR.FOSSI
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PROJECT SITE
VENUS AVE.E. SATURN DR.
1" = 500'
1" = N/A
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26COVER SHEETPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1
FORT COLLINS NISSAN-KIA
FOSSIL CREEK SUBDIVISION
SITUATED 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 COLORADO
APRIL 2022
OWNER
WWW PROPERTIES LLC
1005 KEN PRATT BOULEVARD
LONGMONT, CO 80501-6330
PHONE: (970) 394-3442
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: (970) 530-4044
CONTACT: SAM ELIASON
PLANNER/LANDSCAPE ARCHITECT
TB GROUP
444 MOUNTAIN AVENUE
BERTHOUD, CO 80513
PHONE: (970) 532-5891
CONTACT: CATHY MATHIS
ARCHITECT
INFUSION ARCHITECTS, LLC
206 EAST 4TH STREET
LOVELAND, CO 80537
PHONE: (970) 775-2925
CONTACT: RANDELL JOHNSON
SURVEYOR
KING SURVEYORS
650 EAST GARDEN DRIVE
WINDSOR, CO 80550
PHONE: (970) 686-5011
CONTACT: PAUL GROVES
UTILITY PROVIDER CONTACT PHONE
WATER CITY OF FORT COLLINS UTILITIES WES LAMARQUE (970) 416-2418
WASTEWATER SOUTH FORT COLLINS SANITATION DISTRICT CHRIS PLETCHER (970) 226-3104
STORMWATER CITY OF FORT COLLINS UTILITIES MATT SIMPSON (970) 416-2754
POWER CITY OF FORT COLLINS LIGHT & POWER AUSTIN KREAGER (970) 2246152
NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
TELECOM CENTURYLINK ROBERT RULI (970) 490-7503
CABLE COMCAST DON KAPPERMAN (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the
information shown.
UTILITY PROVIDERS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
PROJECT COORDINATES
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "Y 401"
3 1
4" 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
MAY HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL
DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.21'
HORIZONTAL DATUM:
COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.
HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTION
NOTE:
1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF
THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO
USING THEM FOR ANY PURPOSES.
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.
PAGE #SHEET #SHEET NAME
1 C0.00 COVER SHEET
2 - 3 C0.01 - C0.02 GENERAL NOTES
4 C0.03 TYPICAL ROADWAY SECTIONS
5 C1.00 OVERALL EXISTING CONDITIONS PLAN
6 - 7 C1.01 - C1.02 DETAILED EXISTING CONDITIONS AND REMOVALS PLAN
8 C2.00 OVERALL HORIZONTAL CONTROL PLAN
9 - 10 C2.01 - C2.02 DETAILED HORIZONTAL CONTROL PLANS
11 C3.00 OVERALL UTILITY PLAN
12 - 13 C3.01 - C3.02 DETAILED UTILITY PLANS
C3.10 SANITARY SEWER PLAN & PROFILE (RESERVED FOR FUTURE SUBMITTALS)
C3.20 WATER PLAN & PROFILES (RESERVED FOR FUTURE SUBMITTALS)
14 C3.33 STORM SEWER PLAN & PROFILES
C3.40 IRRIGATION LINE - LOUDON DITCH PLAN & PROFILE (RESERVED FOR FUTURE
SUBMITTALS)
C3.50 ROOF DRAIN PLANS (RESERVED FOR FUTURE SUBMITTALS)
C3.60 UNDERGROUND DETENTION PLAN (RESERVED FOR FUTURE SUBMITTALS)
15 C4.00 OVERALL GRADING PLAN
16 - 17 C4.10 - C4.11 DETAILED GRADING PLANS
18 - 19 C4.20 - C4.21 DETAILED EROSION CONTROL PLANS
20 - 21 C5.00 - C5.01 VENUS AVENUE PLAN & PROFILES
22 - 23 C5.10 - C5.11 COLLEGE AVENUE CROSS SECTIONS
C5.20 - C5.21 COLLEGE AVENUE FLOWLINE PROFILES (RESERVED FOR FUTURE SUBMITTALS)
C5.30 - C5.31 SIGNING & STRIPING PLANS (RESERVED FOR FUTURE SUBMITTALS)
C5.40 INTERSECTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)
24 C6.00 OVERALL DRAINAGE PLAN
25 - 26 C6.01 - C6.02 DETAILED DRAINAGE PLANS
C7.00 CONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)
SHEET INDEXPROJECT TEAM
VICINITY MAP
1"=500'
PROJECT DEVELOPMENT PLANS FOR
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS
WERE PREPARED UNDER MY DIRECT SUPERVISION, IN
ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
SAMUEL ELIASON, PE #38212 DATE
CERTIFICATION STATEMENT
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
DISCLAIMER STATEMENT
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
CONTRACTOR
TCC CORPORATION
609 GYRFALCON, UNIT D
WINDSOR, CO 80550
CONTACT: ERNIE CROWNOVER
PHONE: (970)-460-0583
Review does not constitute "approval" of plans. Plan engineer
is responsible for accuracy and completeness of plans.
General Manager Date
NORTH LOUDON DITCH COMPANY 4/13/2022
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = N/A
1" = N/A
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26GENERAL 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 PRELIMINARY DRAINAGE AND EROSION CONTROL STUDY ENTITLED "FORT COLLINS NISSAN-KIA" PREPARED BY UNITED CIVIL DESIGN
GROUP LLC, AND DATED APRIL 13, 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.
GENERAL NOTES (CONTINUED)
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 1
4" 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.
45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS.
46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND
WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE
STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: NONE.
48.APPROVED VARIANCES ARE LISTED AS FOLLOWS:
STREET IMPROVEMENTS NOTES
1.ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED
HERE.
2.A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL,
PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB
MIX SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT.
3.WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE,
TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION
JOINT CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT COLLINS.
4.STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE
SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER.
5.VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT
ALLOWED.
6.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE
EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE
WITH CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A
COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT
FUTURE PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK.
7.ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD (INCLUDING COLORADO SUPPLEMENT) AND
AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN.
8.THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF
ASPHALT. GUTTERS THAT HOLD MORE THAN INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN
PROPERLY.
9.PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A
FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE
REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS.
AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAN 90 P.S.I.G. "PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT
SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY
THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY
ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE "PROOF ROLL." ALL "PROOF ROLLS" SHALL BE PERFORMED IN THE PRESENCE OF AN INSPECTOR.
STORM DRAINAGE NOTES
1.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 PRELIMINARY DRAINAGE AND EROSION CONTROL STUDY ENTITLED "FORT COLLINS NISSAN-KIA" PREPARED BY UNITED CIVIL DESIGN
GROUP LLC, AND DATED APRIL 13, 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 FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND
SYMBOLS.
7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
8.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED
DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
12.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
13.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
14.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE 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.
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = N/A
1" = N/A
4/12/20228:29:34 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.01 - GENERAL NOTES.DWGC0.01 - GENERAL NOTES####C0.02
26GENERAL 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.
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 M
A
X
9'
UTILITY
ESMT.
2% MAX.2% MAX.
2.5' VERTICAL CURB
AND GUTTER
PROPOSED
SIDEWALK
2.5' VERTICAL CURB
AND GUTTER
PROPOSED SIDEWALK
(NOT CONSTRUCTED NEXT TO
SILVERTHORNE, LLC PROPERTY)
7'
PARKING
6'
PKWY
5'
WALK
11'
4:1 M
A
X
4:1
M
A
X
5'
BIKE
LANE
3'
BUFFER
7'
PARKING
6'
PKWY
5'
WALK
11'
INTERIM COLLEGE AVENUE (US 287) TYPICAL SECTION
74.75' TO 75' BACK OF WALK TO CL
ROW
2% MIN.
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
4:1
M
A
X
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
9'
BIKE
LANE
12' EX
TRAVEL LANE
ULTIMATE COLLEGE AVENUE (US 287) TYPICAL SECTION
144' R.O.W. (MIN.)
110' ROADWAY (-)
ROW
ROW
2% MIN.2% MIN.
PAVEMENT SECTION
(SEE GEOTECH. REPORT)
4:1
M
A
X
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 MA
X
4:1
M
A
X
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
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 10'
1" = N/A
4/12/20228:29:47 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.03 - TYPICAL SECTIONS.DWGC0.03 - TYPICAL SECTIONS####C0.03
26TYPICAL ROADWAY SECTIONS4
SMOKEY DRIVE
COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)CRESTRIDGE DRIVE
BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
T
R
A
I
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FOS
SIL
CREEK TRAILBNSF RAILROADEXISTING
BUILDING
TO REMAIN
EXISTING
NISSAN BUILDING
(TO BE REMOVED)#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSS
I
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E
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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
SILVERTHORNE LLC
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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NST
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:30:04 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.00 - OVERALL EXISTING CONDITIONS PLAN.DWGC1.00 - OVERALL EXISTING CONDITIONS PLAN####C1.00
26OVERALL EXISTING CONDITIONS PLAN5
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 UNKNOWN. 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.
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 7)
EXISTING 14" WATER
150' RIGHT-OF-WAY
88' FL-FL
EXISTING FENCE TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING 24" IRRIGATION PIPE
EXISTING PROPERTY
BOUNDARY
EXISTING HEADWALL
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
EXISTING PROPERTY BOUNDARY
& SECTION LINE
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING CURB & GUTTER
EXISTING TREE TO
BE REMOVED (TYP.)
(SEE NOTE 6)COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
REMOVE 1550 LF
STRIPING
REMOVE 995 LF STRIPING
SEE COLLEGE AVE TURN LANE REMOVALS ON THIS SHEET
EXISTING 12" CULVERT AND RIPRAP
TO BE REMOVED AND REPLACED
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING CURB & GUTTER
REMOVE 1550 LF
STRIPING
REMOVE TURN
ARROW (TYP)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:30:23 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - DETAILED EXISTING CONDITIONS PLANS.DWGC1.0X - DETAILED EXISTING CONDITIONS PLANS####C1.01
26DETAILED EXISTING CONDITIONS &REMOVALS PLAN - NORTH6
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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.
ASPHALT MILL & OVERLAY
NORTH0 40'80'
SCALE: 1" = 40'
20'
COLLEGE AVE TURN LANE REMOVALS
SCALE: 1"=40'
EXISTING SIGN TO BE REMOVED
EXISTING 24" IRRIGATION PIPE
EXISTING HEADWALL
TO BE REMOVED
EXISTING FENCE TO BE REMOVED
EXISTING SIGN TO BE REMOVED
R.O.W. (VARIES)
FL-FL (VARIES)
EXISTING
14" WATER
EXISTING 6" WATER
TO REMAIN
EXISTING 6" WATER
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)
REMOVE EXISTING CURB & GUTTER
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING
CONCRETE PAN
REMOVE EXISTING CURB & GUTTER
SAWCUT EXISTING PAVEMENT
REMOVE EXISTING
CURB, GUTTER & SIDEWALK
REMOVE EXISTING
SIDEWALK BARRICADE
EXISTING XCEL GAS TO BE
LOWERED 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
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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 BUILDING
TO BE REMOVED
EXISTING TREE TO
BE REMOVED (TYP.)
(SEE NOTE 6)
EXISTING DIRT ROAD TO BE REMOVED
EXISTING FLAG POLE
TO BE RELOCATED
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 7)
EXISTING ELECTRIC TO BE
LOWERED AND/OR
RELOCATED WITH HWY 287
WIDENING (SEE NOTE 7)
REMOVE 1550 LF
STRIPING
REMOVE TURN
ARROW (TYP)
REMOVE TURN
ARROW (TYP)
REMOVE 343 LF
STRIPING
EXISTING CONTAINERS
TO BE REMOVED
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:30:26 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.0X - DETAILED EXISTING CONDITIONS PLANS.DWGC1.0X - DETAILED EXISTING CONDITIONS PLANS####C1.02
26DETAILED EXISTING CONDITIONS & REMOVALSPLAN - SOUTH7
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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.
ASPHALT MILL & OVERLAY
NORTH0 40'80'
SCALE: 1" = 40'
20'
NISSAN DEALERSHIP BUILDING
LOT 1
RISING SON MANOR
SUBDIVISION KIA DEALERSHIP BUILDING
SMOKEY DRIVECOLLEGE AVE (HWY 287)VENUS AVENUE72' ROW
BUENO DRIVE
60' ROW
50' FL-FL
40.95' FL-FL
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
50'
FL-FL
72'
R.O.W.
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVE#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSSIL CREEK
T
R
A
I
L
FOS
SIL
CREEK TRAILBNSF RAILROADFOSSI
L
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/FLOODWAY
EXISTING WETLANDS
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EROSION BUFFER LIMITS
HWY 287
(COLLEGE AVE.)
R.O.W. VARIES (150±)
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 TRAFFIC IMPACT STUDY)
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
C
TRACT D
PROPOSED LOT LINE
PROPERTY BOUNDARY
& SECTION LINE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:30:38 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.00 - OVERALL HORIZONTAL CONTROL PLAN.DWGC2.00 - OVERALL HORIZONTAL CONTROL PLAN####C2.00
26OVERALL HORIZONTAL CONTROL PLAN8
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.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE
4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7.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.
8.REFER TO SHEETS C5.00 & C5.01 FOR ROADWAY PLAN & PROFILES.
9.REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE CROSS
SECTIONS.
10.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.
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.
NISSAN DEALERSHIP BUILDING
FOSSI
L
C
R
E
E
K
T
R
AI
L
SECTION LINE
SECTION LINE
& EXISTING PROPERTY LINE
VENUS AVE
N
UE
(SEE SHEETS
C5.00 & C5.01)150'± RIGHT-OF-WAY
99' FL-FL
19' (TYP.)
9' (TYP.)
24'
(TYP.)
24' (TYP.)
26'
EAE
26'
26' EAE
26'
EAE
17' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
19' (TYP.)17' (TYP.)
17' (TYP.)
19' (TYP.)
50' FL-FL
5' SIDEWALK6'
6'
5' FUTURE SIDEWALK
72' R.O.W.
17' (TYP.)
9' (TYP.)
6'
9' (TYP.)
26' (TYP.)
26'
(TYP.)
33' SLOPE
EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
24'
EAE
20' DRAINAGE EASEMENT
20' DRAINAGE EASEMENT COLLEGE AVE (HWY 287)20' WATER EASEMENT
PROPOSED RIGHT-OF-WAY / PROPERTY LINE
PROPERTY BOUNDARY
BUENO
DRIVE
SILVERTHORNE LLC
CITY OF FORT COLLINS
PROPERTY CORNER
N:1429044.82
E:3118264.70
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:1429038.64
E:3118023.78
PROPERTY CORNER
N:1428367.71
E:3117429.97
PROPERTY CORNER
N:1428543.74
E:3117746.00
PROPERTY CORNER
N:1428896.02
E:3118198.37
TRACT C
TRACT D
LOT 1
BLOCK 2
LOT 1
BLOCK 1
STRUCTURAL RETAINING WALLS
PROPOSED FIRE HYDRANT (TYP.)
7'
8'
10'10'8'7'
2.5' CATCH CURB
2.5' CATCH CURB
7'
8'
10'
10'
8'
7'
7'
12'
12'
12'
7'
STORM INLET (TYP.)
26'
2.5' CATCH CURB
103' TURN BAY
128' TRANSITION TAPER
270'
TURN
BAY
235'
TRANSITION
TAPER
235'
TRANSITION
TAPER
5' SIDEWALK
PROPOSED TRAFFIC SIGNAL
(SEE TRAFFIC IMPACT STUDY)
TURN LANE
STRIPING
END NORTHBOUND PARKING
BEGIN SOUTHBOUND PARKING
ON-STREET PARKING
BIKE LANE W/ 3' BUFFER
ON-STREET PARKING
BIKE LANE W/ 3' BUFFER
55' CL-FL
9'
13'
12'
SEE COLLEGE AVE TURN LANE DETAIL ON THIS SHEET
3'
3'
75'± CL-ROW
R3' (TYP)
R10' (TYP)R20' (TYP)
R3' (TYP)
R8'
R66'
R10' (TYP)
R15' (TYP)
R5'
R25' (TYP)
R250'
R3' (TYP)
R5'
R6'
R3' (TYP)
R8'
R3'
R20'
R6'
R4'
R3' (TYP)
R15'
R4'
R3'
R10'
R10'
24' EAE
26'
EAE
24'
UNDERGROUND DETENTION AREA
UNDERGROUND WQ AREA
90'
TRANSITION
TAPER
90'
TURN
BAY
313'
TURN
BAY
312'
TAPER
PROPERTY CORNER
N:1429044.82
E:3118264.70 COLLEGE AVE (HWY 287)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:30:53 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.01
26DETAILED HORIZONTAL CONTROL PLAN - NORTH9
NORTH0 40'80'
SCALE: 1" = 40'
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 DRIVE
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.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.
8.REFER TO SHEETS C5.00 & C5.01 FOR ROADWAY PLAN &
PROFILES.
9.REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
10.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
COLLEGE AVE TURN LANE DETAIL
SCALE: 1"=40'
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
MARS DRIVE#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
NISSAN DEALERSHIP BUILDING
KIA DEALERSHIP BUILDING
EXISTING
CRESTRIDGE
CONDOS BUILDING
TO REMAIN
125 CRESTRIDGE ST.
PROPOSED WALL
PROPOSED DETENTION POND
PROPOSED BIORETENTION POND
PROPOSED
LANDSCAPE WALLS
(TYP.)
PROPOSED
DETENTION POND
PROPOSED
LANDSCAPE
WALLS (TYP.)
PROPOSED LANDSCAPE WALL (TYP.)
PROPOSED
LANDSCAPE WALLS
(TYP.)
9'
50' FL-FL
5' SIDEWALK
72' R.O.W.
9' UTILITY EASEMENT
26'
EAE
26'
26'
EAE
17' (TYP.)
19' (TYP.)17' (TYP.)
17' (TYP.)
19' (TYP.)
17' (TYP.)
17' (TYP.)
9' (TYP.)
26'
17' (TYP.)
9' (TYP.)17' (TYP.)
17' (TYP.)
24'
17' (TYP.)
9' (TYP.)
19'
19'
17' (TYP.)
9' (TYP.)
9' UTILITY EASEMENT
5' SIDEWALK
6'
6'
26'
24'
24'
28'
32'
8'
17' (TYP.)
9' (TYP.)
19' (TYP.)
9' (TYP.)
17' (TYP.)
9' (TYP.)
24'
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
26' (TYP.)
32'
EAE
24'
EAE
20' IRRIGATION
EASEMENT
30' SANITARY EASEMENT
20' DRAINAGE EASEMENT
19'
19'
30' SANITARY EASEMENT
20' WATER EASEMENT
LOT 2
BLOCK 1
TRACT A
TRACT
B
UTILITY & DRAINAGE EASEMENT
(WIDTH VARIES)
26'
EAE
24'
EAE
26'
EAE
26.25'
EAE
PROPERTY CORNER
N:1428367.71
E:3117429.97
PROPERTY CORNER
N:1428195.98
E:3117369.70
PROPERTY CORNER
N:1427606.05
E:3118259.48
PROPERTY CORNER
N:1427602.31
E:3117965.56
PROPERTY CORNER
N:1427731.38
E:3117975.83
PROPERTY CORNER
N:1427731.23
E:3117964.40
PROPERTY CORNER
N:1427728.82
E:3117774.42
PROPERTY CORNER
N:1427724.19
E:3117409.11
20' EXISTING UTILITY EASEMENT
15' UTILITY EASEMENT
20' IRRIGATION EASEMENT
LOT 1
BLOCK 2
LOT 1
BLOCK 1
PROPOSED FIRE HYDRANT (TYP.)
POND OUTLET (TYP.)
100' NATURAL HABITAT
BUFFER ZONE
150'± RIGHT-OF-WAY
LOT LINE AFTER
ROW VACATION
60' UTILITY
& DRAINAGE
EASEMENT
LOT
LINE
(TYP.)
7'
8'
10'
8'
7'
10'
7'
8'
10'
10'
STORM INLET (TYP.)
26'
2.5' CATCH CURB
12' CONCRETE PAN
235'
TRANSITION
TAPER
99' FL-FL
135'
TRANSITION
TAPER
SMOKEY
DRIVE
235'
TRANSITION
TAPER
5' SIDEWALK
ON-STREET PARKING
BIKE LANE W/ 3' BUFFER
BEGIN NORTHBOUND PARKING
ON-STREET PARKING
END SOUTHBOUND PARKING
BIKE LANE
55' CL-FL
9'
13'
12'
270'
TURN
BAY
PROPERTY CORNER
N:1428035.68
E:3118260.47
SECTION LINE
PROPOSED DOUBLE
STACKED PARKING
FOR CAR STORAGE
19' (TYP.)
9' (TYP.)
20' IRRIGATION EASEMENT
9' (TYP.)9' (TYP.)
19' (TYP.)
3'
3'
BIKE LANE W/ 3' BUFFER
TRANSITION BIKE
LANE BUFFER
LOT LINE AFTER R.O.W.
VACATION (COINCIDES WITH
EXISTING LOT LINE AS ROW WAS
ENTIRELY DEDICATED BY
NORTHERN PROPERTY OWNER.
24' ACCESS & EMERGENCY
ACCESS EASEMENT
8' SIDEWALK
75'± CL-ROW
R50' (TYP)
R68' (TYP)
R2' (TYP)
R15'
R10'
R20'
R26'R20'
R145'
R100'
R3' (TYP)
R3' (TYP)
R3' (TYP)
R8'
R25'
R10' (TYP)R20' (TYP)
R106'
R103'
R24'
R15'
R3' (TYP)
R8'
R66'
R10' (TYP)
R3' (TYP)
R15'
R55'
R72'
R3' (TYP)
R3' (TYP)
R15'
R10' (TYP)
R15' (TYP)
R5'
R10' (TYP)R30'
R5' (TYP)
R20'
R24'
26'
EAE
24'
24'
6'
LEVEL SPREADER
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:30:55 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.0X - DETAILED HORIZONTAL CONTROL PLANS.DWGC2.0X - DETAILED HORIZONTAL CONTROL PLANS####C2.02
26DETAILED HORIZONTAL CONTROL PLAN - SOUTH10
NORTH0 40'80'
SCALE: 1" = 40'
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 DRIVE
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.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.
8.REFER TO SHEETS C5.00 & C5.01 FOR ROADWAY PLAN &
PROFILES.
9.REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE
CROSS SECTIONS.
10.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
6'
SMOKEY DRIVE
VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
T
R
A
I
L
FOS
SIL
CREEK TRAILBNSF 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 LOUDEN
DITCH IRRIGATION BYPASS
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
WATER & FIRE SERVICES
EXISTING FIBER OPTIC
VAULT TO BE RELOCATEDSANITARY 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
PROPOSED 14"X23"
ELLIPTICAL CULVERT
FOSS
I
L
C
R
E
E
K
LA
N
G
G
U
L
C
H
PROPOSED HYDRANT (TYP)
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
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:31:08 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00
26OVERALL UTILITY PLAN11
NORTH0 80'160'
SCALE: 1" = 80'
40'
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, OR
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.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.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE
PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE
WITH A PRESSURE RATING OF 200 PSI.
11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
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
PROPOSED STORM
PROPOSED STORM
PROPOSED UNDERGROUND
DETENTION AREA
PROPOSED 8" WATER
NISSAN DEALERSHIP
BUILDING
EXISTING 24" IRRIGATION
CONNECT TO EXISTING
24" IRRIGATION LATERAL
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
EXISTING 14"
AC WATER MAIN
PROPOSED STORM
BUENO
DRIVE
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED ROOF DRAIN
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPOSED STORMVENUS AVE
N
UE
TRACT C
TRACT D
LOT 1
BLOCK 2
LOT 1
BLOCK 1
PROPOSED 14"X23"
ELLIPTICAL CULVERT
PROPOSED TRANSFORMER
PROPOSED 6" FIRE SERVICES
PROPOSED STRUCTURAL
RETAINING WALLS
FIRE DEPARTMENT CONNECTION
9' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
SLOPE EASEMENT
SLOPE EASEMENT
9' UTILITY EASEMENT
PROPOSED UNDERGROUND
WATER QUALITY AREA
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 PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:31:22 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01
26DETAILED UTILITY PLAN - NORTH12
NORTH0 40'80'
SCALE: 1" = 40'
20'
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 COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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.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.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE
PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE
WITH A PRESSURE RATING OF 200 PSI.
11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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
NISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
PROPOSED 4"
SANITARY SERVICE
PROPOSED 8" SANITARY
PROPOSED
6" FIRE
SERVICE
PROPOSED
4" SANITARY
SERVICE
PROPOSED 2"
WATER SERVICE
EXISTING 24" IRRIGATION
CONNECT TO EXISTING
24" IRRIGATION LATERAL
PROPOSED 24" IRRIGATION BYPASS
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
CONNECT TO EXISTING 6" WATER
PROPOSED 8" WATER
PROPOSED STORM
PROPOSED STORM
EXISTING FIBER OPTIC TO REMAIN
PROPOSED 8" SANITARY
CONNECT TO EXISTING
SANITARY MANHOLE
EXISTING HYDRANT
CONNECT TO EXISTING 6" WATER
EXISTING FIBER OPTIC TO REMAIN
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
PROPOSED 24" IRRIGATION LINE
PROPOSED STORM
PROPOSED STORM
EXISTING GAS MAIN
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING
NATURAL HABITAT
BUFFER ZONE
PROPOSED STORM
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
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
EXISTING ELECTRIC TO BE
LOWERED AND RELOCATED
WITH HWY 287 WIDENING
(SEE NOTE 11)
EXISTING UTILITIES TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
PROPOSED TRANSFORMER
PROPOSED 6" FIRE SERVICES
PROPOSED TRANSFORMER
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)
10' UTILITY EASEMENT
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 AND
DRAINAGE EASEMENT
15' UTILITY EASEMENT
20' IRRIGATION EASEMENT
20' UTILITY EASEMENT
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:31:24 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.02
26DETAILED UTILITY PLAN - SOUTH13
NORTH0 40'80'
SCALE: 1" = 40'
20'
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 COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
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.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.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE
PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE
WITH A PRESSURE RATING OF 200 PSI.
11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVE#214
EXISTING
#218
EXISTING
#5836EXISTING#5835EXISTING#224
EXISTING
#230
EXISTING
DETENTION
POND A1
BIORETENTION
POND A2LANG GULCH30.0 LF 8" STORM
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
9+
7
5
10
+
0
0
11
+
0
0
11
+
5
0
79.
7
L
F
8
"
S
T
O
R
M
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+00
30.0 LF 8" HDPE @ 2.00%LEVEL SPREADER B1STA: 10+00.00INV. 4999.08EXISTING GROUND
PROPOSED
GRADEOUTLET B3STA: 11+09.65INV. OUT 5002.27 (NW)(SEE DETAILS)STA: 10+56.88INV.= 5000.5±EXISTING SANITARY79.7 LF 8" HDPE
@ 0.25%BASIN B2STA: 10+30.00RIM 5005.3±INV. IN 5002.07 (SE)INV. OUT 4999.68 (NW)35' LEVEL SPREADER W/
6" SUMP FOR SEDIMENT
INSTALL COBBLE IN DISTURBED AREA
INSTALL SCOURSTOP OVER
EXISTING VEGETATION
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
101.5 LF 30" HDPE @ 0.50%FES C1STA: 10+00.00INV. 5004.62FES C2STA: 11+01.45INV. 5005.12EXISTING GROUND
PROPOSED
GRADE
STA: 10+43.74INV.= 5002.3±EXIST. SANITARYDETENTION
POND A1
BIORETENTION
POND A1
LANG
G
U
L
C
H
STA: 9+75.00
N: 1427789.27
E: 3117517.78
BEGIN
ALIGNMENT
STA: 11+25.00
N: 1427930.79
E: 3117468.04
END ALIGNMENT
DETENTION
POND A1
FES C1
STA 10+00.00
N: 1427812.86
E: 3117509.49
101.5
L
F
3
0
"
S
T
O
R
M
FES C2
STA 11+01.45
N: 1427908.57
E: 3117475.85
STORM LINE D
SEE THIS SHEET
11+25
9+75
10+00
11+00
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
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+85.77RIM 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. SANITARYSTORM 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. OUT 5003.81 (SW)STA: 10+51.91INV.= 5007.5±EXIST. SANITARYEXISTING GROUND
PROPOSED GRADE
77.2 LF 30" RCP @ 0.25%
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
INLET D2
STA 10+85.77
N: 1427910.73
E: 3117631.59
STORM LINE E
SEE THIS SHEET
VENUS AVENUE
1
1
+
0
0
9
+
7
5
1
0
+
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 7
7
.
2
L
F
3
0
"
S
T
O
R
M
INLET E2
STA 10+77.16
TBC EL = 5012.41
N = 1427896.94
E = 3117770.31
TBC EL = 5012.50
N = 1427880.80
E = 3117772.87
BIORETENTION
POND A1
DETENTION
POND A1
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.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.
N
KEYMAP COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 50'
1" = 5'4/12/20228:32:13 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.3X - STORM PLAN & PROFILES.DWGC3.3X - STORM PLAN & PROFILESKRBSDRC3.33
26STORM SEWER PLAN & PROFILELINE B, LINE C, LINE D, LINE E14
0 50'100'
SCALE: 1" = 50'
25'
NORTH
NORTHNORTH NORTH
#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836#125
SMOKEY DRIVE
COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
T
R
A
I
L
FOS
SIL
CREEK TRAILBNSF RAILROADNISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
FOSS
I
L
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 AVE
N
UE
FOSSIL 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 F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:32:29 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.00 - OVERALL GRADING PLAN.DWGC4.00 - OVERALL GRADING PLAN####C4.00
26OVERALL GRADING PLAN15
NORTH0 80'160'
SCALE: 1" = 80'
40'
9
0
.
3
0
PROPOSED SPOT ELEVATION:
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL3.13EXISTING 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.
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
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
PROPOSED IRRIGATION LINE
PROPOSED STORM OUTFALL
PROPOSED STORM LINE
UNDERGROUND WQ AREA
(POND C2)COLLEGE AVE (HWY 287)4.0:14.
0
:
1
4
.
0
:
1
4
.
0
:
1 4.3%5.2%3
.
2%5.0%5.5%5.1%4.3%2.9%
5.
8
%
3.2%
3.2%
2.8%2.0%2.3%2.0%2.6%COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
SLOPE EASEMENT
UNDERGROUND
DETENTION AREA
(POND C1)
4.
0
:
1
5.1
:
1
4.
0
:
1
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
VENUS AVE
N
UE
TRACT C
TRACT D
LOT 1
BLOCK 2
LOT 1
BLOCK 1
LOWER EXISTING GAS MAIN
2.1%
CHANNEL TO BE STABILIZED
(SEE EROSION CONTROL PLANS)
PROPOSED 14"x23" CULVERT
STRUCTURAL RETAINING WALLS
2.1%1.8%4
.
1
:
1
PROPOSED STORM LINE
PROPOSED STORM LINE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:32:48 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.10
26DETAILED GRADING PLAN - NORTH16
9
0
.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL3.13EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
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.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
NORTH0 40'80'
SCALE: 1" = 40'
20'
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
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
LOT 1
RISING SON
MANOR
SUBDIVISION
KIA DEALERSHIP
BUILDING
FFE = 5022.25 COLLEGE AVE (HWY 287)BIORETENTION
POND A2
DETENTION
POND A1
DETENTION
POND A1
BIORETENTION
POND A3
PROPOSED STORM LINE
PROPOSED IRRIGATION BYPASS LINE
PROPOSED IRRIGATION LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
POND OUTLET STRUCTURE
PROPOSED IRRIGATION LINE
EXISTING WETLANDS
(TO BE RELOCATED)VENUS AVENUE5.
8
%
3.2%
3.2%
2.8%2.0%2.3%2.2%2.0%2.3%
1.9%
2.3%
2.4%4.0%2.9%3.6%4.3%3.7%4.0%3.6%1.8%4.0%3.6%5.0%1.9%2.0%2.6%1.6%1.8%
2.6%4.8:1COLLEGE AVE (HWY 287)MILKY WAY DRIVE
MARS DRIVE#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
5.1
:
1
LOT 2
BLOCK 1
TRACT A
TRACT B
LOT 1
BLOCK 2
LOT 1
BLOCK 1
LOWER EXISTING GAS MAIN
LOWER AND/OR RELOCATE
EXISTING ELECTRIC
LOWER EXISTING GAS
AND ELECTRIC
2.1%
LANDSCAPE RETAINING
WALLS (TYP.)
LANDSCAPE RETAINING
WALLS (TYP.)
4
.
1
:
1 4.0:1STORM OUTFALL 3.2%RELOCATED WETLAND CHANNEL
2.0%
4.6%
PROPOSED WALL
PROPOSED UNDERDRAIN
PROPOSED CONCRETE FOREBAY
PROPOSED CONCRETE FOREBAY
PROPOSED CONCRETE FOREBAY
POND OUTLET STRUCTURE
4.2:1
4.6
:
1
4.0:14.9:14.
6
:
1
6.7:1
7.5:1
4.
2
:
1
4.3:1
4.2:1
4.9:1
4.2:1
5.8:1
4.5:14.6:1LANDSCAPE BERM
LANDSCAPE BERM
2.1%1.8%2.1%3.0%
2
.
0%3.8%3.3%PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 40'
1" = N/A
4/12/20228:32:52 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.11
26DETAILED GRADING PLAN - SOUTH17
9
0
.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL3.13EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
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.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
NORTH0 40'80'
SCALE: 1" = 40'
20'
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
4.2:1 5.8:13.
9
:
1
4
.
0
:
1
4.
0
:
1
4.
0
:
1
4
.
0
:
1
6.4%5.0%2.7%NISSAN DEALERSHIP
BUILDING
FFE = 5020.00 COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
VENUS AVE
N
UE
TRACT C
TRACT D
LOT 1
BLOCK 1
TURF REINFORCEMENT MAT OR
SCOURSTOP TO BE PLACED WITHIN CHANNEL
UNDERGROUND
DETENTION AREA
(SEE NOTE 12)
STRUCTURAL RETAINING WALLS
UNDERGROUND WQ
AREA (SEE NOTE 12)
HEADWALL AND LEVEL SPREADER
1" = 40'
1" = N/A
4/12/20228:33:09 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - DETAILED EROSION CONTROL PLANS.DWGC4.2X - DETAILED EROSION CONTROL PLANS####C4.20
26DETAILED EROSION CONTROL PLAN - NORTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
18
SWALE FLOWLINE
INLET
PROTECTION
ROCK SOCK
SEDIMENT
CONTROL LOG RIPRAP
CONCRETE
WASHOUT AREASILT FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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 LOCATION.
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 CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
4.REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.
NOTES
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY
EROSION CONTROL NOTES
VEHICLE
TRACKING
CONTROL
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
1.TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).
2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE
FINAL LANDSCAPE PLAN FOR DETAILS.
3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT
CONTROL CONSTRUCTION PLAN NOTES.
4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND
REVEGETATION 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 AS
APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS
NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE
WITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.
7.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD
ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'
AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE
NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT
TRAP.
8.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE
AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000
SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED
ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH
12-132.
9.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A
GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE
SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND
INSTALLATION METHOD AS SPECIFIED ON THE APPROVED
LANDSACPE PLANS.
10.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL
BE USED:
11.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND
SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.
12.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OF
THE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THE
POTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TO
CONSTRUCTION ACTIVITIES ON THE SITE.
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRENORTH040'80'
SCALE: 1" = 40'
20'
PROJECT:FORT COLLINS NISSAN-KIA
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS (if applicable)
CONSTRUCTION FENCE (if applicable)
ROCK SOCKS
CONCRETE WASHOUT AREA
(if applicable)
TEMPORARY SEEDING
INLET PROTECTION (EXIST. & PROP.)
1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.
MOBILIZATIONDEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
& STABILIZATIONPHASE OF CONSTRUCTION
EROSION CONTROL SEQUENCING
6.2:14.1:111.9%3.9:1
4.0:1
4.2:1 5.8:18.9%5.0%2.7%2.8
%
2.4
%
4.8:1
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
KIA DEALERSHIP
BUILDING
FFE = 5022.255011.
0
0
0
BIORETENTION POND A2
DETENTION POND A1 VENUS AVENUECOLLEGE AVE (HWY 287)LOT 2
BLOCK 1
TRACT A
TRACT B
LOT 1
BLOCK 2
LOT 1
BLOCK 1
PROPOSED WETLAND CHANNEL
(SEE NOTE 12)
4.0:1
6.9:1
4.
2
:
1
CONCRETE FOREBAY
PROPOSED WALL
SEDIMENT SHALL BE PREVENTED FROM
ENTERING CONSTRUCTED WETLANDS BY
USE OF SILT FENCE OR STRAW WATTLES
UNTIL LANDSCAPING IS ESTABLISHED
(ALSO REFER TO NOTE 12)
BIORETENTION
POND A3
DETENTION
POND A1
4.6:15.8:11" = 40'
1" = N/A
4/12/20228:33:13 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - DETAILED EROSION CONTROL PLANS.DWGC4.2X - DETAILED EROSION CONTROL PLANS####C4.21
26DETAILED EROSION CONTROL PLAN - SOUTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
19
SWALE FLOWLINE
INLET
PROTECTION
ROCK SOCK
SEDIMENT
CONTROL LOG RIPRAP
CONCRETE
WASHOUT AREASILT FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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 LOCATION.
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 CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
4.REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.
NOTES
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY
EROSION CONTROL NOTES
VEHICLE
TRACKING
CONTROL
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
1.TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).
2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE
FINAL LANDSCAPE PLAN FOR DETAILS.
3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENT
CONTROL CONSTRUCTION PLAN NOTES.
4.EROSION CONTROL PRACTICES, SITE PROTECTION, AND
REVEGETATION 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 AS
APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS
NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE
WITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.
7.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD
ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'
AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE
NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT
TRAP.
8.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE
AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000
SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED
ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH
12-132.
9.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A
GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE
SHALL BE SEEDED WITH THE APPROPRIATE SEED MIX AND
INSTALLATION METHOD AS SPECIFIED ON THE APPROVED
LANDSACPE PLANS.
10.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL
BE USED:
11.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUND
SURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.
12.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OF
THE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THE
POTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TO
CONSTRUCTION ACTIVITIES ON THE SITE.
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRE
NORTH0 40'80'
SCALE: 1" = 40'
20'
PROJECT:FORT COLLINS NISSAN-KIA
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS (if applicable)
CONSTRUCTION FENCE (if applicable)
ROCK SOCKS
CONCRETE WASHOUT AREA
(if applicable)
TEMPORARY SEEDING
INLET PROTECTION (EXIST. & PROP.)
1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.
MOBILIZATIONDEMOLITION
UTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL LANDSCAPING
& STABILIZATIONPHASE OF CONSTRUCTION
EROSION CONTROL SEQUENCING
LOT 29
+
5
0
1
0
+
0
0
1
1
+
0
0
12+
0
0
13+0014+0015+0016+0017+00
18+0
0
19+0020+0021+0022+00SEE SHEET
C5
.01MATCHLINE
N
8
9
°
1
4
'
1
6
"W
1
2
5
.
7
5
'
S45° 29' 18"W 377.91'S11° 45' 26"E 281.58'L=217.30'R
=275.0
0'
∆=45.27°L=2 7 4 .7 6 'R =2 7 5 .0 0 '∆=5 7 .2 5 °
COLLE
GE AVE (
H
WY 287)
NISSAN DEALERSHIP BUILDING
B
U
E
NO
D
R
I
V
E
150' R.O.W.
72' R.O.W.
50'
FL-FLVENUS AVENUE
VENUS AVENUESIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
SIGHT DISTANCE TRIANGLE
R250'R250'
R25' (TYP)
4985
4990
4995
5000
5005
5010
5015
5020
5025
4985
4990
4995
5000
5005
5010
5015
5020
5025
-2.50%
-2.00%1.75%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=9+50EG=5001.8FG=10+00EG=5002.6FG=5001.2510+50EG=5004.8FG=5001.7911+00EG=5003.4FG=5002.1111+50EG=5000.4FG=5001.6012+00EG=4997.9FG=5000.4112+50EG=4998.3FG=4999.1613+00EG=4998.4FG=4997.9113+50EG=4996.5FG=4997.0314+00EG=4993.8FG=4996.7814+50EG=4992.8FG=4997.1515+00EG=4994.4FG=4998.1415+50EG=4998.1FG=4999.7616+00EG=5001.3FG=5002.0116+50EG=5003.9FG=5004.7317+00EG=5007.4FG=5007.4817+50EG=5011.8FG=5010.2318+00 PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:33:29 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.00
26ROAD PLAN & PROFILE -VENUS AVENUE20NORT
H
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 C0.01 AND C0.02.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
18+0
0
19+00
20+00
21+00
22+00
23+00
24+0025+0025+46
MATCHLINESEE SHEET C5.00S
4
5
°
2
9
'
1
8
"W
3
7
7
.
9
1
'
S11° 45' 2
6
"
E
2
8
1
.
5
8
'
S03° 02' 37"E 90.42'
L=274.76'R=275.00'∆=57.25°
L =8 8 .2 1',R =5 8 0 .0 0 '
∆=8 .7 1°L=14 0.14',R =9 6 9.5 0 '
∆=8.2 8°MILKY WAY DRIVEMARS DRIVE
#5822
EXISTING
#5828
EXISTING
#5834
EXISTING #200EXISTING#206EXISTING#214EXISTING#218EXISTING#201EXISTING#5836
EXISTING
7
2
'
R
.O
.W
.
V
E
N
U
S
A
V
E
NU
E
VENUS A
V
E
N
U
E
VENUS AVENUE
SIGHT DISTANCE TRIANGLE
R250'R10' (TYP)
R10' (TYP)
R10' (TYP)
R10' (TYP)
R560'
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
-2.00%
-1.35%2.92
%
7.
5
4
%
3.39
%PVI STA = 22+05.29PVI ELEV = 5013.48PVI STA = 22+82.44PVI ELEV = 5012.43PVI STA = 24+61.36PVI ELEV = 5021.26220.0' VC
PVI STA: 19+51.42
PVI EL: 5018.55
AD: 7.50
K: 29.33
BCVS: 18+41.42BVCE: 5012.50ECVS: 20+61.42EVCE: 5016.3545.0' VC
PVI STA: 24+37.47
PVI EL: 5020.45
AD: 4.15
K: 10.84
BCVS: 24+14.97BVCE: 5018.75ECVS: 24+59.97EVCE: 5021.2175.0' VC
PVI STA: 23+61.86
PVI EL: 5014.75
AD: 4.62
K: 16.23
BCVS: 23+24.36BVCE: 5013.66ECVS: 23+99.36EVCE: 5017.58EG=5011.8FG=5010.2318+00EG=5016.2FG=5012.9618+50EG=5018.8FG=5015.1419+00EG=5019.7FG=5016.4719+50EG=5020.2FG=5016.9420+00EG=5018.1FG=5016.5620+50EG=5016.0FG=5015.5821+00EG=5014.0FG=5014.5821+50EG=5013.5FG=5013.5822+00EG=5012.6FG=5012.8722+50EG=5013.0FG=5012.9523+00EG=5014.7FG=5014.6123+50EG=5017.8FG=5017.6324+00EG=5020.8FG=5020.8324+50EG=FG=25+00EG=FG=25+50
SECTION OF EXISTING VENUS AVE.
TO BE MILLED & OVERLAID TO
EXISTING GRADES
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:33:33 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.01
26ROAD PLAN & PROFILE -VENUS AVENUE21
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 C0.01 AND C0.02.
NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
0 50'100'
SCALE: 1" = 50'
25'
℄10+00
4974
4976
4978
4980
4982
4984
4986
4988
4974
4976
4978
4980
4982
4984
4986
4988
0 20 40 60 800 ℄10+50
4976
4978
4980
4982
4984
4986
4988
4990
4976
4978
4980
4982
4984
4986
4988
4990
0 20 40 60 800 ℄11+00
4982
4984
4986
4988
4990
4992
4994
4996
4982
4984
4986
4988
4990
4992
4994
4996
0 20 40 60 800 ℄11+50
4984
4986
4988
4990
4992
4994
4996
4998
4984
4986
4988
4990
4992
4994
4996
4998
0 20 40 60 800 ℄12+00
4986
4988
4990
4992
4994
4996
4998
5000
4986
4988
4990
4992
4994
4996
4998
5000
0 20 40 60 800 ℄12+50
4990
4992
4994
4996
4998
5000
5002
5004
4990
4992
4994
4996
4998
5000
5002
5004
0 20 40 60 800 ℄13+00
4992
4994
4996
4998
5000
5002
5004
5006
4992
4994
4996
4998
5000
5002
5004
5006
0 20 40 60 800 ℄13+50
4994
4996
4998
5000
5002
5004
5006
5008
4994
4996
4998
5000
5002
5004
5006
5008
0 20 40 60 800 ℄14+00
4998
5000
5002
5004
5006
5008
5010
5012
4998
5000
5002
5004
5006
5008
5010
5012
0 20 40 60 800
℄14+50
5000
5002
5004
5006
5008
5010
5012
5014
5000
5002
5004
5006
5008
5010
5012
5014
0 20 40 60 800 ℄15+00
5002
5004
5006
5008
5010
5012
5014
5016
5002
5004
5006
5008
5010
5012
5014
5016
0 20 40 60 800 ℄15+50
5004
5006
5008
5010
5012
5014
5016
5018
5004
5006
5008
5010
5012
5014
5016
5018
0 20 40 60 800 ℄16+00
5006
5008
5010
5012
5014
5016
5018
5020
5006
5008
5010
5012
5014
5016
5018
5020
0 20 40 60 800 ℄16+50
5006
5008
5010
5012
5014
5016
5018
5020
5006
5008
5010
5012
5014
5016
5018
5020
0 20 40 60 800 ℄17+00
5008
5010
5012
5014
5016
5018
5020
5022
5008
5010
5012
5014
5016
5018
5020
5022
0 20 40 60 800 ℄17+50
5008
5010
5012
5014
5016
5018
5020
5022
5008
5010
5012
5014
5016
5018
5020
5022
0 20 40 60 800 ℄18+00
5008
5010
5012
5014
5016
5018
5020
5022
5008
5010
5012
5014
5016
5018
5020
5022
0 20 40 60 800 ℄18+50
5010
5012
5014
5016
5018
5020
5022
5024
5010
5012
5014
5016
5018
5020
5022
5024
0 20 40 60 800
℄19+00
5010
5012
5014
5016
5018
5020
5022
5024
5010
5012
5014
5016
5018
5020
5022
5024
0 20 40 60 800 ℄19+50
5010
5012
5014
5016
5018
5020
5022
5024
5010
5012
5014
5016
5018
5020
5022
5024
0 20 40 60 800 ℄20+00
5010
5012
5014
5016
5018
5020
5022
5024
5010
5012
5014
5016
5018
5020
5022
5024
0 20 40 60 800 ℄20+50
5010
5012
5014
5016
5018
5020
5022
5024
5010
5012
5014
5016
5018
5020
5022
5024
0 20 40 60 800 ℄21+00
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800 ℄21+50
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800 ℄22+00
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800 ℄22+50
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800
2.84%21.01%
2.52%
1.55%
2.31%
0.71%
2.20%
2.00%
2.37%
3.38
%
2.77%
2.00%
3.09
%11.47%
2.00%
2.93
%18.11%2.00%
2.04%2.04%24.76%2.00%
2.37%25.00%2.00%
2.98
%
2.00%
2.91
%25.00%2.00%
3.01
%25.00%2.00%
2.88
%25.00%2.00%
2.44%25.00%2.00%
2.12%23.59%2.00%
2.60%16.13%2.00%
2.82%8.66%
2.00%3.17
%3.56%
1.74%
1.58%
3.20
%
1.29%
2.87
%
1.97%3.09
%
2.00%
(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. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWCURB & GUTTER (TYP)
SIDEWALK (TYP)
PROPOSED
GROUND(TYP)
EXISTING
GROUND(TYP)
PAVEMENT (TYP)
16.59%
4.79%
4.82%
3.73%
2.82%
0.82%
25.00%
2.89%0.37%
0.54%
6.28%
2.73%0.77%
3.86%
10.61%12.12%13.07%6.19%10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+509+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00
COLLEGE AVE (US HWY 287)VENUS AVE
STA: 9+50.00
N: 1429195.28
E: 3118349.76
START ALIGNMENT
149.94' ROW
SMOKEY STBUENO DRSEE SHEETS CX.XX - CX.XX
FOR PROFILES
SIGHT DISTANCE TRIANGLE
NORTH ##########U21004
1" = 50'
1" = 5'4/12/20228:33:50 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.10
26COLLEGE AVE CROSS SECTIONS0 50'
SCALE: 1" = 50'
25'100'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN22
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.THE CONTRACTOR SHALL REFER TO SHEETS CX.XX-CX.XX FOR
INTERSECTION DETAILS.
6.ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
7.ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS.
NOTES
℄25+50
5016
5018
5020
5022
5024
5026
5028
5030
5016
5018
5020
5022
5024
5026
5028
5030
0 20 40 60 800 ℄26+00
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800℄23+00
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800 ℄23+50
5012
5014
5016
5018
5020
5022
5024
5026
5012
5014
5016
5018
5020
5022
5024
5026
0 20 40 60 800 ℄24+00
5014
5016
5018
5020
5022
5024
5026
5028
5014
5016
5018
5020
5022
5024
5026
5028
0 20 40 60 800 ℄24+50
5014
5016
5018
5020
5022
5024
5026
5028
5014
5016
5018
5020
5022
5024
5026
5028
0 20 40 60 800 ℄25+00
5014
5016
5018
5020
5022
5024
5026
5028
5014
5016
5018
5020
5022
5024
5026
5028
0 20 40 60 800
3.10
%
2.00%
2.88%
2.00%
3.09
%
2.00%
3.65
%14.28%2.00%
3.92
%20.19%2.00%
(1.2%)(3.1
%
)(1.4%)(4.0
%
)
(0.8%)(3.3
%
)
(1.3%)(3.7
%
)
(1.2%)(4.0
%
)
(6.
4
%
)(21.4%)(1.5%)(2.8%
)
(6.
0
%
)(6.3%)PROP. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWEX. ROWPROP. ROWCURB & GUTTER (TYP)
SIDEWALK (TYP)PAVEMENT (TYP)
PROPOSED
GROUND(TYP)
EXISTING
GROUND(TYP)
(3.6
%
)14+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00 149.94' ROW
SMOKEY STCOLLEGE AVE (US HWY 287)
STA: 27+00.00
N: 1427445.38
E: 3118336.13
END ALIGNMENT
SEE SHEETS CX.XX - CX.XX
FOR PROFILES
SIGHT DISTANCE TRIANGLE
NORTH ##########U21004
1" = 50'
1" = 5'4/12/20228:33:54 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.XX - COLLEGE AVE SECTIONS.DWGC5.XX - COLLEGE AVE SECTIONS####C5.11
26COLLEGE AVE CROSS SECTIONS0 50'
SCALE: 1" = 50'
25'100'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN23
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.THE CONTRACTOR SHALL REFER TO SHEETS CX.XX-CX.XX FOR
INTERSECTION DETAILS.
6.ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER
COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE
ADDITIONAL NOTES ON SHEET C0.01.
7.ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE
CONSTRUCTED PER CDOT STANDARDS.
NOTES
SMOKEY
DRIVECOLLEGE AVE (HWY 287)VENUS AVEDETENTION POND A1
BIORETENTION
POND A2
NISSAN DEALERSHIP BUILDINGPUBLI
C
R
O
W
DETENTION
POND A1
FOSSI
L
C
R
E
E
K
A
7.98
B
3.50
C
4.41
D
0.45
F
LOODP
LA
IN
CROSS
SEC
T
ION
#
3
1
3
3
8
1
0
0
-YEAR
F
LOOD
E
LEVAT
ION
-
4
9
5
2
.
2
0
(NGVD
2
9
)
4
9
5
5
.
4
1
(NAVD
8
8
)
LA
N
G
G
U
L
C
H
NATURAL
HABITAT
BUFFER ZONE
72' ROW
PROPOSED
STORM (TYP.)
POND A1 OUTLET STRUCTURE
UNDERGROUND
WQ & DETENTION
(POND C1)
REROUTED IRRIGATION LINE
(LOUDON DITCH CO.)
72' ROW
E
2.08
BUENO
DRIVE
SKYVIEW SUBDIVISION
ZONED RL
SILVERTHORN LLC
ZONED MMN
RISING SUN
MINOR SUB
ZONED CG
SSTM INVESTMENTS LLC
ZONED CG
REDTAIL PONDS NATURAL AREA
ZONED POLBNSF RAILWAYKIA DEALERSHIP BUILDING
EXISTING
BUILDING
ROCK OUTCROPPING LIMITS
OS1
3.27
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
EXISTING WETLANDSFLOODPLAIN CROSS SECTION #1999100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)4986.66 (NAVD 88)FLOODPLAIN CROSS SECTION #2000100-YEAR FLOOD ELEVATION -4983.46 (NGVD 29)4986.67 (NAVD 88)LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVE#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT C
TRACT D
FLOODPLAIN CROSS
SECT
ION
#31971100-YEAR FLOOD
ELEVAT
ION
-4954.00 (NGVD 29)4957.21
(NAVD
88)
OS2
6.36
FOSSIL CREEK TRAIL CULVERT
EXISTING Q100 = 30.7 CFS
PROPOSED Q100 = 23.15 CFS
WETLANDS RESTORATION AREA
0.070 ACRES AT BOTTOM OF POND
BIORETENTION
POND A3
EROSION BUFFER LIMITS FLOODPLAIN CROSS SECTION #32338100-YEAR FLOOD ELEVATION -4957.60 (NGVD 29)4960.81 (NAVD 88)FLOODPLAIN CROSS SECTION #32494100-YEAR FLOOD ELEVATION -4958.60 (NGVD 29)4961.81 (NAVD 88)FLOOD
P
L
A
I
N
C
R
O
S
S
S
E
C
T
I
O
N
#
1
1
4
5
100-YEA
R
F
L
O
O
D
E
L
E
V
A
T
I
O
N
-
4983.42
(
N
G
V
D
2
9
)
4986.63
(
N
A
V
D
8
8
)
F
L
O
O
D
P
L
A
I
N
C
R
O
S
S
S
E
C
T
I
O
N
#
2
3
0
4
1
0
0
-
Y
E
A
R
F
L
O
O
D
E
L
E
V
A
T
I
O
N
-
4
9
8
3
.
4
6
(
N
G
V
D
2
9
)
4
9
8
6
.
6
7
(
N
A
V
D
8
8
)
TURF REINFORCEMENT MATTING
UNDERGROUND
WQ (POND C2)
PROPOSED STORM SEWER (TYP.)
LANG GULCH OUTFALL
POND A1 RELEASE = 2.58 CFS
U21004
1" = 80'
1" = N/ANORTH
4/12/20228:34:10 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.00 - OVERALL DRAINAGE PLAN.DWGC6.00 - OVERALL DRAINAGE PLANKRBJRSOVERALL DRAINAGE PLAN0 80'160'
SCALE: 1" = 80'
40'PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY
XX.X
X BASIN DESIGNATION
BASIN AREA (ACRE)
PROPOSED BASIN
PROPOSED BASIN LINE
1.REFER TO SHEETS C6.01-C6.02 FOR DETAILED DRAINAGE PLANS.
NOTES
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
C6.00
2624
COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
VENUS AVE
N
UE
A5
0.43 0.95
1.00
A11
0.31 0.79
0.99
A13
0.45 0.95
1.00
B4
0.38 0.89
1.00
B6
0.22 0.68
0.85
B7
0.30 0.79
0.98
C1
0.61 0.84
1.00
C2
0.83 0.66
0.82
C3
2.73 0.89
1.00
C4
0.38 0.95
1.00
E1
2.12 0.79
0.99
F
LOODP
LA
IN
CROSS
SECT
ION
#
3
1
3
3
8
1
0
0
-YEAR
F
LOOD
E
LEVA
T
ION
-
4
9
5
2
.
2
0
(NGVD
2
9
)
4
9
5
5
.
4
1
(NAVD
8
8
)FLOODPLAIN
CROSS
SECT
ION
#31971100-YEAR FLOOD
ELEVAT
ION
-4954.00 (NGVD 29)4957.21 (NAVD
88)
TRACT C
TRACT D
LOT 1
BLOCK 2
LOT 1
BLOCK 1
OS2
6.36 0.25
0.31
FOSSIL CREEK TRAIL CULVERT
EXISTING Q100 = 31.74 CFS
PROPOSED Q100 = 24.32 CFS
C
C
UNDERGROUND
POND C1FOSSIL CREEKUNDERGROUND WATER
QUALITY TREATMENT POND C2
(SEE DRAINAGE REPORT)
NISSAN DEALERSHIP
BUILDING
1" = 40'
1" = N/A
4/12/20228:34:26 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.01
26DETAILED DRAINAGE PLAN - NORTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
25
X.XX
X.XXXX.X
X BASIN DESIGNATION
BASIN AREA (ACRE)
5 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
DESIGN POINT
FLOW DIRECTION
DP
D1
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
1.REFER TO SHEET C6.00 FOR THE OVERALL DRAINAGE PLAN.
NOTES
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
BIORETENTION POND A2
DETENTION POND A1
BIORETENTION
VENUS AVENUECOLLEGE AVE (HWY 287)MILKY WAY DRIVE
MARS DRIVE#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#201
EXISTING#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
LOT 1
RISING SON
MANOR
SUBDIVISION
A1
0.95 0.25
0.31
A2
0.57 0.25
0.31
A3
0.49 0.76
0.95
A4
0.56 0.69
0.86
A5
0.43 0.95
1.00
A6
0.20 0.71
0.88
A7
0.45 0.76
0.95
A8
0.11 0.95
1.00
A9
0.14 0.95
1.00
A10
0.68 0.74
0.93
A11
0.31 0.79
0.99
A12
0.54 0.84
1.00
A13
0.45 0.95
1.00
A14
0.63 0.80
1.00
A15
0.62 0.92
1.00
A16
0.77 0.95
1.00
B1
0.46 0.25
0.31
B3
1.10 0.74
0.93
B5
0.54 0.85
1.00
B6
0.22 0.68
0.85
B7
0.30 0.79
0.98
OS1
3.27 0.55
0.69
D1
0.49 0.72
0.90
POND A3
LOT 2
BLOCK 1
TRACT A
TRACT B
LOT 1
BLOCK 2
DETENTION
POND A1
B2
0.48 0.25
0.31
NISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
WSEL = 5010.00
WQ WSEL = 5010.00
WQ WSEL = 5007.40
WSEL = 5010.00
1" = 40'
1" = N/A
4/12/20228:34:30 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.02
26DETAILED DRAINAGE PLAN - SOUTHPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, 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 #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
26
X.XX
X.XXXX.X
X BASIN DESIGNATION
BASIN AREA (ACRE)
5 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
DESIGN POINT
FLOW DIRECTION
DP
D1
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
1.REFER TO SHEET C6.00 FOR THE OVERALL DRAINAGE PLAN.
NOTES
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