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HomeMy WebLinkAboutPlans - Utility Plan - 09/24/202543 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C0.0 COVERSHEET City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: NORTH DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: QUIKTRIP STORE #4301 PRELIMINARY UTILITY PLANS FOR A PARCEL OF LAND LOCATED IN THE NORTHEAST CORNER OF SECTION 26 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SEPTEMBER 2025 WEST DRAKE & SOUTH COLLEGE AVE VICINITY MAP NOT TO SCALE BASIS OF BEARINGS BENCHMARK GEOTECH NOTE: GEOTECHNICAL REPORT BY: FIELD SURVEY BY: PROJECT CONTACT LIST: LEGAL DESCRIPTION FLOODPLAIN NOTE: 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C0.1 GENERAL NOTES “” “” “” “”“” “” ABBREVIATIONS CF = CONSTRUCTION FENCE CO = CLEANOUT CWA = CONCRETE WASHOUT AREA EV = ELECTRIC VEHICLE 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 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C0.2 EROSION CONTROL NOTES ’ “ ” ’ ’ ’ “” INFILL AND REDEVELOPMENT NOTE STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C1.0 EXISTING CONDITION AND DEMO PLAN EXISTING SIGN EXISTING CURB AND GUTTER TO REMAIN NOTES: EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING ELECTRIC LINE EXISTING GAS LINE EXISTING CURB AND TO BE REMOVED EXISTING EASEMENT LEGEND: EXISTING PROPERTY LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE TO BE ABANDONED EXISTING STORM LINE NORTH ELEC VAULT F.O. VAULT F.O. VAULT F.O. C G G G CT V ELEC VAULT F.O. VAULT F.O. VAULT F.O. C G G G CT V G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 15K PRODUCT X (10'Ø) 15K PREMIUM (10'Ø) 15K DIESEL (10'Ø) SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R 15K UNLEADED (10'Ø) 15K UNLEADED (10'Ø) FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 15K PRODUCT X (10'Ø) 15K PREMIUM (10'Ø) 15K DIESEL (10'Ø) SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R 15K UNLEADED (10'Ø) 15K UNLEADED (10'Ø) FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C2.0 PAVING AND SIGNAGE PLAN NOTES: 1.ALL SIGNS AND ROADWAY MARKINGS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2.CROSS WALK STRIPING SHALL BE PAINTED 2' SINGLE WHITE SOLID LINE AT 4'-0". 3.CROSS WALK STRIPING, DRIVE-THRU PAINT AND STOP BARS SHALL BE WHITE. 4.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS. 6.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. 7.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. 8.ALL PUBLIC CONCRETE PAVING SHALL BE 6-INCH THICK. 9.REFER TO SITE AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 10.CONTRACTOR TO COORDINATE ANY EXISTING SIGNS AND PAVEMENT MARKINGS REMOVED DURING CONSTRUCTION WITH CITY OF FORT COLLINS SIGNS AND PAVEMENT MARKINGS MANAGER. 11.FIRE LANE SIGNAGE LOCATION IS APPROXIMATE. LOCATIONS TO BE DETERMINED WITH FUTURE LOT DEVELOPMENT SUBMITTALS. EXISTING EASEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK LOT LINE RIGHT-OF-WAY LINE LEGEND: EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER NORTH PROPOSED CRUSH ROCK E E E E E E E E C CT V D D D D S G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 15K PRODUCT X (10'Ø) 15K PREMIUM (10'Ø) 15K DIESEL (10'Ø) SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R 15K UNLEADED (10'Ø) 15K UNLEADED (10'Ø) FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L FFE 5027.00 FFE 5027.00FFE 5027.00 FFE 5027.00 FFE: 5027.00 G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C3.0 GRADING PLAN LEGEND: ABREVIATIONS: NOTES: NORTH ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C4.0 UTILITY PLAN EXISTING PROPERTY LINE NOTES: LEGEND: EXISTING EASEMENT EXISTING ELECTRICAL LINE PROPOSED ELECTRICAL LINE (CONTRACTOR TO CONFIRM WITH CITY OF FORT COLLINS LIGHT AND POWER) EXISTING NATURAL GAS LINE PROPOSED NATURAL GAS LINE EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING STORM LINE PROPOSED STORM LINE EXISTING WATER LINE TO BE ABANDONED NORTH ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C5.0 INITIAL EROSION CONTROL PLAN PROPERTY LINE LEGEND 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. 9.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. VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE STREET SWEEPING LIMITS OF CONSTRUCTION NORTH SILT FENCE INLET PROTECTION ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT T T T T T T T T T T T T TTTTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 SSELEC C VAULT ELEC G G G W W W W W W W W W W W CT V W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D S WWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WIR W G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 15K PRODUCT X (10'Ø) 15K PREMIUM (10'Ø) 15K DIESEL (10'Ø) SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R 15K UNLEADED (10'Ø) 15K UNLEADED (10'Ø) FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L G4 P-123 STORE NO.: 4301 6,455 S.F. BLDG. HT = 20'-0" 15K PRODUCT X (10'Ø) 15K PREMIUM (10'Ø) 15K DIESEL (10'Ø) SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R 15K UNLEADED (10'Ø) 15K UNLEADED (10'Ø) FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L PR O B E FI L L FFE: 5027.00 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C5.1 FINAL EROSION CONTROL PLAN 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. 9.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. LEGEND: PROPERTY LINE EXISTING EASEMENT PROPOSED LIMITS OF CONSTRUCTION STABILIZED STAGING AREA TEMPORARY SOIL STOCKPILE VEHICLE TRACKING PAD CONCRETE WASHOUT AREA PROPOSED CONSTRUCTION FENCE INLET PROTECTION PROPOSED ROCK SOCKS STREET SWEEPING MASONRY MIXING STATION CONTAINMENT KIT SPILL CONTROL NORTH 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C6.0 EROSION CONTROL DETAILS 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig.C6.1 EROSION CONTROL DETAILS ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT X T T T T T T T TTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ELEC C VAULT ELEC G G G G G G G G G G G G G G W W W W W W W CT V W W W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D D S WWWWWWWW W W W W W W W W W W W W W SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WIR ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT X T T T T T T T TTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ELEC C VAULT ELEC G G G G G G G G G G G G G G W W W W W W W CT V W W W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D D S WWWWWWWW W W W W W W W W W W W W W SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WIR W. DRAKE ROAD PR I V A T E D R I V E B PRIVATE DRIVE A S. C O L L E G E A V E N U E COMBINATION INLET BY OTHERS COMBINATION INLET BY OTHERS 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig. PROPERTY LINE LEGEND: PROPOSED CATCH 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 NORTH C7.0 EXISTING DRAINAGE EXHIBIT SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R FIL L PR O B E FIL L PR O B E FI L L PR O B E FIL L PR O B E FIL L SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R VE N T / VA P O R PR O B E SU B M E R G E D PU M P AN N U L A R VE N T / VA P O R FIL L PR O B E FIL L PR O B E FI L L PR O B E FIL L PR O B E FIL L ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT X T T T T T T T TTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ELEC C VAULT ELEC G G G G G G G G G G G G G G W W W W W W W CT V W W W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D D S WWWWWWWW W W W W W W W W W W W W W SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WIR ELEC VAULT F.O. ELEC VAULT F.O. VAULT F.O. TRAFFIC VAULT T S ELECT X T T T T T T T TTTT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ELEC C VAULT ELEC G G G G G G G G G G G G G G W W W W W W W CT V W W W W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D D D D S WWWWWWWW W W W W W W W W W W W W W SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS WIR W. DRAKE ROAD PR I V A T E D R I V E B PRIVATE DRIVE A S. C O L L E G E A V E N U E COMBINATION INLET BY OTHERS COMBINATION INLET BY OTHERS 43 0 1 SW C W D R A L E R D & S C O L L E G E A V E FO R T C O L L I N S , C O 096888057 P-123 001 Qu i k T r i p N o . A SHEET TITLE: SHEET NUMBER: DIVISION: DESIGNED BY: 1 © COPYRIGHT QUIKTRIP CORPORATION 2011 ANY UNAUTHORIZED USE, REPRODUCTION, PUBLICATION, DISTRIBUTION, OR SALE IN WHOLE OR IN PART, IS STRICTLY FORBIDDEN. OR I G I N A L I S S U E D A T E : PROTOTYPE: VERSION: PROJECT NO.: DRAWN BY: REVIEWED BY: RE V DA T E DE S C R I P T I O N B C D E F G H J K L M N P Q A B C D E F G H J K L M N P Q 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 09 / 2 4 / 2 0 2 5 AIA BSF JPW FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION R Know what's below. Call before you dig. PROPERTY LINE LEGEND: PROPOSED CATCH 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 NORTH C7.1 PROPOSED DRAINAGE EXHIBIT