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HomeMy WebLinkAboutPlans - Site Plan - 10/29/2025PROJECT SITE W DRAKE RD S C O L L E G E A V E COLUMBIA RD BA Y R D W DRAKE RD HA R V A R D S T YA L E A V E TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY R CO V E R S H E E T C0.0 1 OF 20 BASIS OF BEARINGS LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL:(970) 822-7911 CONTACT: EMILY SHAUGHNESSY, P.L.A. CONTACTS FIELD SURVEY BY: BENCHMARK GEOTECHNICAL REPORT BY: CTL|THOMPSON, INC. GEOTECHNICAL INVESTIGATION REPORT EDISON AT UNIVERSITY PLAZA CTL|T PROJECT NO. FC11,735.000-125-R1 DATE: OCTOBER 28, 2025 NORTHERN ENGINEERING SERVICES, INC. 301 N. HOWES STREET, SUITE 100 FORT COLLINS, CO 80521 PHONE: (970) 221-4158 CONTACT: ROBERT TESSELY PROJECT NO. 140-004 DATE: OCTOBER 15, 2021 City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: PARCEL A AND B, AND TRACT B, REPLAT NO. 1 OF UNIVERSITY SHOPPING CENTER, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (2203, 2211, & N/A SOUTH COLLEGE AVENUE) PRELIMINARY UTILITY PLANS FOR EDISON AT UNIVERSITY PLAZA OCTOBER 2025 SHEET INDEX SHEET NUMBER SHEET DESCRIPTION SHEET TITLE C0.0 1 COVER SHEET C0.1 2 GENERAL NOTES C0.2 3 EROSION CONTROL NOTES C1.0 4 EXISTING CONDITION AND DEMO PLAN C2.0 5 OVERALL PAVING & SIGNAGE PLAN C2.1 - C2.3 6 - 8 PAVING & SIGNAGE C3.0 9 OVERALL GRADING PLAN C3.1 - C3.3 10 - 12 GRADING PLAN C4.0 13 OVERALL UTILITY PLAN C4.1 - C4.3 14 - 16 UTILITY PLAN C5.0 17 INITIAL EROSION CONTROL PLAN C5.1 18 INTERIM EROSION CONTROL PLAN C5.2 19 FINAL EROSION CONTROL PLAN C6.0 20 PROPOSED DRAINAGE EXHIBIT THE BASIS OF BEARINGS IS THE EAST LINE OF PARCEL A, REPLAT NO. 1 OF UNIVERSITY SHOPPING CENTER, MEASURED AS BEARING SOUTH 00°23'39" WEST, AND MONUMENTED AS SHOWN ON DRAWING. PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK NO. 21-92 NORTHWEST CORNER OF WEST DRAKE ROAD AND RESEARCH BLVD., ON A POWER TOWER BASE. ELEVATION: 5042.84 CITY OF FORT COLLINS BENCHMARK NO. 41-97 APPROXIMATELY 100 FEET WEST OF THE INTERSECT IN OF CENTER AVE. AND RESEARCH BLVD., ON THE WEST END OF THE SOUTH HEADWALL ON CENTER AVE. ELEVATION: 5051.76 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 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 - 3.18'. CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 CONTACT: ANDY REESE SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 DENVER, CO 80111 TEL:(720) 464-1877 CONTACT: JEREMY FELDER TRAFFIC OPERATIONS: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 GREENWOOD VILLAGE, CO 80111 TEL:(720) 943-9962 CONTACT: ERICK BERRY, P.E. VICINITY MAP SCALE: 1" = 300' NORTH OWNER/DEVELOPER: QUADRANT PROPERTIES 981 SOUTHPARK DRIVE LITTLETON, CO 80120 TEL:(303) 807-5771 CONTACT: ROBERT TURNER ARCHITECT: STUDIO 785 7433 AVONDALE PARK BARNHART, MO 63012 TEL: (636) 751-4798 CONTACT: CHUCK REITZEL FLOODPLAIN NOTE: ACCORDING TO FIRM PANEL 08069C0987G FOR LARIMER COUNTY, EFFECTIVE DATE 05/02/2012, THIS TRACT LIES WITHIN A FEMA DESIGNATED AREA OF MINIMAL FLOOD HAZARD ZONE (ZONE X). DISCLAIMER STATEMENT THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. CERTIFICATION STATEMENT 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. PARCEL A & B AND TRACT B, REPLAT NO. 1 OF THE UNIVERSITY SHOPPING CENTER, EXCEPTING THEREFROM THAT PORTION DEED TO THE CITY OF FORT COLLINS IN SPECIAL WARRANTY DEED RECORDED MAY 18, 2012 AT RECEPTION NO. 32621, COUNTY OF LARIMER, STATE OF COLORADO. LEGAL DESCRIPTION TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY R GE N E R A L N O T E S C0.1 2 OF 20 CITY OF FORT COLLINS 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 CONTRACTOR 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 LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-2 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 CONTRACTOR 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 CONTRACTOR 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 IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET 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.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. 18.THE LOCAL ENTITY 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. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-3 19.ALL RECOMMENDATIONS FROM THE FINAL DRAINAGE REPORT - EDISON AT UNIVERSITY PLAZA BY KIMLEY-HORN AND ASSOCIATES, INC. 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 CONTRACTOR 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 ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 24.THE CONTRACTOR 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 GEOTECHNICAL ENGINEER 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 LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-4 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 CONTRACTOR 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 CONTRACTOR 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. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-5 38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. 39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE LOCAL ENTITY ENGINEER. 40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION SHALL BE AS FOLLOWS: PROJECT DATUM: NAVD88 BENCHMARK NO. 21-92 NORTHWEST CORNER OF WEST DRAKE ROAD AND RESEARCH BLVD., ON A POWER TOWER BASE ELEVATION: 5042.84 BENCHMARK NO. 41-97 APPROXIMATELY 100 FEET WEST OF THE INTERSECT IN OF CENTER AVE. AND RESEARCH BLVD., ON THE WEST END OF THE SOUTH HEADWALL ON CENTER AVE. ELEVATION: 5051.76 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 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 - 3.18'. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, WITH THE CENTER QUARTER CORNER OF SAID SECTION 4 BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193 AND THE EAST CORNER BEING MONUMENTED BY A #6 REBAR WITH A 2-1/2" ALUMINUM CAP IN MONUMENT BOX, LS 33193, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41.ALL STATIONING IS BASED ON FLOWLINE 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. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-6 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: N/A. 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: N/A GRADING AND EROSION CONTROL NOTES 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTSOF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN FOURTEEN (14) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY OF LOVELAND. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-2 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE CITY OF FORT COLLINS OR HOMEOWNERS ASSOCIATION (HOA). 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-3 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (LOVELAND GMA & CITY LIMITS ONLY). (A.) BELOW ALL GUTTER DOWNSPOUTS. (B.) OUT TO DRAINAGE SWALES. (C.) ALONG LOT PERIMETER. (D.) OTHER LOCATIONS, IF NEEDED. 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY OF FORT COLLINS. 17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHENEVER IT IS NECESSARY FOR CONSTRUCTION EQUIPMENT INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS, I.E., STONE, DIRT, ETC., SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILE(S), STAGING AREA(S), CONSTRUCTION MATERIAL(S), CONCRETE WASHOUT AREA(S) AND/OR BUILDING SITE(S). 18.CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN IN THESE PLANS SHALL BE PERFORMED BY A STATE OF COLORADO LICENSED LAND SURVEYOR. THE CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED AS-BUILT SURVEY OF UTILITIES AND SITE IMPROVEMENTS IN PDF AND AUTOCAD FORMAT PRIOR TO FINAL CLOSEOUT OF THE PROJECT. STREET IMPROVEMENT 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 LOVELAND. 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.FT. COLLINS ONLY. 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. LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-4 ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS 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 M.U.T.C.D. (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 ¼ 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 THAT 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 PREFORMED IN THE PRESENCE OF AN INSPECTOR. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES SHALL BE LATEX PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.LATEX PAINT 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 LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY 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 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). 15.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. 16.CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. 17.NO “RESET” ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. 18.ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT WITH THE LCUASS CRITERIA. STORM DRAINAGE NOTES 1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE REPORT - EDISON AT UNIVERSITY PLAZA BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE FOLLOWED AND IMPLEMENTED. 3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL - APPENDIX F CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES. WATER NOTE 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. UNKNOWN SUBSURFACE PROTOCOLS THESE PLANS DISPLAY SUBSURFACE INFORMATION PROVIDED BY OTHERS. REASONABLE EFFORTS HAVE BEEN MADE TO VERIFY THIS INFORMATION AND ACCOUNT FOR IT IN THE ENGINEERING DESIGN, HOWEVER IT IS POSSIBLE, IF NOT LIKELY, THAT UNKNOWN SUBSURFACE CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THESE CONDITIONS MAY HAVE COST AND SCHEDULE IMPLICATIONS TO THE PROJECT. PRIOR TO FINALIZING CONTRACT TERMS, IT IS RECOMMENDED THAT THE OWNER AND GENERAL CONTRACTOR FORMULATE A STRATEGY FOR DEALING WITH THESE SITUATIONS SHOULD THEY ARISE. THE ARCHITECT, ENGINEER(S) AND CONSTRUCTION SURVEYOR SHALL BE MADE AWARE OF ANY PROTOCOLS PUT IN PLACE BY THE OWNER AND GENERAL CONTRACTOR PRIOR TO STARTING CONSTRUCTION. ABBREVIATIONS CF = CONSTRUCTION FENCE CO = CLEANOUT CWA = CONCRETE WASHOUT AREA EV = ELECTRIC VEHICLE ELCO = EAST LARIMER COUNTY (WATER DISTRICT) FFE = FINISHED FLOOR ELEVATIONS FG = FINISHED GRADE FL = FLOWLINE LOC = LIMITS OF CONSTRUCTION ME = MATCH EXISTING MH = MANHOLE MJ = MECHANICAL JOINT RS = ROCK SOCK SF = SILT FENCE SP = TEMPORARY SOIL STOCKPILE SS = SANITARY SEWER SSA = STABILIZED STAGING AREA VTC = VEHICLE TRACKING CONTROL TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY R ER O S I O N C O N T R O L N O T E S C0.2 3 OF 20 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, ANOTHER TEMPORARY 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 THE CITY 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 AND PER CITY OF FORT COLLINS STANDARDS 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 OR THE EROSION CONTROL 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. 1.DESPITE EVERYONE'S BEST EFFORTS, IT IS IMPOSSIBLE TO FULLY DISPLAY SUBSURFACE INFORMATION PRIOR TO EXCAVATION. THIS IS ESPECIALLY TRUE IN AREAS OF INFILL AND REDEVELOPMENT. UNKNOWN SUBSURFACE CONDITIONS CAN HAVE COST AND SCHEDULE IMPLICATIONS. PRIOR TO FINALIZING CONTRACT TERMS, IT IS STRONGLY RECOMMENDED THAT THE OWNER AND GENERAL CONTRACTOR HAVE A CANDID DISCUSSION TO FORMULATE A STRATEGY FOR DEALING WITH SUCH CIRCUMSTANCES WHEN THEY ARISE. THE PROCESS AND PROCURES SHOULD BE IN PLACE PRIOR TO EXCAVATION. ALLOWANCES AND CONTINGENCIES CAN ADDRESS THE COST IMPLICATIONS, BUT ADDITIONAL MEASURES ARE REQUIRED TO DEAL WITH SCHEDULING AND FACTORS IMPACTING SEQUENCE OF WORK. THE ARCHITECT, ENGINEER(S), AND CONSTRUCTION SURVEYOR SHOULD BE MADE AWARE OF THE PROTOCOL FOR DEALING WITH SUCH UNKNOWN SUBSURFACE CONDITIONS PRIOR TO STARTING WORK. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) INFILL AND REDEVELOPMENT NOTE //////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////// / / / ////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / ///////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////// ///////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////// ///////////// /////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////// / / / / / / / / ///////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / ////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////// / / / / //////////////////////////////////////// / / / / / / / / / / / / / / / / GGG F.O. C G ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR E E E E E E E CONTROL IRR V.P. VAULT ELEC T ELEC F.O. HYD G G G SS SS SS SS SS SS SS SS CT V CT V CT V CT V G G HYD HYD S C GGGGGG ELEC ELEC ELEC BRKR ELEC BRKR ELEC BRKR ELEC ELEC ELEC EEE EE FDC FDC ELEC ELEC BRKR ELEC BRKR ELEC BRKR E C.O. C.O. FDC C.O. FDC H2O C.O. W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC W CS W C S HYD ELEC S SS S CT V CTV CTV CTV CTV E E E E CTVCTVCTV CTV CTV CTV EEEE E E E E E E E E E E E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V W WW W W W W W W W W W W W W W W W W W W W W W W W W W W CTVCTVCTV E E E E E E E E E E E CTVCTVCT V CT V CT V CT V CT V E E EEE G G G G G G G G E E E E E E E E E E E W WW W W W W W W W W W E E E E E E E E E E E E E E E E E E CT V CTVCTVCTV FO FO FO FO FO CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E E E CT V CT V CT V CT V FO FO FO CT V CT V CT V CT V CTVCTV CTV CTV CTV G G G G G G GGGG G G G G GGGGGGG E E E E EEEEE E G G G G G G CT V E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. C.O. D D D D C.O. D DD D D /////// MCDONALD CORPORATION FIRST BANK OF NORTHERN COLORADO PARCEL A GKT UNIVERSITY PLAZA LLC SOUTH COLLEGE SHOPS LLC CO L L E G E A V E . EXISTING TREE TO BE REMOVED (TYP.) EXISTING STRIPING TO BE REMOVED (TYP.) EXISTING STORM PIPES TO BE REMOVED EXISTING STORM PIPES TO BE REMOVED EXISTING BOLLARD TO BE REMOVED (TYP.) EXISTING STORM PIPE TO BE REMOVED EXISTING CONCRETE PAN TO BE REMOVED EXISTING FIRE HYDRANT TO BE REMOVED EXISTING WATER METERS TO BE REMOVED EXISTING ELECTRICAL LINE TO BE REMOVED EXISTING STORM INLET TO BE REMOVED EXISTING STORM INLET TO BE REMOVED EXISTING CABLE LINES TO BE REMOVED EXISTING GAS LINES TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING WATER LINES TO BE REMOVED EXISTING ELECTRICAL LINE TO BE REMOVED EXISTING CABLE LINE TO BE REMOVED EXISTING SIGN TO BE REMOVED (TYP.) EXISTING CONCRETE PAD TO BE REMOVED EXISTING GAS LINE TO BE REMOVED EXISTING CURB STOP TO BE REMOVED (TYP.) EXISTING CLEAN OUT TO BE REMOVED (TYP.) EXISTING CABLE LINES TO BE RELOCATED EXISTING STORM INLET TO BE REMOVED EXISTING CABLE LINE TO BE RELOCATED EXISTING FIBER OPTIC TO BE RELOCATED EXISTING ELECTRICAL LINE TO BE RELOCATED EXISTING FIBER OPTIC VAULT TO BE RELOCATED EXISTING WATER VALVE TO BE REMOVED EXISTING STORM MANHOLE TO BE REMOVED EXISTING ELECTRICAL LINE TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED EXISTING WATER LINES TO BE REMOVED EXISTING BREAKER BOX TO BE REMOVED (TYP.) EXISTING ELECTRICAL BOX TO BE REMOVED (TYP.) EXISTING GAS METERS TO BE REMOVED EXISTING CABLE LINE TO BE REMOVED EXISTING STORM PIPES TO BE REMOVED EXISTING STORM INLET TO BE REMOVED EXISTING STORM PIPE TO BE REMOVED EXISTING LIGHT POLE TO BE REMOVED EXISTING STORM MANHOLE TO REMAIN EXISTING STORM MANHOLE TO BE REMOVED EXISTING WATER LINE TO REMAIN EXISTING ELECTRICAL METER TO BE REMOVED EXISTING ELECTRICAL METERS TO BE REMOVED EXISTING WATER VALVE TO BE REMOVED EXISTING WATER VALVE TO BE REMOVED EXISTING STORM PIPES TO BE REMOVED EXISTING STORM PIPE TO BE REMOVED EXISTING STORM MANHOLE TO REMAIN EXISTING STORM PIPE TO REMAIN EXISTING WATER VALVE TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CONCRETE PAN TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING STORM MANHOLE TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING CABLE LINES TO BE REMOVED EXISTING ELECTRICAL LINES TO BE REMOVED REMOVE SIGN AND SALVAGE FOR REUSE EXISTING STORM PIPE TO BE REMOVED EXISTING CONCRETE PADS TO BE REMOVED EXISTING CONCRETE PAD TO BE REMOVED EXISTING CONCRETE PAD TO BE REMOVED EXISTING CONCRETE WALK TO BE REMOVED EXISTING CONCRETE WALK TO BE REMOVED EXISTING CONCRETE WALK TO BE REMOVED EXISTING DRAINAGE EASEMENT TO BE VACATED EX. 20' WATER EASEMENT TO BE VACATED EX. 25' WATER & GAS EASEMENT TO BE VACATED EX.15' DRAINAGE EASEMENT TO BE VACATED EX. 10' GAS LINE EASEMENT TO BE VACATED EXISTING DRAINAGE EASEMENT TO BE VACATED EXISTING DRAINAGE EASEMENT TO BE VACATED EX. 10' GAS LINE EASEMENT TO BE VACATED EX. 20' WATER EASEMENT EX. BICYCLE PEDESTRIAN ACCESS EASEMENT (WIDTH VARIES) EX. 5' UTILITY EASEMENT EX. 20' UTILITY EASEMENT EX. 5' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 30' SANITARY SEWER EASEMENT EX. 10' GAS EASEMENT SOUTH COLLEGE SHOPS LLC REPLAT NO. 1 OF THE UNIVERSITY SHOPPING CENTER PROPERTY LINE LEGEND CTV E E G G SS W EXISTING EASEMENT EXISTING CABLE LINE EXISTING ELECTRICAL LINE EXISTING ELECTRICAL LINE TO BE REMOVED EXISTING NATURAL GAS LINE EXISTING NATURAL GAS LINE TO BE REMOVED EXISTING SANITARY SEWER LINE EXISTING WATER LINE TO BE REMOVED EXISTING CONCRETE PAVEMENT TO BE REMOVED NOTES: EXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED EXISTING STORM LINE EXISTING ELECTRIC AND CABLE BOXES C EXISTING SIGN EXISTING SIGN TO BE REMOVED EXISTING BOLLARD EXISTING BOLLARD TO BE REMOVED EXISTING LOT LINE EXISTING ELECTRIC AND CABLE BOXES TO BE REMOVEDC COM EXISTING CABLE LINE TO BE REMOVED W EXISTING WATER LINE 1.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL INSPECT AND BECOME FAMILIAR WITH THE SITE CONDITIONS AND REQUIRED DEMOLITION PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR SHALL REVIEW PLANS AND FIELD VERIFY THE LIMITS OF DEMOLITION. ALL EXISTING UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. 3.ALL MATERIAL REMOVAL AND SALVAGE SHALL BE COORDINATED WITH THE OWNER. SALVAGE RIGHTS SHALL BE GRANTED TO THE OWNER FIRST. SHOULD THE OWNER REFUSE SALVAGE RIGHTS RELATED TO MATERIALS BEING REMOVED OR DEMOLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE THESE ITEMS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. 4.THE CONTRACTOR SHALL REMOVE ALL EXISTING PAVEMENT, SIDEWALK, AND CURB AND GUTTER WITHIN THE PROJECT LIMITS OF CONSTRUCTION AND AS IDENTIFIED ON THIS PLAN. 5.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS APPROVED BY THE CITY OF FORT COLLINS AND CONSTRUCTION MANAGER. 6.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW FACILITIES. SIGNAGE SHALL BE POSTED TO DIRECT THE PUBLIC TO THE PATH OF TRAVEL. SIDEWALK ALONG THE RIGHT-OF-WAY IS NOT ANTICIPATED TO BE IMPACTED WITH THIS CONSTRUCTION. IF NEEDED, CONTRACTOR SHALL COORDINATE CLOSURE WITH CITY OF FORT COLLINS AND RIGHT-OF-WAY INSPECTOR. 7.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 8.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING, IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 9.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 10.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 11.LIMITS OF STREET REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STANDARDS. 12.CONTRACTOR TO REFER TO THE INITIAL EROSION CONTROL PLAN FOR THE TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION BEFORE COMMENCING ANY DEMOLITION WORK. 13.CONTRACTOR TO ENSURE THE ADJACENT BUILDING(S) NORMAL OPERATIONS ARE MAINTAINED THROUGHOUT CONSTRUCTION OF THE PROJECT. ELECE W HYD T VAULT CABLE ELECET VAULT CABLE EXISTING WATER METER TO BE REMOVED EXISTING FIRE HYDRANT HYD EXISTING FIRE HYDRANT TO BE REMOVED EXISTING LIGHT EXISTING LIGHT TO BE REMOVED //////////////////////////////////////// //////////////////////////////////////// //////////////////////////////////////// //////////////////////////////////////// EXISTING CURB AND GUTTER TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING ASPHALT PAVEMENT TO BE REMOVED TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - D E M O . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH EX I S T I N G C O N D I T I O N A N D D E M O P L A N C1.0 4 OF 20 G CONTROL IRR V.P. HYD G G G HYD FDC H2O W CONTROL IRR CONTROL IRRHYD C.O. C.O. T > > > > X X XX X X MCDONALD CORPORATION SOUTH COLLEGE SHOPS LLC CO L L E G E A V E . OUTDOOR COURTYARD POOL AMENITY FIRST BANK OF NORTHERN COLORADO PARCEL A GKT UNIVERSITY PLAZA LLC SOUTH COLLEGE SHOPS LLC LOT 2 4.72 AC LOT 1 10.17 AC KEY MAP N.T.S. S C O L L E G E A V E PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED EASEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED SIGN 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 6.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. 10.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 11.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 12.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 13.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 14.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. 15.CONTRACTOR TO ENSURE THE ADJACENT BUILDING(S) NORMAL OPERATIONS ARE MAINTAINED THROUGHOUT CONSTRUCTION OF THE PROJECT. NOTES: LOT LINE R1-1 R8-31A W11-15 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - S I T E . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH OV E R A L L P A V I N G & S I G N A G E P L A N C2.0 5 OF 20 C2.1 C2.3 C2.2 T > > > > > > > > TRASH ENCLOSURE 26' FL-FL 26' FL-FL 24' FL-FL 18' FL-FL 16' FL-FL 16' FL-FL TRANSFORMER 18" CURB AND GUTTER (TYP.) 17' TYP.26'17' TYP. 9' TYP. 17' TYP.26'17' TYP. 9' TYP. 17' TYP. 9' TYP. 17' TYP. 9' TYP. PROPOSED ACCESSIBILITY SIGNS OUTDOOR COURTYARD PROPOSED ACCESSIBILITY SIGNS DRAINAGE EASEMENT (WIDTH VARIES) 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. 20' WATER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 12' ACCESS EASEMENT 6' ELECTRIC EASEMENT 12' ACCESS EASEMENT ELECTRIC EASEMENT 20' DRAINAGE EASEMENT WATER QUALITY POND RETAINING WALL, 4' MAX 6' SIDEWALK 6' S I D E W A L K 10 ' S I D E W A L K 5' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWALK BIKE PARKING SI D E W A L K W I D T H V A R I E S 9' S I D E W A L K PARCEL A GKT UNIVERSITY PLAZA LLC BIKE PARKING BIKE PARKING 20' WATER EASEMENT TREE GRATE (TYP.) 5' SIDEWALK 5' SIDEWALK BIKE PARKING (TYP.) KEY MAP N.T.S. S C O L L E G E A V E PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED EASEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED SIGN 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 6.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. 10.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 11.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 12.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 13.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 14.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. 15.CONTRACTOR TO ENSURE THE ADJACENT BUILDING(S) NORMAL OPERATIONS ARE MAINTAINED THROUGHOUT CONSTRUCTION OF THE PROJECT. NOTES: LOT LINE R1-1 R8-31A W11-15 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - S I T E - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH PA V I N G & S I G N A G E C2.1 6 OF 20 SEE SHEET C2.2 SE E S H E E T C2 . 3 C2.1 C2.3 C2.2 X X X X X X XXXX X X X X X X GGGGGG G GGG TRASH ENCLOSURE 26' FL-FL 24' FL-FL 24' FL-FL 26' FL-FL 29' FL-FL 16' FL-FL 16' FL-FL 18" CURB AND GUTTER (TYP.) PROPOSED STAIRS PROPOSED STAIRS PROPOSED ACCESSIBILITY SIGNS 17' TYP.26'17' TYP. 9' TYP. 17' TYP.26'17' TYP. 9' TYP. 17' TYP. 24' 17' TYP. 9' TYP. 17' TYP. 24' 17' TYP. 9' TYP. 17' TYP. 9' TYP. 17' TYP. 9' TYP. 24' 17' TYP. POOL AMENITY DRAINAGE EASEMENT (WIDTH VARIES) 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 24' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. BICYCLE PEDESTRIAN ACCESS EASEMENT (WIDTH VARIES) 20' WATER EASEMENT 6' GAS EASEMENT 6' GAS EASEMENT 12' ACCESS EASEMENT 12' ACCESS EASEMENT 24' ACCESS EASEMENT ACCESS EASEMENT (WIDTH VARIES) 5' SIDEWALK 6' SIDEWALK 5' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 5' S I D E W A L K SI D E W A L K W I D T H V A R I E S 10 ' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 9' S I D E W A L K BIKE PARKING (TYP.) SOUTH COLLEGE SHOPS LLC 2' PAN BIKE PARKING 5' SIDEWALK 5' SIDEWALK TREE GRATE (TYP.) BIKE PARKING (TYP.) KEY MAP N.T.S. S C O L L E G E A V E PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED EASEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED SIGN 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 6.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. 10.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 11.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 12.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 13.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 14.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. 15.CONTRACTOR TO ENSURE THE ADJACENT BUILDING(S) NORMAL OPERATIONS ARE MAINTAINED THROUGHOUT CONSTRUCTION OF THE PROJECT. NOTES: LOT LINE R1-1 R8-31A W11-15 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - S I T E - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH PA V I N G & S I G N A G E C2.2 7 OF 20 SEE SHEET C2.1 C2.1 C2.3 C2.2 SE E S H E E T C2 . 3 G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGG 26' FL-FL 29' FL-FL 24' FL-FL 18' FL-FL 16' FL-FL 16' FL-FL 16' FL-FL 18" CURB AND GUTTER (TYP.) 17' TYP. 9' TYP. 17' TYP. 9' TYP. PROPOSED ACCESSIBILITY SIGNS 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT EX. 5' UTILITY EASEMENT EX. 20' UTILITY EASEMENT EX. 5' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 6' GAS EASEMENT EX. 10' GAS EASEMENT 20' DRAINAGE EASEMENT 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 6' SIDEWALK MCDONALD CORPORATION CO L L E G E A V E . FIRST BANK OF NORTHERN COLORADO LOT 1 10.17 AC PARKING LOT TO BE RESTRIPED KEY MAP N.T.S. S C O L L E G E A V E PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED EASEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED SIGN 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 3.SIGNS SHALL BE INSTALLED 2 FEET BEHIND CURB OR SIDEWALK. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS REPAIR STANDARDS. 6.ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 7.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 8.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 9.CONCRETE PANS SHALL BE DESIGNED TO BE 4' WIDE WHEN PERPENDICULAR TO DRIVE AISLES AND 2' WIDE WHEN PERPENDICULAR TO PARKING STALLS UNLESS OTHERWISE NOTED. 10.TWO COATS WHITE LATEX TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING ON PARKING STALLS. 11.ADA ACCESS AISLE STRIPING SHALL BE PAINTED 4" SINGLE WHITE SOLID LINE AT 2'0" O.C. 45° TO THE DRIVE AISLE. FIRE ACCESS SHALL BE RED. 12.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 13.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. 14.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. 15.CONTRACTOR TO ENSURE THE ADJACENT BUILDING(S) NORMAL OPERATIONS ARE MAINTAINED THROUGHOUT CONSTRUCTION OF THE PROJECT. NOTES: LOT LINE R1-1 R8-31A W11-15 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - S I T E - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH PA V I N G & S I G N A G E C2.3 8 OF 20 SE E S H E E T C2 . 1 SE E S H E E T C2 . 2 C2.1 C2.3 C2.2 T > > > > X X XX X X CONTROL IRR V.P. CONTROL IRR CONTROL IRR W W W W W 50 1 9 50 2 0 50 1 9 50 2 0 50 2 0 50 1 9 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 1 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 5021 50 2 1 50 2 2 50 2 2 50 2 3 50 2 3 50 2 4 50 2 4 5021 502 2 50 2 1 50 2 1 50 2 2 50 2 1 50 2 1 5019 5019 502 0 501 8 50 1 9 50 2 1 50 2 2 50 2 1 50 2 2 50 1 9 50 1 9 50 1 9 50 1 9 50 1 9 5019 50 2 0 50 1 9 501 9 5018 5018 50 1 8 50 1 9 50 1 9 50 1 8 50 1 9 50 2 0 50 2 0 50 2 0 50 2 1 50 2 2 5019 50 1 9 50 2 1 50 2 2 5019 5019 5019 5020 50 2 2 50 2 1 50 1 9 50 2 0 5019 5020 50 2 1 50 2 0 50 2 0 50 2 0 17 18 22 23 21 2222 20 20 1919 21 22 23 20 18 19 21 21 21 21 1616 20 20 21 21 22 20 20 21 21 2222 22 23 22 21 21 19 20 21 22 23 21 20 21 19 21 21 CO L L E G E A V E . OUTDOOR COURTYARD POOL AMENITY 4' CONCRETE PAN FFE= 22.50 MCDONALD CORPORATION SOUTH COLLEGE SHOPS LLC FIRST BANK OF NORTHERN COLORADO PARCEL A GKT UNIVERSITY PLAZA LLC SOUTH COLLEGE SHOPS LLC LOT 2 4.72 AC LOT 1 10.17 AC KEY MAP N.T.S. S C O L L E G E A V E NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 50XX.XX IN ELEVATION. PROPERTY LINE LEGEND EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XX XX XXXX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPOSED EASEMENT LOT LINES TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - G R A D . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH OV E R A L L G R A D I N G P L A N C3.0 9 OF 20 C3.1 C3.3 C3.2 T > > > > > > > > 50 2 0 50 1 9 50 2 0 50 2 0 50 1 9 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 1 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 2 50 2 1 50 2 2 50 2 0 50 2 1 50 1 9 50 2 0 5019 5020 50 2 1 50 2 0 50 2 0 17 18 20 21 22 23 21 21 21 21 1616 20 20 21 21 22 20 20 21 21 21 21 W W W W W W W W FFE= 22.50 OUTDOOR COURTYARD (20.5 8 ) (20.9 5 ) (20.0 0 ) (19.2 7 ) (22.0 7 ) (21.67) 2.4% 2.4 % 10 . 4 % 2.8% 20.9 5 22.3 6 23.0 8 15.1 5 2.8% 1.8% 4.0% 4' CONCRETE PAN 20.2 6 H P PROPOSED ADS SC310 STORMTECH OR APPROVED EQUAL FFE= 22.50 FFE= 22.50 FFE= 22.50 22.5 0 22.5 0 22.5 0 22.5 0 RETAINING WALL, 4' MAX 22.1 3 21.6 3 21.6 1 22.1 3 22.1 3 21.5 1 21.5 0 22.1 3 22.1 2 21.3 7 21.12 21.0 7 20.9 9 21.0 2 20.7 0 20.7 4 20.7 1 20.6 1 20.5 0 20.6 3 20.6 0 20.5 2 20.6 5 20.5 5 20.1 820.2 7 20.3 8 20.0 8 20.3 7 19.7 8 19.6 8 20.0 8 19.7 2 19.6 4 19.6 6 19.7 7 19.6 9 19.7 2 19 . 6 5 19.7 0 20.3 2 20.1 9 20.0 2 19.8 9 20.0 0 20.3 6 20.7 1 20.3 3 19.9 2 19.8 5 19.8 5 19.9 2 20.1 2 PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. 20' WATER EASEMENT EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 12' ACCESS EASEMENT 6' ELECTRIC EASEMENT 12' ACCESS EASEMENT 20' DRAINAGE EASEMENT PARCEL A GKT UNIVERSITY PLAZA LLC KEY MAP N.T.S. S C O L L E G E A V E NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 50XX.XX IN ELEVATION. PROPERTY LINE LEGEND EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XX XX XXXX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPOSED EASEMENT LOT LINES TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - G R A D - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH GR A D I N G P L A N C3.1 10 OF 20 SEE SHEET C3.2 SE E S H E E T C3 . 3 C3.1 C3.3 C3.2 X X X X X X XXXX X X X X X X CONTROL IRR 50 2 0 50 1 8 50 1 9 50 2 1 5021 50 2 1 50 2 2 50 2 2 50 2 3 50 2 3 50 2 4 50 2 4 5021 502 2 50 2 1 50 2 1 50 2 2 50 2 1 50 2 1 5019 5019 502 0 50 1 9 50 2 0 50 2 0 50 2 0 50 2 1 50 2 2 5019 50 1 9 50 2 1 50 2 2 5019 5019 5020 50 2 2 50 2 0 50 2 0 22 23 21 2222 20 20 19 20 22 22 22 23 22 21 21 19 20 21 22 23 21 20 21 19 21 G G G G G G G G G G G G G POOL AMENITY (19.4 8 ) (20.1 5 ) (23.64 ) (23.9 5 ) (19.7 0 ) 1.3 % 2.5% 2.9% 2.2% 0.0% 1.3 % 18.9 2 20.3 7 LP 21.6 1 LP 1.9 % 1.8% 2.3% 4-6" STEPS 3-6" STEPS 21.8 6 21.7 5 21.4 8 22.5 0 22.5 0 22.5 0 22.5 0 22.5 0 22.5 0 FFE= 22.50 FFE= 22.50 PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL 22.4 6 22.2 0 21.8 7 21.7 3 21.7 1 21.4 2 LP 20.9 7 20.8 1 20.2 6 20.0 5 19.5 5 19.3 9 21.9 4 22.0 7 21.4 4 21.9 5 21.9 0 22.5 1 22.5 1 21.6 6 21.8 4 20.6 2 20.3 6 (19.4 4 ) (18.9 6 ) (18. 8 2 ) L P (19.3 3 ) 22.1 7 22.0 4 22.0 6 22.2 1 21.6 9 LP 21.9 522.7 9 22.7 4 22.5 4 22.2 7 22.0 1 22.2 8 21.9 7 21.6 5 21.1 9 21.0 7 22.5 1 22.2 5 22.9 6 22.3 6 22.3 7 23.0 0 22.5 1 22.3 3 22.9 7 22.9 6 22.4 1 22.4 3 21.7 5 21.8 8 22.1 3 22.1 3 21.5 4 21.5 3 22.1 3 22.1 3 21.6 3 20.7 3 20.7 6 20.7 3 20.6 8 21.1 2 21.0 7 19 . 6 5 19.7 0 19.6 6 19. 3 5 19.4 3 19.9 0 19.7 8 19.7 6 19.8 1 20.2 3 20.6 3 20.1 9 20.2 020.2 620.4 0 20.5 1 20.3 8 PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 24' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. BICYCLE PEDESTRIAN ACCESS EASEMENT (WIDTH VARIES) 20' WATER EASEMENT 6' GAS EASEMENT 6' GAS EASEMENT 12' ACCESS EASEMENT 12' ACCESS EASEMENT 24' ACCESS EASEMENT SOUTH COLLEGE SHOPS LLC KEY MAP N.T.S. S C O L L E G E A V E NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 50XX.XX IN ELEVATION. PROPERTY LINE LEGEND EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XX XX XXXX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPOSED EASEMENT LOT LINES TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - G R A D - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH GR A D I N G P L A N C3.2 11 OF 20 SEE SHEET C3.1 C3.1 C3.3 C3.2 SE E S H E E T C3 . 3 CONTROL IRR CONTROL IRR 5019 502 0 501 8 50 1 9 50 2 1 50 2 1 50 1 9 50 1 9 50 1 9 50 1 9 50 1 9 5019 50 2 0 50 1 9 501 9 5018 5018 50 1 8 50 1 9 50 1 9 50 1 8 50 1 9 50 2 0 20 1919 21 20 18 19 21 20 20 21 21 21 20 21 G G G G (20.0 0 ) (19.4 8 ) (19.7 0 ) (21.67) 2.8% 1.0% 2.2% 2.1% 4' CONCRETE PAN 20.5 5 20.1 820.2 7 20.3 8 20.0 8 20.3 7 19.7 8 19.6 8 20.0 8 19.7 2 19.6 4 19.3 1 19.3 4 19.2 0 19.1 0 18.9 119.1 0 19.0 9 19.2 019.3 9 19.4 2 19.2 7 19.2 3 19.3 2 19.1 5 19.2 5 19.2 8 19.3 8 19.4 5 19.5 2 19.4 6 19.2 3 19.2 4 19.3 419.4 6 19.4 5 19.5219.6 6 19.6 6 19.3 4 19.4 1 19.5 0 19.4 3 19.5 4 19.3 8 19 . 5 3 19 . 6 2 19 . 7 1 19.7 7 19.6 8 19.6 9 19.6 6 19.7 2 19.4 919.6 5 19.5 5 19.6 119 . 6 5 19.7 0 19.6 2 19.6 6 19.4 6 19.3 2 19.3 4 19.1 5 19.1 8 19. 2 3 19. 3 5 19.4 3 19.9 0 19.7 8 19.7 6 19.8 1 20.2 3 20.6 3 20.1 9 20.3 2 20.1 9 20.0 2 19.8 9 20.0 0 20.3 6 20.7 1 20.2 020.2 620.4 0 20.5 1 20.3 8 20.3 3 19.9 2 19.8 5 19.8 5 19.9 2 20.1 2 PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL (18.9 6 ) (19.3 6 ) (19.2 8 ) (19.3 4 ) (19.1 7 ) (19.3 6 ) (19.2 0 ) (19.1 9 ) (18.9 1 ) (19.1 0 ) (18.8 9 ) (18.7 8 ) (18.7 6 ) (18.4 4 ) (18.6 6 ) (18.4 2 ) 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT EX. 5' UTILITY EASEMENT EX. 20' UTILITY EASEMENT EX. 5' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 6' GAS EASEMENT EX. 10' GAS EASEMENT 20' DRAINAGE EASEMENT MCDONALD CORPORATION FIRST BANK OF NORTHERN COLORADO EX. 1 8 " S T O R M P I P E EX . 1 8 " S T O R M P I P E KEY MAP N.T.S. S C O L L E G E A V E NOTES: 1.MAXIMUM SLOPES IN ADA PARKING AREAS TO BE 2.00% 2.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM: NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 6.ALL SPOT ELEVATIONS LABELED TW AND BW ARE FINISHED GRADE ELEVATIONS ADJACENT TO THE RETAINING WALL. ACTUAL TOP OF WALL AND FOOTING ELEVATION WILL VARY AND ARE BY OTHERS. 7.ALL ABBREVIATED ELEVATION VALUES SHALL HAVE THE SAME MEANING AS FULL ELEVATION VALUES. ABBREVIATED VALUES HAVE REMOVED THE FIRST TWO DIGITS BASED ON 50XX.XX IN ELEVATION. PROPERTY LINE LEGEND EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR XXXX XXXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XX XX XXXX.XX PROPOSED SPOT ELEVATION PROPOSED SLOPE ARROW EXISTING STORM LINE PROPOSED STORM LINE PROPOSED EASEMENT LOT LINES TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - G R A D - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH GR A D I N G P L A N C3.3 12 OF 20 SE E S H E E T C3 . 1 SE E S H E E T C3 . 2 C3.1 C3.3 C3.2 W W W G G G G G G W W W W W W W W W W W W W W E E T > > > > X X XX X X GGG F.O. C G ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR E E E E E E E CONTROL IRR V.P. VAULT ELEC T ELEC F.O. HYD G G G SS SS SS SS SS SS SS SS CT V CT V CT V CT V G G HYD S C FDC H2O W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC S SS S CTV CTV CTV EEEE E E E E E E E E E E E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V W W W W W W W W W W W W CTVCTVCTV E E EEE G G G G G G G G E E E E E E E E E E E W WW W W W W W W W W W E E E E E E E E E E E E E E CT V CTVCTVCTV FO FO FO FO FO CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E E E CT V CT V CT V CT V FO FO FO CT V CT V CT V CT V GGGGGGG E E E E EEEEE E CT V E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. C.O. D DD D D TRANSFORMER FH ASSEMBLY FH ASSEMBLY FH ASSEMBLY EX. FH ASSEMBLY CONNECT TO EX. 8" WATERMAIN PROPOSED ADS SC310 STORMTECH OR APPROVED EQUAL CONNECT TO EX. 8" WATERMAIN CONNECT TO EX. SANITARY SEWER MANHOLE CONNECT TO EX. GAS LINE PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL 8" P V C W A T E R M A I N 8" P V C W A T E R M A I N EX. 8" SEWER LINE MCDONALD CORPORATION SOUTH COLLEGE SHOPS LLC CO L L E G E A V E . OUTDOOR COURTYARD POOL AMENITY FIRST BANK OF NORTHERN COLORADO PARCEL A GKT UNIVERSITY PLAZA LLC SOUTH COLLEGE SHOPS LLC LOT 2 4.72 AC LOT 1 10.17 AC WALL HYDRANT (SEE MEP PLANS) KEY MAP N.T.S. S C O L L E G E A V E TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - U T I L . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH OV E R A L L U T I L I T Y P L A N C4.0 13 OF 20 NOTES: 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR THE RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 13.PROPOSED GAS AND ELECTRIC LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY OTHERS. S W PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET PROPERTY LINE LEGEND EXISTING EASEMENT LOT LINES PROPOSED EASEMENT S W EXISTING SANITARY SEWER LINE EXISTING WATER LINE G EXISTING GAS LINE EXISTING STORM LINE NATURAL HABITAT BUFFER ZONE E PROPOSED ELECTRIC LINE PROPOSED GAS METERG E PROPOSED ELECTRIC METER E EXISTING ELECTRIC LINE G PROPOSED GAS LINE C4.1 C4.3 C4.2 W W W W W W E W W W W W W W W W W W W W W W W E E E E E T > > > > > > > > FDC H2O TELE VAULT F.O. C T VAULT CABLE VAULT CABLE S S CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V W W W W W W W W W E E E E E E E E E E E E E E E E E E E E CT V CT V CTVCTV CTVCTVCTV CT V FO FO FO FO FO FO FO FO FO CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E E E EEE SS SS SS C.O. D 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. 20' WATER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) TRANSFORMER FH ASSEMBLY EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) HDPE STORM LINE HDPE STORM LINE HD P E S T O R M L I N E HD P E S T O R M L I N E HDPE STORM LINE HDPE STORM LINE HDPE STORM LINE PROPOSED ADS SC310 STORMTECH OR APPROVED EQUAL HD P E S T O R M L I N E EX . W A T E R L I N E CONNECT TO EX. WATER LINE EX. 8" SEWER LINE CONNECT TO EX. 8" SEWER LINE HD P E S T O R M L I N E 12' ACCESS EASEMENT 6' ELECTRIC EASEMENT 12' ACCESS EASEMENT ELECTRIC EASEMENT 20' DRAINAGE EASEMENT PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL ELECTRIC SERVICE 8" SANITARY SEWER SERVICE 2" DOMESTIC SERVICE 8" FIRE SERVICE NYLOPLAST AREA DRAIN (TYP.) NYLOPLAST AREA DRAIN (TYP.) NYLOPLAST AREA DRAIN (TYP.) NYLOPLAST AREA DRAIN (TYP.) OUTDOOR COURTYARD WATER QUALITY POND PARCEL A GKT UNIVERSITY PLAZA LLC WATER METER 8" W A T E R M A I N WALL HYDRANT (SEE MEP PLANS) KEY MAP N.T.S. S C O L L E G E A V E TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - U T I L - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH UT I L I T Y P L A N C4.1 14 OF 20 SEE SHEET C4.2 SE E S H E E T C4 . 3 C4.1 C4.3 C4.2 NOTES: 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR THE RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 13.PROPOSED GAS AND ELECTRIC LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY OTHERS. S W PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET PROPERTY LINE LEGEND EXISTING EASEMENT LOT LINES PROPOSED EASEMENT S W EXISTING SANITARY SEWER LINE EXISTING WATER LINE G EXISTING GAS LINE EXISTING STORM LINE NATURAL HABITAT BUFFER ZONE E PROPOSED ELECTRIC LINE PROPOSED GAS METERG E PROPOSED ELECTRIC METER E EXISTING ELECTRIC LINE G PROPOSED GAS LINE W W W G G G G G G G G G G G G G W W W W W W W W W W W X X X X X X XXXX X X X X X X GGGGGG F.O. C G F.O. HYD C VAULT CABLE TRAFFIC VAULT T CONTROL IRR HYD EEEEEEE E E E E E E E E E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V W W W W W W W W W W W W W W W CTVCTVCTVCTVCTVCTV CTV CTV E E E E E W E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V FO FO FO FO FO FO FO CT V CT V CT V CT V CT V CT V CT V CT V GGG EEE EEE SS SS SS SSC.O. DD D DRAINAGE EASEMENT (WIDTH VARIES) 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 24' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 26' EMER ACCESS EASEMENT 20' WATER EASEMENT EX. BICYCLE PEDESTRIAN ACCESS EASEMENT (WIDTH VARIES) FH ASSEMBLY FH ASSEMBLY EX. FH ASSEMBLY 20' WATER EASEMENT 6' GAS EASEMENT CONNECT TO EX. WATER LINE HDPE STORM LINE HD P E S T O R M L I N E HD P E S T O R M L I N E HDPE STORM LINE HD P E S T O R M L I N E HD P E S T O R M L I N E HD P E S T O R M L I N E EX. 8" WATER LINE EX. 8" SEWER LINE HD P E S T O R M L I N E GA S L I N E GA S L I N E GAS LINE CONNECT TO EX. GAS LINE HDPE STORM LINE 6' GAS EASEMENT 12' ACCESS EASEMENT 12' ACCESS EASEMENT 24' ACCESS EASEMENT ACCESS EASEMENT (WIDTH VARIES) PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL GAS SERVICE 2" DOMESTIC SERVICE 8" FIRE SERVICE NYLOPLAST AREA DRAIN (TYP.) NYLOPLAST AREA DRAIN (TYP.) POOL AMENITY SOUTH COLLEGE SHOPS LLC WATER METER HD P E S T O R M L I N E HD P E S T O R M L I N E HD P E S T O R M L I N E 8" W A T E R M A I N KEY MAP N.T.S. S C O L L E G E A V E TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - U T I L - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH UT I L I T Y P L A N C4.2 15 OF 20 SEE SHEET C4.1 SE E S H E E T C4 . 3 C4.1 C4.3 C4.2 NOTES: 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR THE RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 13.PROPOSED GAS AND ELECTRIC LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY OTHERS. S W PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET PROPERTY LINE LEGEND EXISTING EASEMENT LOT LINES PROPOSED EASEMENT S W EXISTING SANITARY SEWER LINE EXISTING WATER LINE G EXISTING GAS LINE EXISTING STORM LINE NATURAL HABITAT BUFFER ZONE E PROPOSED ELECTRIC LINE PROPOSED GAS METERG E PROPOSED ELECTRIC METER E EXISTING ELECTRIC LINE G PROPOSED GAS LINE G G G G SS SS HYD S CONTROL IRR CONTROL IRR HYD S SS S G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E WW W W W W W W W W W W W W W W W W W W W W W W W GGGGGGGGGGGGGG E E E E E E E E EEEEEEEEEE CT V CT V E E E E E E E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSC.O. 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 26' EMER ACCESS EASEMENT EX. 5' UTILITY EASEMENT EX. 20' UTILITY EASEMENT EX. 5' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. 15' UTILITY EASEMENT EX. FH ASSEMBLY EX. 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 6' GAS EASEMENT HD P E S T O R M L I N E HDPE STORM LINE HDPE STORM LINE HDPE STORM LINE HD P E S T O R M L I N E HD P E S T O R M L I N E EX. 8" SEWER LINE EX . S E W E R L I N E EX. 8" SEWER LINE CONNECT TO EX. 8" SEWER LINE HD P E S T O R M L I N E EX. 8" SEWER LINE EX. GAS LINE GA S L I N E CONNECT TO EX. GAS LINE EX. 10' GAS EASEMENT 20' DRAINAGE EASEMENT PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL PROPOSED ADS SC800 STORMTECH OR APPROVED EQUAL NYLOPLAST AREA DRAIN (TYP.) NYLOPLAST AREA DRAIN (TYP.) MCDONALD CORPORATION CO L L E G E A V E . FIRST BANK OF NORTHERN COLORADO LOT 1 10.17 AC KEY MAP N.T.S. S C O L L E G E A V E TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - U T I L - 0 2 . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH UT I L I T Y P L A N C4.3 16 OF 20 SE E S H E E T C4 . 1 SE E S H E E T C4 . 2 C4.1 C4.3 C4.2 NOTES: 1.THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT DEVELOPMENT AND DESIGN SPECIFICATIONS, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.ALL WATER SERVICE LINES TO BE 3 4" AND ALL SANITARY SERVICE LINES TO BE 4" UNLESS OTHERWISE NOTED. 12.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR THE RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 13.PROPOSED GAS AND ELECTRIC LINES ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. FINAL DESIGN TO BE COMPLETED BY OTHERS. S W PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET PROPERTY LINE LEGEND EXISTING EASEMENT LOT LINES PROPOSED EASEMENT S W EXISTING SANITARY SEWER LINE EXISTING WATER LINE G EXISTING GAS LINE EXISTING STORM LINE NATURAL HABITAT BUFFER ZONE E PROPOSED ELECTRIC LINE PROPOSED GAS METERG E PROPOSED ELECTRIC METER E EXISTING ELECTRIC LINE G PROPOSED GAS LINE 50 1 9 50 2 0 50 1 9 50 2 0 50 2 0 50 1 9 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 1 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 5021 50 2 1 50 2 2 50 2 2 50 2 3 50 2 3 50 2 4 50 2 4 5021 502 2 50 2 1 50 2 1 50 2 2 50 2 1 50 2 1 5019 5019 502 0 501 8 50 1 9 50 2 1 50 2 2 50 2 1 50 2 2 50 1 9 50 1 9 50 1 9 50 1 9 50 1 9 5019 50 2 0 50 1 9 501 9 5018 5018 50 1 8 50 1 9 50 1 9 50 1 8 50 1 9 50 2 0 50 2 0 50 2 0 50 2 1 50 2 2 5019 50 1 9 50 2 1 50 2 2 5019 5019 5019 5020 50 2 2 50 2 1 50 1 9 50 2 0 5019 5020 50 2 1 50 2 0 50 2 0 50 2 0 F.O. C G ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR E E E E E E E CONTROL IRR V.P. VAULT ELEC T ELEC F.O. HYD G G G HYD S C GGGGGG ELEC ELEC ELEC BRKR ELEC BRKR ELEC BRKR ELEC ELEC ELEC EEE EE ELEC ELEC BRKR ELEC BRKR ELEC BRKR E C.O. C.O. C.O. FDC H2O C.O. W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC ELEC S SS S E E E E E E E E E E E E E E E E E E E C.O. C.O. D D D D C.O. D DD D D VTC CWA IP IP IP IP CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF RW RW RW RW RW RW EXISTING BUILDING IP IP VTC IP CWA TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH IN I T I A L E R O S I O N C O N T R O L P L A N C5.0 17 OF 20 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED EASEMENT NOTES: 1.STORMWATER QUALITY CONTROL MEASURES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS, AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 3.REFERENCE FORT COLLINS STORMWATER CRITERIA MANUAL FOR ADDITIONAL DETAILS. 4.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS/DRIVES FREE OF SEDIMENT AND DEBRIS. STREET SWEEPING SHALL BE CONDUCTED ON AN INTERMITTENT BASIS AS NEEDED TO CONTROL SEDIMENT OR AS REQUIRED BY THE ADJACENT PROPERTY OWNER. AT A MINIMUM, STREET SWEEPING SHALL TAKE PLACE ON A DAILY BASIS UPON COMPLETION OF THAT DAYS CONSTRUCTION ACTIVITIES. 5.THE CONTRACTOR SHALL UTILIZE AN APPROVED ROLLED EROSION CONTROL PRODUCT (RECP) ON ALL SLOPES GREATER THAN 3H:1V IN ACCORDANCE WITH THE RECP FACT SHEET. 6.PORTABLE TOILETS LOCATIONS SHALL BE DETERMINED BY THE DEVELOPER/CONTRACTOR AND UPDATED ON THE EROSION CONTROL PLANS AS REQUIRED BY THE CITY. 7.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. VTC CF RW CF CWA IP RS SS VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING SP TEMPORARY SOIL STOCKPILE SF SF SF SF SSA STABILIZED STAGING AREA S&MU SEEDING & MULCHING W W W W W 17 18 22 23 21 2222 20 20 1919 21 22 23 20 18 19 21 21 21 21 1616 20 20 21 21 22 20 20 21 21 2222 22 23 22 21 21 19 20 21 22 23 21 20 21 19 21 21 50 1 9 50 2 0 50 1 9 50 2 0 50 2 0 50 1 9 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 1 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 5021 50 2 1 50 2 2 50 2 2 50 2 3 50 2 3 50 2 4 50 2 4 5021 502 2 50 2 1 50 2 1 50 2 2 50 2 1 50 2 1 5019 5019 502 0 501 8 50 1 9 50 2 1 50 2 2 50 2 1 50 2 2 50 1 9 50 1 9 50 1 9 50 1 9 50 1 9 5019 50 2 0 50 1 9 501 9 5018 5018 50 1 8 50 1 9 50 1 9 50 1 8 50 1 9 50 2 0 50 2 0 50 2 0 50 2 1 50 2 2 5019 50 1 9 50 2 1 50 2 2 5019 5019 5019 5020 50 2 2 50 2 1 50 1 9 50 2 0 5019 5020 50 2 1 50 2 0 50 2 0 50 2 0 T > > > > X X XX X X F.O. C G ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR E E E E E E E CONTROL IRR V.P. VAULT ELEC T ELEC F.O. HYD G G G HYD S C FDC H2O W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC S SS S C.O. C.O. D DD D D VTC CWA IP CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CF CFCFCF CF CF CF CF CF CF CF CF CF CF CF CF CF IP IP IP IP IP IP RW RW RW RW RW RW EXISTING BUILDING VTC SS SFSF SF SF SP SSA RS RS RS RS RS RS RS RS SS SS SS SS SS SS IP IP IP IP IP IPIP IP OP OP SS CWA TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH IN T E R I M E R O S I O N C O N T R O L P L A N C5.1 18 OF 20 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED EASEMENT NOTES: 1.STORMWATER QUALITY CONTROL MEASURES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS, AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 3.REFERENCE FORT COLLINS STORMWATER CRITERIA MANUAL FOR ADDITIONAL DETAILS. 4.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS/DRIVES FREE OF SEDIMENT AND DEBRIS. STREET SWEEPING SHALL BE CONDUCTED ON AN INTERMITTENT BASIS AS NEEDED TO CONTROL SEDIMENT OR AS REQUIRED BY THE ADJACENT PROPERTY OWNER. AT A MINIMUM, STREET SWEEPING SHALL TAKE PLACE ON A DAILY BASIS UPON COMPLETION OF THAT DAYS CONSTRUCTION ACTIVITIES. 5.THE CONTRACTOR SHALL UTILIZE AN APPROVED ROLLED EROSION CONTROL PRODUCT (RECP) ON ALL SLOPES GREATER THAN 3H:1V IN ACCORDANCE WITH THE RECP FACT SHEET. 6.PORTABLE TOILETS LOCATIONS SHALL BE DETERMINED BY THE DEVELOPER/CONTRACTOR AND UPDATED ON THE EROSION CONTROL PLANS AS REQUIRED BY THE CITY. 7.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. VTC CF RW CF CWA IP RS SS VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING SP TEMPORARY SOIL STOCKPILE SF SF SF SF SSA STABILIZED STAGING AREA S&MU SEEDING & MULCHING W W W W W E E 17 18 22 23 21 2222 20 20 1919 21 22 23 20 18 19 21 21 21 21 1616 20 20 21 21 22 20 20 21 21 2222 22 23 22 21 21 19 20 21 22 23 21 20 21 19 21 21 50 1 9 50 2 0 50 1 9 50 2 0 50 2 0 50 1 9 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 50 2 1 50 2 1 50 2 0 50 1 8 50 1 9 50 2 1 5021 50 2 1 50 2 2 50 2 2 50 2 3 50 2 3 50 2 4 50 2 4 5021 502 2 50 2 1 50 2 1 50 2 2 50 2 1 50 2 1 5019 5019 502 0 501 8 50 1 9 50 2 1 50 2 2 50 2 1 50 2 2 50 1 9 50 1 9 50 1 9 50 1 9 50 1 9 5019 50 2 0 50 1 9 501 9 5018 5018 50 1 8 50 1 9 50 1 9 50 1 8 50 1 9 50 2 0 50 2 0 50 2 0 50 2 1 50 2 2 5019 50 1 9 50 2 1 50 2 2 5019 5019 5019 5020 50 2 2 50 2 1 50 1 9 50 2 0 5019 5020 50 2 1 50 2 0 50 2 0 50 2 0 T > > > > X X XX X X F.O. C G ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR E E E E E E E CONTROL IRR V.P. VAULT ELEC T ELEC F.O. HYD G G G HYD S C FDC H2O W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC S SS S C.O. C.O. D DD D D VTC CWA IP IP IP IP IP IP IP EXISTING BUILDING VTC SS SFSF SF SF SP SSA RS RS RS RS RS RS RS RS SS SS SS SS SS SS IP IP IP IP IP IPIP IP OP OP SS CWA TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - E R O S . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH FI N A L E R O S I O N C O N T R O L P L A N C5.2 19 OF 20 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING UTILITIES INSTALLATION FLATWORK INSTALLATION LANDSCAPE DEMOBILIZATION BEST MANAGEMENT PRACTICE (BMP) STRUCTURAL INSTALLATION Silt Fence Barriers* Contour Furrows (Ripping/Discing) Vehicle Tracking Pad* Flow Barriers (Wattles)* Inlet Filter Bags* Rock Bags* Riprap *Temporary BMP to be removed when construction completed Vegetative Temporary Seeding/Planting Mulcing/Sealant Permanent Seeding/Planting Sod Installation Rolled Products Existing Downstream Inlets Existing Downstream Inlets Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days Anytime Site will be inactive for more than 30 days PROPERTY LINE LEGEND EXISTING EASEMENT PROPOSED EASEMENT NOTES: 1.STORMWATER QUALITY CONTROL MEASURES SHALL BE IMPLEMENTED TO MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS, AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS. 2.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 3.REFERENCE FORT COLLINS STORMWATER CRITERIA MANUAL FOR ADDITIONAL DETAILS. 4.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS/DRIVES FREE OF SEDIMENT AND DEBRIS. STREET SWEEPING SHALL BE CONDUCTED ON AN INTERMITTENT BASIS AS NEEDED TO CONTROL SEDIMENT OR AS REQUIRED BY THE ADJACENT PROPERTY OWNER. AT A MINIMUM, STREET SWEEPING SHALL TAKE PLACE ON A DAILY BASIS UPON COMPLETION OF THAT DAYS CONSTRUCTION ACTIVITIES. 5.THE CONTRACTOR SHALL UTILIZE AN APPROVED ROLLED EROSION CONTROL PRODUCT (RECP) ON ALL SLOPES GREATER THAN 3H:1V IN ACCORDANCE WITH THE RECP FACT SHEET. 6.PORTABLE TOILETS LOCATIONS SHALL BE DETERMINED BY THE DEVELOPER/CONTRACTOR AND UPDATED ON THE EROSION CONTROL PLANS AS REQUIRED BY THE CITY. 7.CONSTRUCTION FENCING SHALL HAVE A ROCK WATTLE ALONG THE BASE OF THE FENCE AROUND THE ENTIRE PERIMETER EXCEPT AT CONSTRUCTION ENTRANCES. 8.NO TRACKING OF DEBRIS OR MUD IS ALLOWED ON TO PUBLIC STREETS. IF TRACKING DOES OCCUR, CONTRACTOR TO CLEAN IT IMMEDIATELY. VTC CF RW CF CWA IP RS SS VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE PROPOSED ROCK WATTLE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING SP TEMPORARY SOIL STOCKPILE SF SF SF SF SSA STABILIZED STAGING AREA S&MU SEEDING & MULCHING T > > > > X X XX X X GGG F.O. C G VAULT ELEC T ELEC F.O. HYD SS SS SS SS SS SS CT V CT V G HYD S C FDC H2O W VAULT CABLE TRAFFIC VAULT T TELE VAULT F.O. C T VAULT CABLE VAULT CABLE CONTROL IRR CONTROL IRRHYD ELEC S SS S CTV CTV CTV EEEE E E E E E E E E E E E E E E E E E E E E E CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V W W W W W W W W W W W W W W CTVCTVCTV E E EEE G G G G G G G G E E E E E E E E E E E W WW W W W W W W W W W E E E E E E E E E E E E E E E CT V CTVCTVCTV FO FO FO FO FO FO CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E E E E CT V CT V CT V CT V FO FO FO CT V CT V CT V CT V GGGGGGG E E E E EEEEE E CT V E E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS C.O. C.O. D DD D D W W W W G G G G G G W W W W W W W W W W W W W W W E E 3 4 5 OS3 1 TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 10/29/25 NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 1 9 3 0 0 0 _ E d i s o n \ C A D D \ P l a n S h e e t s \ C - D R A I N A G E . d w g PROJECT NO. SHEET TH E E D I S O N A T U N I V E R S I T Y P L A Z A 296193000 PRELIMINARY RNORTH PR O P O S E D D R A I N A G E E X H I B I T C6.0 20 OF 20 PROPERTY LINE PROPOSED CURB AND GUTTER PROPOSED STORM LINE # = BASIN DESIGNATION AC = AREA IN ACRES I = % IMPERVIOUSNESS # = DESIGN POINT PROPOSED BASIN BOUNDARY PROPOSED FLOW ARROW EXISTING FLOW ARROW LEGEND