HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - FDP220011 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
CREEKBUENO DRIVEFOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSPHASE 2 IMPROVEMENTSLANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSEXISTING CULVERT TO REMAINTRAIL
1" = 60'1" = N/ANORTH
8/3/2022 10:15:56 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.30PHASE 1 EROSION CONTROL PLAN
MOBILIZATION & DEMOLITION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100444 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
CREEKBUENO DRIVEV
E
N
U
S
A
V
E
N
U
E
LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAIL
1" = 60'1" = N/ANORTH
8/3/2022 10:16:00 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.31PHASE 1 EROSION CONTROL PLAN
GRADING & UTILITY INSTALLATION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP
L
A
N
S
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100445 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)NISSAN DEALERSHIPBUILDINGFFE = 5020.00BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
CREEKBUENO DRIVEV
E
N
U
S
A
V
E
N
U
E
LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSROCK SOCK TO BE PLACEDIN COLLEGE AVE WESTFLOWLINE AT END OF AUXILIARYLANE CONSTRUCTIONLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAIL
1" = 60'1" = N/ANORTH
8/3/2022 10:16:06 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.32PHASE 1 EROSION CONTROL PLAN
PAVING & VERTICAL CONSTRUCTION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100446 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 1
FLOODPLAIN CROSS SECTION #132328100-YEAR FLOOD ELEVATION -4983.45 (NGVD 29)NISSAN DEALERSHIPBUILDINGFFE = 5020.00BIORETENTION POND A2DETENTION POND A1VENUS AVENUESMOKEY STREETCOLLEGE AVE (HWY 287)FOSSIL
CREEKBUENO DRIVEV
E
N
U
S
A
V
E
N
U
E
LOT 2BLOCK 1TRACT ATRACT BTRACT DLOT 1BLOCK 2LOT 1BLOCK 1BIORETENTIONPOND A3DETENTIONPOND A1FOSSIL CREEKFLOODPLAIN/FLOODWAYEROSION BUFFER LIMITSEXISTING WETLANDSTURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHIN CHANNELUNDERGROUNDDETENTION AREA(SEE E.C. NOTE 12)STRUCTURAL RETAINING WALLSPROPOSED WETLAND CHANNEL(SEE NOTE 12)CONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)UNDERGROUND WQAREA (SEE E.C. NOTE 12)CONCRETE FOREBAYLEVEL SPREADERCONCRETE FOREBAYCONCRETE FOREBAYTRACT CPHASE 2 IMPROVEMENTS4.9:14.1:14.3:13.8:13.8:14.0:14.0:14.0:14.0:1LANG GULCHFOSSIL CREEKFLOODPLAIN/FLOODWAYEXISTING WETLANDSEROSION BUFFER LIMITSLOT 1RISING SON MANORSUBDIVISIONSILVERTHORNE LLCWWW PROPERTIES LLCCITY OF FORT COLLINSLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED STORM OUTFALLPROPOSED 24" NORTH LOUDONDITCH IRRIGATION BYPASSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINPROPOSED STORM DRAINEXISTING CULVERT TO REMAINWSEL = 5010.00WQ WSEL = 5010.00WQ WSEL = 5007.40WSEL = 5010.00TRAIL
1" = 60'1" = N/ANORTH
8/3/2022 10:16:12 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.3X - PHASE 1 EROSION CONTROL PLANS.DWGC4.3X - PHASE 1 EROSION CONTROL PLANS####C4.33PHASE 1 EROSION CONTROL PLAN
LANDSCAPING & FINAL STABILIZATION060'120'SCALE: 1" = 60'30'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100447 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 1
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSCOLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLC1" = 30'1" = N/ANORTH
8/3/2022 10:16:28 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.40PHASE 2 EROSION CONTROL PLAN
MOBILIZATION & DEMOLITION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYP
L
A
N
S
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100448 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGPHASE 2EROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLCOLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
8/3/2022 10:16:32 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.41PHASE 2 EROSION CONTROL PLAN
GRADING & UTILITY INSTALLATION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100449 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 2
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLKIA DEALERSHIPBUILDINGFFE = 5022.25COLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
8/3/2022 10:16:37 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.42PHASE 2 EROSION CONTROL PLAN
PAVING & VERTICAL CONSTRUCTION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEP
R
E
L
I
M
I
N
A
R
YPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100450 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 2
BIORETENTION POND A2DETENTION POND A1VENUS AVENUELOT 2BLOCK 1TRACT ACONCRETE FOREBAYSEDIMENT SHALL BE PREVENTED FROMENTERING CONSTRUCTED WETLANDS BYUSE OF SILT FENCE OR STRAW WATTLESUNTIL LANDSCAPING IS ESTABLISHED(ALSO REFER TO NOTE 12)CONCRETE FOREBAYPHASE 1 IMPROVEMENTSPROPOSED WALLKIA DEALERSHIPBUILDINGFFE = 5022.25COLLEGE AVE (HWY 287)LOT 1RISING SON MANORSUBDIVISIONWWW PROPERTIES LLCLIMITS OF DISTURBANCELIMITS OF DISTURBANCEPROPOSED 24"IRRIGATION LINEPROPOSED STORM DRAIN1" = 30'1" = N/ANORTH
8/3/2022 10:16:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.40 - PHASE 2 EROSION CONTROL PLANS.DWGC4.40 - PHASE 2 EROSION CONTROL PLANS####C4.43PHASE 2 EROSION CONTROL PLAN
LANDSCAPING & FINAL STABILIZATION030'60'SCALE: 1" = 30'15'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
8/3/2022U2100451 SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROLLOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4. REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPE PROTECTION(SEE EROSIONCONTROL NOTE 5)COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAYNKEYMAP1. TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3. REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4. EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE,RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION.CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS ASAPPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT ASNECESSARY UNTIL LANDSCAPING IS INSTALLED.6. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.7. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.8. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.9. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.10. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:11. DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.12. ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRETURFREINFORCEMENTMATOUTLETPROTECTIONTEMPORARYSEEDINGEROSION CONTROL CALCULATIONSTOTAL AREA OF DISTURBANCE19.0 ACRESTOTAL "ONSITE" AREA OF DISTURBANCE17.9 ACRESTOTAL "OFFSITE" AREA OF DISTURBANCE1.1 ACRESTOTAL STORAGE/STAGING AREA0.01 ACRESTOTAL HAUL ROADS AREAN/ACONSTRUCTION VEHICLE TRAFFIC AREAN/AAPPROX. % OF PROJECT DISTURBED AT ANY TIME100%ESTIMATED PRE-EXISTING % VEGETATIVE COVER80%EXISTING SOIL TYPETYPE B/KIM LOAM & TYPE C/KIM-THEDALUND LOAM/ THEDALUNDLOAM & TYPE D/MIDWAY CLAY LOAMDEPTH TO GROUNDWATER14 FEETNUMBER OF PROJECT PHASES2TOTAL VOLUME OF MATERIAL IMPORT/EXPORT35,900 CYTOTAL AREA OF OFFSITE STOCKPILING OF FILL/BORROW0STEEPEST SLOPE (H:V)3:1DISTANCE FROM A RIPARIAN OR SENSITIVE AREA40' TO FOSSIL CREEK/WETLANDS EROSION BUFFER; RELOCATEDWETLANDS CHANNEL TO BE CONSTRUCTED ON-SITE88PHASE 2