HomeMy WebLinkAboutKUM & GO #0951 - FDP230009 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSPROJECTLOCATIONE SHEET NUMBER:CPM: SDM: RDM:03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT 1459 Grand AvenueDes Moines, Iowa50309P: 515-226-0128F: 515-223-9873DATE:TCDGBSCALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013
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OF 40VICINITY MAPNOT TO SCALEBASIS OF BEARINGS:ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, ASMONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND ACONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRALZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGSCONTAINED HEREIN RELATIVE THERETO.FLOOD ZONE:1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YEAR SPRINGCREEK FLOODPLAIN.2. DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS ANDPAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTIONACTIVITY (CURB & GUTTER, PAVEMENT, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKINGLOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE SPRINGCREEK FLOODPLAIN LIMITS AS DELINEATED ON FINAL DEVELOPMENT DOCUMENTS. ALL ACTIVITIESWITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.PROJECT TEAM:AGENCY CONTACTS:OWNER/DEVELOPER/APPLICANT:KUM & GO L.L.C.1459 GRAND AVENUEDES MOINES, IA 50309CONTACT: DAN GARNEAUPH: (515) 226.0128E: DAN.GARNEAU@KUMANDGO.COMENGINEER:OLSSON, INC.1880 FALL RIVER DRIVE, SUITE 200LOVELAND, CO 80538CONTACT: ERICA MORTONPH: (970) 635.3744E: EMORTON@OLSSON.COMLANDSCAPE ARCHITECT:GEOTECHNICAL ENGINEER:OLSSON, INC.5180 SMITH ROAD, UNIT FDENVER, CO 80216CONTACT: MICHAEL FLANAGANPH:(303) 237.2072E: MFLANAGAN@OLSSON.COMSURVEYOR:OLSSON, INC.5180 SMITH ROAD, UNIT FDENVER, CO 80216CONTACT: NIC SCHRADERPH: (303) 374.3114E: NSCHRADER@OLSSON.COMSANITARY SEWER:TELEPHONE:GAS:XCEL ENERGY1901 E. HORSETOOTH ROADFT. COLLINS, COCONTACT: PAT KREAGERE: PAT.KREAGER@XCELENERGY.COMCOMCAST COMMERCIAL INTERNET1-855-205-6962ACCESS AND ROADHEALTH DEPARTMENT:LARIMER COUNTY HEALTH DEPARTMENT200 PERIDOT AVENUELOVELAND, CO 80537PH: (970) 498.6700FIRE DEPARTMENT:ELECTRIC:CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: DAN MOGENPH: (970) 305.5989E: DMOGEN@FCGOV.COMPOUDRE FIRE AUTHORITYCONTACT: MARCUS GLASGOWPH: (970) 416.2869E: MARCUS.GLASGOW@POUDRE-FIRE.ORGBUILDING PERMIT:CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: RUSSELL HOVLANDPH: (910) 416.2341E: RHOVLAND@FCGOV.COMWATER:CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: STEVE GILCHRISTPH: (970) 224.6175E: SGILCHRIST@FCGOV.COMSTORM SEWER:CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: ROB IRISHPH: (970) 224.6167E: RIRISH@FCGOV.COMPLANNING DEPARTMENT:CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: BRANDY BETHUREM HARRASPH: (970) 416.2274E: BBETHUREMHARRAS@FCGOV.COMOLSSON, INC.7878 N. 16TH STREET, SUITE 105 PHOENIX, AZ85020CONTACT: AMY SCHWENNERPH: (602) 748.1000E: ASCHWENNER@OLSSON.COMCITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: DAN MOGENE: (970) 305.5989PH: DMOGEN@FCGOV.COMLOT 5 SITE DATASTORE TYPEMARKETPLACE BISTROCANOPY / DISPENSER ARRANGEMENT4 DISPENSERS(SINGLE)TYPE OF USECONVENIENCE STOREWITH FUELHEIGHTBUILDING19'-6"PARAPET20'-0"BLADE22'-6"FUEL CANOPY20'-6"GROSS FLOOR AREA3,946 SFGROSS CANOPY AREA2,592 SFGROSS LOT AREA40,012 SF 0.919 ACBUILDING COVERAGE3,946 SF (9.9%)LANDSCAPE COVERAGE9,971 (24.9%)PARKING/DRIVE/SIDEWALK COVERAGE26,095 SF (65.2%)BICYCLE PARKING2 SPACESTOTAL EMPLOYEES16-18EMPLOYEES PER SHIFT3-5HOURS OF OPERTAION5AM-11PM MON-FRI6AM-10PM SAT-SUNREQUIRED PARKINGSTANDARD8 MIN - 16 MAXADA1TOTAL8 MIN - 16 MAXPARKING RATIO = 1 STALL/200 SFPROVIDED PARKINGSTANDARD15ADA1TOTAL16PARKING RATIO = 1 STALL/247 SFZONING INFORMATIONCURRENT: NEIGHBORHOOD COMMERCIAL DISTRICT (N-C)MINIMUM LOT AREAMINIMUM LOT WIDTHSITE AREA PER UNITFRONT YARD SETBACK NORTH (FEET)15'LEFT SIDE YARD SETBACK WEST (FEET)5'RIGHT SIDE YARD SETBACK EAST (FEET)15'REAR YARD SETBACK SOUTH (FEET)5'MAXIMUM HEIGHT (FEET)NONE SPECIFIEDMAXIMUM BUILDING COVERAGE (SF)5,000 SFMAXIMUM IMPERVIOUS COVERAGE94%FLOOR AREA RATIONONE SPECIFIEDCONFIDENTIAL DOCUMENT:INFORMATION CONTAINED IN THIS DOCUMENT ISPROPRIETARY TO KUM & GO, L.C. AND SHALL NOTBE DISTRIBUTED.COVER SHEET E. PROSPECT RDS. LEMAY AVE WHERE & MEANS MORE.UTILITY PLANS FORSTORE #0951LOT 5, EAST ACRES949 E. PROSPECT ROAD FORT COLLINS, COLEGAL DESCRIPTION:LOT 5, EAST ACRES, BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 24, TOWNSHIP 7NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OFCOLORADOThese plans have been reviewed by the Local Entity forconcept only. The review does not imply responsibility bythe reviewing department, the Local Entity Engineer, orthe Local Entity for accuracy and correctness of thecalculations. Furthermore, the review does not imply thatquantities of items on the plans are the final quantitiesrequired. The review shall not be construed in any reasonas acceptance of financial responsibility by the LocalEntity for additional quantities of items shown that may berequired during the construction phase.REFERENCE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BY OLSSON ON 6/24/2021VARIANCE REQUESTS1.APPLICANT HEREBY REQUESTS TO INSTALL A 40 FT WIDEDRIVEWAY WHERE 36 FT IS THE STANDARD.City of Fort Collins, ColoradoUTILITY PLAN APPROVALAPPROVED:APPROVED:APPROVED:APPROVED:APPROVED:APPROVED:Approved SheetsApproved SheetsApproved SheetsApproved SheetsApproved SheetsApproved SheetsDateDateDateDateDateDateEnvironmental Planner,Traffic Operations,Park Planning and Development,Stormwater Utility,Water & Wastewater Utility,City Engineer,FLOOD ZONE NOTE:DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAYALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTIONACTIVITY (CURB & GUTTER, PAVEMENT, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKINGLOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE SPRINGCREEK FLOOD PLAIN LIMITS AS DELINEATED ON FINAL DEVELOPMENT DOCUMENTS. ALL ACTIVITIESWITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.SHEET INDEXSheet N
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e1C0.0COVER SHEET2C0.1GENERAL NOTES3C0.2CITY GENERAL NOTES4C0.3ALTA NSPS LAND TITLE SURVEY5C0.4ALTA NSPS LAND TITLE SURVEY6C0.5DEMOLITION PLAN7C1.0PROJECT PLAN8C2.1GRADING PLAN9C2.2DETAILED GRADING PLAN10C2.3STORM SWER PLAN11C2.4STORM SEWER DETAILS12C2.5STORM SEWER DETAILS13C2.6DRAINAGE DETAILS14C2.7PH. 1 EROSION CONTROL PLAN15C2.8PH. 2 EROSION CONTROL PLAN16C2.9PH. 3 & 4 EROSION CONTROL PLAN17C2.10STD. EROSION CONTROL NOTES18C2.11EROSION CONTROL DETAILS19C2.12EROSION CONTROL DETAILS20C3.1UTILITY SERVICE PLAN21C3.2UTILITY DETAILS22C3.3UTILITY DETAILS23C4.1HORIZONTAL CONTROL PLAN24C4.2DETAILED HORIZONTAL CONTROLPLAN25C4.3HORIZONTAL CONTROL POINTTABLES26C4.4FLOWLINE PLAN & PROFILE27C4.5SIGNAGE AND STRIPING PLAN28C4.6ADA PLAN29C4.7PAVING DETAILS30C4.8PAVING DETAILS31C4.9PAVING DETAILS32C4.10SIGNAGE & SITE DETAILS33C5.0TRAFFIC SIGNAL PLAN34L1.0TREE REMOVAL PLAN35L1.1FINAL LANDSCAPE PLAN36L1.2HYDROZONE PLAN37L1.3LANDSCAPE DETAILS38I1.1FINAL IRRIGATION PLAN39I1.2IRRIGATION DETAILS 140I1.3IRRIGATION DETAILS 2BENCHMARKS:PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS USING THE TRIMBLE VRS NETWORK"I hereby affirm that these final construction plans wereprepared under my supervision, in accordance with allapplicable City of Fort Collins and State of ColoradoStandards and statutes, respectively; and that I am fullyresponsible for the accuracy of all design, revisions, andrecord conditions that I noted on these plans."DATEENGINEERC0.01CITY OF FORT COLLINS281 N COLLEGE AVEFORT COLLINS, CO 80522CONTACT: DAN MOGENE: (970) 305.5989PH: DMOGEN@FCGOV.COM
SHEET NUMBER:CPM: SDM: RDM:03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT 1459 Grand AvenueDes Moines, Iowa50309P: 515-226-0128F: 515-223-9873DATE:TCDGBSCALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013
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OF 40CONFIDENTIAL DOCUMENT:INFORMATION CONTAINED IN THIS DOCUMENT ISPROPRIETARY TO KUM & GO, L.C. AND SHALL NOTBE DISTRIBUTED.GENERAL NOTES1.ALL WORK AND CONSTRUCTION OF THIS PROJECT ON PRIVATE PROPERTY SHALL CONFORM TO KUM &GO STANDARD SPECIFICATIONS, CITY OF FORT COLLINS, CDOT, AND THE SPECIFICATIONS/DETAILSSHOWN ON THESE PLANS.2.ALL WORK AND CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY AND EASEMENTS SHALL CONFORM TOTHE TECHNICAL SPECIFICATIONS, STANDARD DETAILS, AND DESIGN CRITERIA FOR PUBLICIMPROVEMENT PROJECTS OF THE CITY OF FORT COLLINS, COUNTY OF LARIMER, CDOT, AND THEGRANTOR OF THE EASEMENT AS APPLICABLE.3.IN CASE OF A CONFLICT BETWEEN VARYING SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY.4.THE CONTRACTOR SHALL OBTAIN A COPY OF THE LATEST STANDARD SPECIFICATIONS AND DETAILS OFALL AGENCIES EXERCISING JURISDICTION OVER THIS PROJECT, WHICH ARE INCORPORATED BYREFERENCE ON THESE PLANS. A COPY OF THESE SPECIFICATIONS AND DETAILS SHALL BE MAINTAINEDON THE JOBSITE AT ALL TIMES.5.THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS,STANDARDS, AND SPECIFICATIONS AS APPROVED BY THE APPROPRIATE GOVERNING AGENCY ANDOWNER. THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THESE PLANS WITHOUT FIRSTOBTAINING WRITTEN APPROVAL FROM THE OWNER, ENGINEER, AND GOVERNING AGENCY.6.ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL APPLICABLE LAWS ANDREGULATIONS.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE SAFETY ON THE PROJECT. THIS SHALLINCLUDE THE SAFETY OF HIS OWN PERSONNEL, SUBCONTRACTORS, ALL VISITORS TO THE SITE, ANDTHE GENERAL PUBLIC. ALL JOB SITE SAFETY SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERALREGULATIONS AND CODES, AND ENSURE COMPLIANCE INCLUDING, BUT NOT LIMITED TO, THEOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.8.THE CONTRACTOR SHALL CONTACT ONE CALL OF COLORADO AT #811 OR 1-800-922-1987 A MINIMUM OF72 HOURS (EXCLUDING WEEKENDS AND HOLIDAYS) IN ADVANCE OF ANY EXCAVATION.9.THE LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATEAND HAVE BEEN SHOWN FROM AVAILABLE SURVEYS AND/OR RECORDS. THERE MAY BE ADDITIONALUTILITIES PRESENT, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN. IT IS THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE, EXACT LOCATION/SIZE,ADEQUATELY PROTECT/SUPPORT, AND TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALLINCLUDE, AT NO ADDITIONAL COST, ANY POTHOLING OR EXPLORATORY EXCAVATIONS NECESSARY TOLOCATE EXISTING UTILITIES. UTILITIES SHALL BE LOCATED SUFFICIENTLY AHEAD OF CONSTRUCTIONTO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OFEXISTING FACILITIES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THECONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE GOVERNING AGENCYAND/OR THE UTILITY OWNER.10.ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE INDICATED IN THE PLANS, AND SHALL BE SUBJECTTO INSPECTION AND APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.11.LOCATIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS TO BE MET (OR AVOIDED) BY THEPROPOSED WORK SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIORTO CONSTRUCTION. CONTRACTOR SHALL REPORT TO THE OWNER ANY DISCREPANCIES BETWEEN HISMEASUREMENTS AND THESE PLANS.12.THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY UPON DISCOVERY OF ANY ERRORS ORINCONSISTENCIES SHOWN IN THE PLANS AND/OR SPECIFICATIONS. DO NOT SCALE DRAWINGS - USEONLY DIMENSIONS PROVIDED ON THESE PLANS.13.ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR ANDSUBCONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES, AND SHALLPROVIDE ALL WORK AND MATERIALS NECESSARY TO CONSTRUCT THE PROJECT IN ITS ENTIRETY.14.CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL ANDTHOSE IMPROVEMENTS THAT ARE OUTSIDE THE LIMITS OF THE PROPOSED CONSTRUCTION.CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE THERETO AND SHALL PROVIDE TEMPORARYFENCING, BARRICADES, SUPPORTS, RESTRAINTS, AND/OR BRACING WHERE REQUIRED TO PROTECTEXISTING IMPROVEMENTS. DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED AND/ORREPLACED TO EQUAL OR BETTER CONDITION AT THE CONTRACTOR'S EXPENSE.15.ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO THE OWNER'S PROPERTY,PUBLIC RIGHT-OF-WAY, PERMANENT EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAINED BY THEOWNER OR OWNER'S REPRESENTATIVES, AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTIONCOVERED IN THESE PLANS.17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE GOVERNING AGENCIESAND LOCAL FIRE DEPARTMENT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS/FIRESUPPRESSION TAKEN OUT OF SERVICE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.18.THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SECURITY AND SHALL PROPERLY PROTECT ANDBARRICADE THE CONSTRUCTION SITE UNTIL CONSTRUCTION IS COMPLETE. STORAGE, LOSS DUE TOTHEFT, OR VANDALISM OF MATERIALS AND EQUIPMENT (SECURED OR UNSECURED) WILL BE SOLELY ATTHE CONTRACTOR'S EXPENSE.19.PRIOR TO BEGINNING THE WORK, THE CONTRACTOR SHALL OBTAIN ANY WRITTEN AGREEMENTS FORINGRESS AND EGRESS TO THE WORK FROM ADJACENT PRIVATE PROPERTY OWNERS. ACCESS TO ANYADJACENT PRIVATE PROPERTY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD,DURING ALL HOURS OF OPERATION FOR THE BUSINESS LOCATED ON THOSE PARCELS.20.FOR ANY CHANGES OR DEVIATIONS FROM THESE PLANS PROPOSED BY THE CONTRACTOR, SHOPDRAWINGS AND MATERIAL SPECIFICATIONS SHALL BE SUBMITTED TO OWNER FOR REVIEW ANDAPPROVAL PRIOR TO PLACEMENT OF MATERIAL.21.CONTRACTOR MUST COORDINATE ALL CONSTRUCTION WITH THE DESIGNATED KUM & GOCONSTRUCTION PROJECT MANAGER.22.CONTRACTOR SHALL PROTECT AND PRESERVE ALL SURVEY CONTROL AND PROPERTYMONUMENTATION. ANY DAMAGED MONUMENTS SHALL BE RESET BY A PROFESSIONAL LAND SURVEYORLICENSED IN THE PROJECT'S STATE AT THE CONTRACTOR'S EXPENSE.23.PRIOR TO MOVING OFF THE JOB SITE THE CONTRACTOR SHALL NOTIFY THE OWNER OR THE OWNER'SREPRESENTATIVE TO PERFORM THE FINAL WALK-THROUGH OF THE CONSTRUCTION SITE.24.TEMPORARY POWER, TELEPHONE, AND WATER FOR THE SITE IS THE CONTRACTOR'S RESPONSIBILITYUNLESS OTHERWISE SPECIFIED.25.CONTRACTOR SHALL REFER TO OTHER DRAWINGS ISSUED BY ARCHITECT, STRUCTURAL, ELECTRICAL,AND MECHANICAL ENGINEERS. ENSURE COORDINATION OF EXACT LOCATION AND DIMENSIONS OFBUILDINGS, EXITS, RAMPS, UTILITY ENTRANCE LOCATIONS AND GRADES AROUND THE BUILDING.IMMEDIATELY NOTIFY OWNER OF ANY DISCREPANCIES.26.NO BELOW GRADE WORK SHALL BE BACKFILLED (INCLUDING BEDDING MATERIAL ABOVE THE SPRINGLINE OF THE PIPE) UNTIL THE CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLINGBY THE APPROPRIATE GOVERNING AGENCY, OWNER AND/OR OWNER'S REPRESENTATIVE.27.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL NECESSARY TO COMPLETE THE WORK. ALLTRAFFIC CONTROL DEVICES AND METHODS OF CONTROLLING TRAFFIC THROUGH CONSTRUCTIONZONES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD, AND ALL REVISIONSTHERETO INCLUDING LOCAL AND STATE SUPPLEMENTS. ADDITIONAL WORK IN THE RIGHT-OF-WAY ORTRAFFIC CONTROL PERMITS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.28.IF UNANTICIPATED HAZARDOUS MATERIALS OF ANY KIND ARE ENCOUNTERED IN THE WORK, THECONTRACTOR SHALL IMMEDIATELY CEASE ALL CONSTRUCTION OPERATIONS AND NOTIFY THE OWNERAND/OR OWNER'S REPRESENTATIVE FOR FURTHER DIRECTION.29.ALL DEBRIS RESULTING FROM CONSTRUCTION AND DEMOLITION SHALL BE HAULED OFF SITE ANDDISPOSED OF PROPERLY AND LEGALLY.30.GENERAL CONTRACTOR SHALL COORDINATE WITH POSTMASTER TO DETERMINE MAILBOX LOCATION.SITE PLAN NOTES1.DIMENSIONS SHOWN ON THE SITE PLAN ARE TO FACE OF CURB LINE IN CURBED AREAS AND EXTERIORFACE OF BUILDING, UNLESS OTHERWISE SPECIFIED.2.A SEPARATE SIGN APPLICATION TO THE CITY OF FORT COLLINS IS REQUIRED FOR ALL SIGNS.DEMOLITION PLAN NOTES1.PRIOR TO BIDDING, CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTINGCONDITIONS OF THE PROJECT AREA AND ANTICIPATED DEMOLITION REQUIREMENTS.2.CONTRACTOR TO PROTECT ALL UTILITY, PAVING, BUILDINGS, ETC. OUTSIDE OF LIMITS OF PROPOSEDCONSTRUCTION DURING DEMOLITION OPERATIONS.3.ALL EXISTING PAVEMENT ONSITE SHALL BE REMOVED UNLESS OTHERWISE NOTED.4.CONTRACTOR SHALL REFER TO PAVING PLAN FOR DETAILS ON LIMITS OF PAVING DEMOLITION, ANDEROSION CONTROL PLAN FOR PERIMETER CONTROL.5.ALL DEMOLITION WORK ON THIS CONSTRUCTION SITE SHALL BE IN CONFORMANCE WITH LOCALSTANDARDS AND GUIDELINES.6.THIS DEMOLITION PLAN DEPICTS THE ANTICIPATED REMOVALS NECESSARY FOR CONSTRUCTION OFTHE PROJECT. MISCELLANEOUS AND MINOR REMOVALS MAY NOT BE SHOWN IN DETAIL BUT ARECONSIDERED OBLIGATORY TO THE PROJECT. ADDITIONAL REMOVALS MAY BE NECESSARY AND THECONTRACTOR WILL BE REQUIRED TO REMOVE ALL EXISTING IMPROVEMENTS THAT ARE IN CONFLICTWITH THE PROPOSED CONSTRUCTION AND AS OTHERWISE DIRECTED BY THE OWNER.7.CONTRACTOR SHALL COORDINATE DEMOLITION AND/OR RELOCATION OF EXISTING UTILITIES WITH THEAPPROPRIATE UTILITY OWNER AND IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS.INTERRUPTIONS IN SERVICE SHALL BE COORDINATED WITH THE UTILITY OWNER AND PROPERTYOWNER(S) IMPACTED. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANYFOR PORTIONS OF THE WORK TO BE PERFORMED BY UTILITY COMPANY'S FORCES, AND PROVIDEADEQUATE NOTICE FOR SCHEDULING. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES ANDCHARGES, UNLESS OTHERWISE PAID BY KUM & GO PRIOR TO CONSTRUCTION. UTILITY REMOVALTRENCHES SHALL BE BACKFILLED WITH APPROVED MATERIAL AND MEET COMPACTION REQUIREMENTSPER THE GEOTECHNICAL REPORT.8.THE SITE MAY CONTAIN EXISTING FOOTINGS OR OTHER UNDERGROUND STRUCTURES THAT ARE NOTDEPICTED ON THIS PLAN. CONTRACTOR SHALL TAKE CARE TO REMOVE ALL NECESSARY STRUCTURESAND BACKFILL IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. BOTTOM OF EXCAVATIONSUBGRADE SHALL BE INSPECTED BY THE GEOTECHNICAL TESTING ENGINEER AND APPROVED PRIOR TOANY BACKFILL.9.CONTRACTOR TO COMPLETELY REMOVE TREES DESIGNATED TO BE REMOVED, STUMPS, AND ROOTSYSTEMS.10.PRIOR TO DEMOLITION WORK, EROSION CONTROL DEVICES ARE TO BE INSTALLED. EROSION CONTROLMEASURES SHALL BE ADJUSTED AS DEMOLITION AND CONSTRUCTION SEQUENCING WARRANTS.11.ALL EXISTING UNUSED SERVICE LINES FOR WATER AND WASTEWATER SHALL BE REMOVED PER LOCALUTILITY COMPANY STANDARDS. ALL EXISTING UNUSED GAS, TELEPHONE, FIBER OR ELECTRICLINE/SERVICE SHALL BE COORDINATED FOR REMOVAL WITH UTILITY COMPANY.12.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A MANNERAPPROVED BY ALL GOVERNING AUTHORITIES FOR ALL STRUCTURES, PADS, WALLS, PANS,FOUNDATIONS, PAVEMENT, UTILITIES, ETC. TO BE DEMOLISHED, SUCH THAT THE IMPROVEMENTSSHOWN ON THE PLANS CAN BE CONSTRUCTED. DEMOLITION AND DISPOSAL PERMITS SHALL BE THECONTRACTOR'S RESPONSIBILITY. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO APPROVEDGRADE AND BROUGHT UP TO PROPOSED GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THEGEOTECHNICAL REPORT.13.DURING DEMOLITION OPERATIONS, THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES USINGMEANS OF THEIR CHOICE.14.CONTRACTOR SHALL PRESERVE ALL LANDSCAPING NOT TO BE REMOVED FOR CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED BY CONSTRUCTION.15.SAWCUTS SHALL BE TO FULL DEPTH OF EXISTING PAVEMENT. CONCRETE PAVEMENT SHALL BEREMOVED TO NEAREST EXISTING JOINT WHEN LESS THAN 5' FROM PROPOSED SAWCUT.GRADING PLAN NOTES1.PRIOR TO ANY GRADING OPERATIONS, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BEADEQUATELY IN PLACE. REFER TO THE EROSION AND SEDIMENT CONTROL PLAN FOR REQUIREMENTS.2.THE CONTOUR LINES, SPOT ELEVATIONS AND BUILDING FLOOR ELEVATIONS SHOWN ARE TO FINISHGRADE FOR SURFACE OF PAVEMENT, TOP OF SIDEWALKS AND CURBS, TOP OF FLOOR SLABS, ETC.REFER TO TYPICAL SECTIONS FOR MULCH, SOD, PAVING, SLAB AND AGGREGATE BASE THICKNESS TODEDUCT FOR SUBGRADE ELEVATIONS.3.ALL TOP OF CURB AND SIDEWALK ELEVATIONS SHALL BE 0.5' ABOVE GUTTER ELEVATIONS UNLESSOTHERWISE NOTED. IN AREAS WITH SIDEWALK ABUTTING BACK OF CURB, TOP OF CURB ELEVATIONSSHALL BE EQUAL TO SIDEWALK ELEVATIONS.4.THE CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN ONE FOOT VERTICAL INTHREE FEET HORIZONTAL.5.CONTRACTOR SHALL GRADE LANDSCAPED AREAS TO PROVIDE POSITIVE DRAINAGE AWAY FROMBUILDINGS AND SIDEWALKS WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE. SLOPE SHALL BE A 2%MINIMUM.6.SITE AND BUILDING PAD PREPARATION, GRADING AND EXCAVATION PROCEDURES SHALL CONFORM TOTHE RECOMMENDATIONS OUTLINED IN THE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BYOLSSON, PROJ. NO. 020-2883.7.IN CASE OF ANY DISCREPANCIES REGARDING EARTHWORK BETWEEN THE REPORT OF GEOTECHNICALEXPLORATION AND THE SPECIFICATIONS SHOWN IN THESE PLANS, NOTIFY THE OWNER IMMEDIATELY.8.ALL HERBACEOUS VEGETATION AND TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 6" (IFENCOUNTERED) AND REMOVED FROM SITE OR STOCKPILED FOR LATER USE IN LANDSCAPED AREAS.9.ALL EXISTING PAVEMENT, UTILITIES, BURIED DEBRIS, RUBBLE, AND/OR STRUCTURES/FOUNDATIONSENCOUNTERED WITHIN AREAS OF DISTURBANCE SHALL BE COMPLETELY REMOVED PRIOR TO ORDURING EARTHWORK OPERATIONS. WASTED MATERIAL SHALL NOT BE BURIED ONSITE WITHOUT THEPRIOR APPROVAL OF THE OWNER.10.THE AREA ABOVE THE SPRINGLINE OF ALL UTILITY TRENCHES IN UNPAVED AREAS SHALL BEBACKFILLED WITH COMPACTED COHESIVE SOILS. SEE REPORT OF GEOTECHNICAL EXPLORATION FORCOMPACTION AND MOISTURE RECOMMENDATIONS.11.FINAL PAVEMENT SUBGRADES SHALL BE PROOFROLLED IMMEDIATELY PRIOR TO THE PLACEMENT OFTHE PAVEMENT TO DETECT LOCALIZED AREAS OF INSTABILITY. PROOFROLLING IS NOT RECOMMENDEDIN THE AREAS OF THE NEW FUEL TANKS OR DELIVERY LINE INSTALLATION.12.SUITABLE FILL MATERIALS SHALL BE PLACED IN THIN LIFTS OF 4 TO 8 INCHES LOOSE MEASUREMENT,UNLESS OTHERWISE ALLOWED IN THE REPORT OF GEOTECHNICAL EXPLORATION.13.IF REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS AND AUTHORIZATIONTO DISCHARGE FROM DEWATERING ACTIVITIES.14.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS AND TRENCHES AS NEEDED FOR THECONSTRUCTION OF THE PROJECT USING MEANS/METHODS OF HIS CHOICE. REFER TO THE REPORT OFGEOTECHNICAL EXPLORATION FOR ANTICIPATED LEVELS OF GROUNDWATER AND DEWATERINGRECOMMENDATIONS.15.ALL EXCAVATIONS AND TRENCHES SHALL BE SLOPED/SHORED/BRACED FOR PROTECTION OFPERSONNEL IN ACCORDANCE WITH OSHA REGULATIONS AND AT THE CONTRACTOR'S FULL DISCRETIONBASED ON THE SITE CONDITIONS. OPEN EXCAVATIONS SHALL BE ADEQUATELY PROTECTED AND/ORFENCED AS NECESSARY AND FOR THE SAFETY OF THE PUBLIC.STORMWATER MANAGEMENT AND EROSION/SEDIMENTCONTROL NOTES1.THIS PROJECT REQUIRES A PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY FROM THE STATE'S GOVERNING AUTHORITY. CONTRACTOR TO COMMENCE WORK ON THISSITE ONLY AFTER AN ACTIVE PERMIT NUMBER HAS BEEN OBTAINED FROM THE STATE'S GOVERNINGAUTHORITY. A LOCAL CONSTRUCTION STORMWATER PERMIT IS ALSO REQUIRED BY THE CITY OF FORTCOLLINS.2.THE CONTRACTOR SHALL CONTINUOUSLY PROVIDE ADEQUATE STORMWATER MANAGEMENT INACCORDANCE WITH THE APPROVED STORMWATER MANAGEMENT PLAN (SWMP).3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS, ACCESS ROUTES, ANDWATERWAYS IN THE VICINITY OF THE JOB SITE CLEAN AND FREE OF ROCKS, SOIL AND DEBRIS.4.THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL “BEST MANAGEMENTPRACTICES” (BMPS) PRIOR TO ANY SITE PREPARATION WORK (E.G., CLEARING, GRUBBING, DEMOLITION,OR EXCAVATION).5.THE PLACEMENT OF EROSION AND SEDIMENT BMPS SHALL BE IN ACCORDANCE WITH THE EROSION ANDSEDIMENT CONTROL PLAN PREPARED FOR THE PROJECT. CONTRACTOR TO ADJUST QUANTITY,LOCATION, AND TYPE OF EROSION AND SEDIMENT CONTROL BMPS AS NECESSARY FOR THE VARIOUSPHASES OF THE WORK AND AS ACTUAL CONDITIONS WARRANT. CONTRACTOR SHALL CONTINUOUSLYMODIFY THE EROSION AND SEDIMENT CONTROL PLAN WITH CURRENT BMPS IN ACCORDANCE WITH THECONSTRUCTION STORMWATER PERMIT REQUIREMENTS. ADDITIONAL EROSION AND SEDIMENTCONTROL BMPS EMPLOYED BY THE CONTRACTOR AT HIS DISCRETION WILL NOT BE MEASURED OR PAIDFOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.6.A GROUNDWATER DISCHARGE PERMIT MAY BE REQUIRED FROM THE STATE GOVERNING AUTHORITYPRIOR TO DISCHARGE.7.GROUNDWATER SHALL BE SAMPLED AND SENT TO AN APPROVED LABORATORY FOR TESTING PRIOR TOBEING DISCHARGED. TESTING SHALL BE IN ACCORDANCE WITH THE PERMIT FOR STORMWATERDISCHARGE.8.APPROVED EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND KEPT IN GOOD REPAIRFOR THE DURATION OF THIS PROJECT. UNLESS OTHERWISE REQUIRED BY THE STATE'S CONSTRUCTIONSTORMWATER PERMIT, AT A MINIMUM THE CONTRACTOR SHALL INSPECT ALL BMPS EVERY 14 DAYS,AND AFTER ALL SIGNIFICANT PRECIPITATION EVENTS I.E. RAINFALL, SNOWMELT. ALL NECESSARYMAINTENANCE AND REPAIR ACTIVITIES SHALL BE COMPLETED AS SOON AS POSSIBLE (IMMEDIATELY INMOST CASES) AFTER DIRECTION BY THE INSPECTOR. ACCUMULATED SEDIMENT AND CONSTRUCTIONDEBRIS SHALL BE REMOVED WEEKLY FROM ALL BMPS, OR AT ANY TIME THAT SEDIMENT ORCONSTRUCTION DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMPS.9.TOPSOIL AND SUITABLE EARTHEN MATERIALS SHALL BE SEGREGATED AND STOCKPILED WITHIN THELIMITS OF CONSTRUCTION FOR USE ON AREAS TO BE FILLED AND RE-VEGETATED. ANY AND ALLSTOCKPILES SHALL BE PLACED IN AN APPROVED LOCATION AND PROTECTED FROM EROSIVE ELEMENTSUSING MEASURES SPECIFIED IN THE EROSION/SEDIMENT CONTROL PLAN AND STORMWATERMANAGEMENT PLAN (SWMP).10.SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE MULCHED AND SEEDEDWITH A TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN (14) DAYS OF STOCKPILECONSTRUCTION.11.ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADINGOR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL BEHELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS,WETLANDS, PROPERTIES, ETC. RESULTING FROM WORK DONE AS PART OF THIS PROJECT.12.A WATER SOURCE MUST BE AVAILABLE ON SITE DURING EARTHWORK OPERATIONS AND UTILIZED ASREQUIRED TO MINIMIZE DUST FROM EARTHWORK EQUIPMENT AND WIND.13.THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING SEDIMENT, CONSTRUCTION DEBRIS, ANDTRENCH BACKFILL MATERIALS FROM ENTERING THE STORM SEWER SYSTEM.14.ALL SPILLS INCLUDING, BUT NOT LIMITED TO, PETROLEUM PRODUCTS, SOLVENTS, AND CEMENT SHALLBE CLEANED UP IMMEDIATELY. THE LOCAL CITY/COUNTY AND STATE'S GOVERNING AUTHORITY SHALLBE NOTIFIED IMMEDIATELY.15.THE CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OREXPORTED FROM THE SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIALDURING TRANSPORT ON PUBLIC RIGHT-OF-WAY. ALL MATERIAL EXPORTED FROM THE SITE SHALL BEDISPOSED OF AT A SITE PERMITTED TO ACCEPT SUCH MATERIAL.16.THE USE OF REBAR, STEEL STAKES OR STEEL FENCE POSTS FOR STAKING DOWN STRAW OR HAYBALES, OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE, IS PROHIBITED.17.THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED LOCATIONS ONTHE JOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEMIS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP AND DISPOSED OF AT ANAPPROPRIATE LOCATION.18.CONTRACTOR SHALL PROVIDE A COMPLETED "NOTICE OF TERMINATION" TO OWNER, FOR OWNERSSUBMITTAL TO THE STATE'S GOVERNING AUTHORITY ONCE THE PROJECT IS COMPLETE, ALL DISTURBEDAREAS HAVE BEEN STABILIZED AND TEMPORARY BMPS HAVE BEEN REMOVED.19.THE CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OFDEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THESATISFACTION OF THE OWNER AND LOCAL AUTHORITIES. ANY CONSTRUCTION DEBRIS OR MUDDROPPED INTO MANHOLES, INLETS, PIPES OR TRACKED ONTO EXISTING ROADWAYS SHALL BEREMOVED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONSOR PAVEMENT FAILURES CAUSED BY HIS CONSTRUCTION.PAVING NOTES1.ALL PAVING WORK AND SUBGRADE PREPARATION/STABILIZATION SHALL CONFORM TO THERECOMMENDATIONS OF THE REPORT OF GEOTECHNICAL EXPLORATION, PREPARED BY OLSSON, PROJ.NO. 020-2883. IN CASE OF ANY CONFLICT WITH THESE PLANS, NOTIFY OWNER IMMEDIATELY.2.UNLESS PROVIDED FOR IN THE PLANS, CONTRACTOR SHALL DEVELOP A CONCRETE PAVEMENTJOINTING PLAN USING THE PROPOSED PAVING PLAN AND SITE CONDITIONS. JOINT LAYOUT SHALL BE INACCORDANCE WITH ACI 330R “GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKINGLOTS,” AND STANDARD CONSTRUCTION PRACTICES. JOINT DETAILS SHALL BE IN ACCORDANCE WITHTHE DETAILS PROVIDED IN THIS PLAN SET. CONTRACTOR SHALL PROVIDE A PAVEMENT JOINTING PLANFOR OWNER APPROVAL.3.ALL CONCRETE PAVEMENT AND CONSTRUCTION SHALL MEET KUM & GO STANDARD SPECIFICATIONS.CONCRETE PAVEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI, TYPE I/IIPORTLAND CEMENT (UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT FOR HIGHERSULFATE RESISTANCE), A SLUMP OF 4 INCHES +/- 1 INCH, AND AN AIR CONTENT OF 6% +/- 1%.4.PAVEMENT MUST HAVE A SOLAR REFLECTANCE INDEX (SRI) OF 29 OR HIGHER.5.ALL RADIUS/LINEAL DIMENSIONS SHOWN ON THE PAVING PLAN ARE TO FACE OF CURB UNLESSOTHERWISE NOTED.6.ALL PAVEMENT MARKINGS FOR PARKING STALLS SHALL BE 4" WIDE YELLOW MARKINGS, CONFORMINGTO AASHTO M248 READY MIXED YELLOW TRAFFIC PAINT.7.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL ACCESSIBLE AREAS AND ROUTES AREBUILT IN ACCORDANCE WITH THE PLANS AND THE “2010 ADA STANDARDS FOR ACCESSIBLE DESIGN”.THE SITE MAY BE INSPECTED BY CITY PERSONNEL FOR COMPLIANCE WITH THE STANDARDS.8.ADA ACCESSIBLE PARKING STALLS AND AISLES SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF2.00% IN ANY DIRECTION. ADA ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A MAXIMUM CROSSSLOPE OF 2.00% AND A MAXIMUM LONGITUDINAL SLOPE OF 5.00% (UNLESS RAMPS AND LANDINGS AREPROVIDED PER ADA STANDARDS). CURB RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF8.33% (12:1). ACCESSIBLE MANEUVERING AREAS AT DOORS SHALL BE CONSTRUCTED WITH A MAXIMUM2.00% IN ANY DIRECTION. CONTRACTOR SHALL FIELD VERIFY ADA GRADES AND FORMWORK PRIOR TOPLACING ANY CONCRETE. OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY SHOWN ONTHE PLANS.UTILITY NOTES1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AT PROPOSED POINTS OF CONNECTIONAND CONFIRM EXACT LOCATIONS/SIZES OF ALL UTILITY SERVICE LINE HOOKUPS TO THE BUILDING (PERMEP PLANS) PRIOR TO UTILITIES CONSTRUCTION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ONSITE MEETINGS WITH THE CITY,GOVERNING AGENCIES, AND UTILITY OWNERS PRIOR TO THE START OF ANY CONSTRUCTION ORINSTALLATION OF UTILITIES.3.THE CONTRACTOR SHALL CONSTRUCT ALL WATER AND SANITARY SEWER SERVICE LINES ANDCONNECTIONS IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE CITYOR LOCAL UTILITY PROVIDER.4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY SERVICE CONNECTIONS WITH THEAPPROPRIATE UTILITY COMPANY/OWNER, AND TO OBTAIN ALL PERMITS AND PAY ALL FEES ASREQUIRED FOR SERVICE CONNECTIONS TO UTILITY MAINS.5.UTILITY TRENCHES AND STRUCTURE EXCAVATIONS ARE TO BE SLOPED OR BRACED AND SHEETED ASNECESSARY FOR THE SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES INCOMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS.6.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROVIDE TRENCHING FOR ALL UTILITY SERVICELINES.7.CONTRACTOR TO SET AND ADJUST ALL PROPOSED UTILITY STRUCTURES, CLEANOUTS, VALVES, METERPITS, ETC. TO FINISH GRADE. EXISTING ITEMS AFFECTED BY THE WORK SHALL BE ADJUSTED ASREQUIRED TO MATCH FINISH GRADE.8.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPARTMENT TO ENSUREADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND ADJACENT PROPERTIES.CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUTOFFS WITH THE CITY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFSWILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT HIS EXPENSE.STORM SEWER NOTES1.STORM SEWER PIPE MATERIALS SHALL BE HDPE DOUBLE-WALL, SMOOTH INTERIOR PIPE (ADS N-12 ORAPPROVED EQUAL) UNLESS OTHERWISE SPECIFIED IN THE PLANS. ALL JOINTS AND STRUCTURECONNECTIONS SHALL BE SOIL-TIGHT (MINIMUM).2.STORM SEWER PIPE SHALL BE BEDDED, INSTALLED, AND BACKFILLED IN ACCORDANCE WITH THEDETAILS INCLUDED IN THE PLANS, MANUFACTURER'S INSTALLATION REQUIREMENTS, AND/ORSTANDARD DETAILS INCLUDED BY REFERENCE.3.ALL CAST-IN-PLACE CONCRETE DRAINAGE STRUCTURES SHALL HAVE A MINIMUM 28 DAY COMPRESSIVESTRENGTH OF 4,000 PSI, TYPE II CEMENT (UNLESS OTHERWISE SPECIFIED) WITH AIR ENTRAININGADMIXTURES AND SHALL CONFORM TO THE LOCAL CITY'S SPECIFICATIONS.4.SMALL DIAMETER STORM SEWER CONNECTIONS (12 INCH DIAMETER AND LESS) SHALL BE MADE WITHREDUCING WYE'S, 45 DEGREE BENDS, AND REDUCING COUPLERS, UNLESS OTHERWISE INDICATED.REFER TO PLAN AND DETAILS FOR SYSTEM LAYOUT.5.ALL CAST-IN-PLACE AND PRE-FABRICATED DRAINAGE STRUCTURES WITHIN PAVED AREAS MUST BEINSTALLED TO MEET (AT A MINIMUM) AASHTO H-20/HS-20 LOAD RATING. THE GENERAL CONTRACTORSHALL CONSULT WITH THE MANUFACTURER OF ANY PRE-FABRICATED STRUCTURE TO CONFIRMINSTALLATION MEASURES REQUIRED TO ENSURE THE AFOREMENTIONED LOAD RATING IS ACHIEVED.FOR ALL PRE-FABRICATED NYLOPLAST® DRAIN BASINS, THE GENERAL CONTRACTOR SHALL POUR ACONCRETE COLLAR UNDER THE FRAME/GRATE/HOOD ASSEMBLY IN THE MINIMUM DIMENSIONSSPECIFIED ON THE MANUFACTURER’S STANDARD DETAIL DRAWINGS TO ACHIEVE H-20/HS-20 LOADRATING. THE GENERAL CONTRACTOR SHALL CONTACT OWNER FOR ADDITIONAL DIRECTION IFH-20/HS-20 INSTALLATION GUIDELINES CANNOT BE OBTAINED FROM THE MANUFACTURER OF ANYPROPOSED PRE-FABRICATED STRUCTURE.GENERAL NOTESC0.12
SHEET NUMBER:CPM: SDM: RDM:03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT 1459 Grand AvenueDes Moines, Iowa50309P: 515-226-0128F: 515-223-9873DATE:TCDGBSCALL 811 SEVENTY-TWO HOURS PRIOR TODIGGING, GRADING OR EXCAVATING FOR THEMARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013
Know what'sbelow.before you dig.CallRwww.olsson.comTEL 303.237.2072
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DATE REVISION DESCRIPTION
OF 40GENERAL NOTES1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEEDTHE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREETSTANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEENTHESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVESTANDARD 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 SAIDSTANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARSFROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THEEXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TOCOMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS.4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBYAFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK,FOR ANYERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCALENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCHRESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLDHARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINSTALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINEDIN 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 SPECIFICATIONSCURRENT 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 APPROXIMATEWHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THEEXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORECOMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWNUNDERGROUND UTILITIES.7.THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALLREGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATIONCOMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICELATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THERESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THEPROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FORCOORDINATING 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 ISREQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGNMODIFICATION(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 UTILITYCOMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH AMINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, INADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITYCOMPANIES.11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATERSYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITYPROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.12.THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZEPOTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BECONSTRUCTED 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 UNLESSOTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING ISREQUIRED 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 STORMWATER 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 FACILITIESLOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THERESPONSIBILITY OF THE PROPERTY OWNER(S).17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGEFACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATERUTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT ATLEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS.FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITYDEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OFTHOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.18.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THISDEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATERFLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINEDAS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/ORSTORM DRAINAGE FACILITIES IN THE DEVELOPMENT.19.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE REPORT FOR THE PROJECT SHALL BE FOLLOWED ANDIMPLEMENTED.20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSIONCONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THEDEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE ORLANDSCAPING.21.THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKEDONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY ANAPPROPRIATE 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 ARIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE.23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLEAGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCALENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROLINSPECTOR (FORT COLLINS – 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTHDISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITYENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED,THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITYRESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS ANIMPROPER INSTALLATION.24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHTOF-WAYAFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THEPLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORTDOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPERSHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAYUSE 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 PROFESSIONALENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYSPRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE ANDASPHALT 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 CONSTRUCTEDELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, ANDOTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUSTCERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANSAND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THELOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS.26.26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BECOMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESESTANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALLSERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THEEXCAVATION NECESSARY FOR BUILDING CONNECTIONS.27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAINRESOLUTION 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 INACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREAMITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCALENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT.30.THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO,EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION2226, EXCAVATING AND TRENCHING.31.THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD,TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR APPROVAL,PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPERSHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BYTHE 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 WILLTEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THECONTRACTOR 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 ANDSTRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT’S LOCAL STREET OPERATIONS. INADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATEDTO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT.34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BYTHE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESSTHERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THECOMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BEPROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENTDIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THEDIMENSION 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 ANDEXTENSION AGREEMENTS NEEDED FOR THE JOB. 38. IF, DURING THE CONSTRUCTION PROCESS,CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THEPLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE DESIGNER AND THE LOCAL ENTITYENGINEER IMMEDIATELY.39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORDDRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S INSPECTOR AT ALLTIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THELOCAL ENTITY ENGINEER.40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THENEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THEINFORMATION SHALL BE AS FOLLOWS:BENCHMARKS—LOCAL ENTITY SURVEY.NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)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 EXISTINGFENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, ANDIMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BEREPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER’S EXPENSE, UNLESS OTHERWISE INDICATED ONTHESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITIONEQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BEDOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHINGSHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHEDPATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVEDWITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OFTHE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OFNEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCALENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE.44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITIONEQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES ANDCONDITION 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 BEGUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWOYEARS FROM THE DATE OF ACCEPTANCE.47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANTIMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATESTREETS:N/A48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: 40' DRIVEWAY WIDTHSITE PLAN NOTES1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORMDRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OFALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THEPLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGESTO THE PLANS.4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROMADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISHSUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OFTHE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS ANDPLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS APHASING PLAN IS SHOWN WITH THESE PLANS.6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARPCUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVEDBY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESSA SPECIFIC VARIANCE IS GRANTED BY THE CITY.8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUSTPROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BEPROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKINGSPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALLACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN1:48 CROSS SLOPE.11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFICCIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTYOWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALLADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALLBE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINALPLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREETSIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVECOVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCEDHAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHESLINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OFREQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.15.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 THISPROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'SEXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OFTHE FIRST CERTIFICATE OF OCCUPANCY.16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIALPRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODEOFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRELANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBITTHE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED INA CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TOPROVIDE ADEQUATE VISIBILITY.17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THECITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESSTHE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALLBUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATIONPLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THEPROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND.WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLICWAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.STREET TREE NOTES1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ONTHIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONESBETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVETHE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITYOF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING ORRELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACHPHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVALOF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITYCODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORTCOLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTEDBY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR.4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINALMAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALLSTREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLECONDITION PRIOR TO ACCEPTANCE.5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TOACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS ANDSTREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE.QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TOMEET SEPARATION STANDARDS.TREE PROTECTION NOTES1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFERZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER AFOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THEDISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS.TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OFFORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTINGTREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT,SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUCK OR ONE-HALF (12) OF THEDRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT,MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OFEQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS,SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREEWITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LANDCLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF" RATHER THANERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAYBE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYINGRIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEINGCLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRINGEXCAVATION DEEPER THAN SIC (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEMOF PROTECTED EXISTING TREES AT A MINIUMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREEDIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD SEASON (FEB1-JULY 31) ORCONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.GENERAL LANDSCAPE NOTES1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OFNORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THEAMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OREQUIVALENT.2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREASSHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWEDAND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OFA BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATIONSYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH ANAUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BYTHE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATERREQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THECITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEETPARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENTIRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATIONAND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS.3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTIONACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITYCODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BETHOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BETHOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6)INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDSOF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THEISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THECITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THESOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUNDHORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHYGROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BESECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OFOCCUPANCY FOR ANY BUILDING IN SUCH PHASE.6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPEELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAMEMANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER ORSUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULARMAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BEMAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH ASFENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLYSOUND CONDITION.7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLYREPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES4 FEET BETWEEN TREES AND GAS LINES9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYSAND ALLEYS PER LUC 3.2.1(D)(2)(A).10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA ASSPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24"SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OFDECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF ANOPEN DESIGN.11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THEPROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICTWITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIREDBY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUSTBE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDEDIN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANTSPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.NATURAL AREA BUFFER NOTES1.STANDARDS FOR PROTECTION DURING CONSTRUCTION - THE DIRECTOR SHALL ESTABLISH A "LIMITS OFDEVELOPMENT" ("LOD") LINE(S) TO ESTABLISH THE BOUNDARY OF THE PROJECT OUTSIDE OF WHICH NOLAND DISTURBANCE ACTIVITIES WILL OCCUR DURING THE CONSTRUCTION OF THE PROJECT.2.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE.3.CONSTRUCTION SHALL BE ORGANIZED AND TIMED TO MINIMIZE THE DISTURBANCE OF SENSITIVE SPECIESOCCUPYING OR USING ON-SITE AND ADJACENT NATURAL HABITATS OR FEATURES.4.CONSTRUCTION OF BARRIER FENCING SHALL BE PROVIDED AT THE LIMITS OF THE DEVELOPMENT DURINGCONSTRUCTION.FLOODPLAIN AND FLOODWAY NOTES1.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YEAR SPRING CREEKFLOODPLAIN.2.DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALLAPPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (CURB &GUTTER, PAVEMENT, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE SPRING CREEK FLOODPLAIN LIMITS ASDELINEATED ON FINAL DEVELOPMENT DOCUMENTS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECTTO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.3.CONSTRUCTION OF RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE 100 YEAR FLOODWAY.4.RESIDENTIAL STRUCTURES ARE ALLOWED IN THE 100 YEAR HIGH RISK FLOOD FRINGE PROVIDED THEY MEETALL ELEVATION REQUIREMENTS OF CHAPTER 10 OF THE CITY MUNICIPAL CODE.5.NON-STRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE PATHS, FILL, DRIVEWAYS,PARKING AREA, VEGETATION, ETC.) IS ALLOWED WITHIN THE 100 YEAR FLOODWAY, PROVIDED THEDEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION OR A CHANGE TO THE FLOODWAYOR FLOOD FRINGE BOUNDARIES. NON-STRUCTURAL DEVELOPMENT IS NOT RESTRICTED IN THE FLOODFRINGE.STORM DRAINAGE NOTES1.THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGEFACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THERESPONSIBILITY OF THE PROPERTY OWNER(S).2.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY (NAME OF THE STUDYAND DATE) BY (ENGINEERING FIRM) SHALL BE FOLLOWED AND IMPLEMENTED.3.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THEDRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THESTORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITYDEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FORSINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THESTORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDINGPERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.4.SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL – APPENDIX F CONSTRUCTION CONTROLMEASURES STANDARD NOTES AND STANDARD EROSION CONTROL NOTES.WATERLINE NOTES1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESSOTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.CONFIDENTIAL DOCUMENT:INFORMATION CONTAINED IN THIS DOCUMENT ISPROPRIETARY TO KUM & GO, L.C. AND SHALL NOTBE DISTRIBUTED.CITY GENERAL NOTESC0.23TREE DIAMETER OR BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FT)0-213-425-9510-141015-1912OVER1915
C0.3
4 OF 40
03/03/2023
PARCEL No. 9724135000
OWNER: N/A
-DUNLAP PARCEL 2-
PARCEL No. 9724105001
ADDRESS: 949 E PROSPECT ROAD
OWNERS: DUNLAP RICHARD W
CITY ZONING: N-C
FLOOD ZONE X
1.46 Acres (63,549 sq.ft.) Gross
1.20 Acres (52,347 sq.ft.) Net*
Prospect Road
(70' Right-of-Way Width)
-35MPH Speed Limit-
-SUBJECT PROPERTY-
LOT 5, EAST ACRES
PARCEL No. 9724106004
OWNER: MATLOCK JAMES J
-DUNLAP PARCEL 1-
PARCEL No. 9724106017
ADDRESS: 947 E PROSPECT ROAD
OWNERS: DUNLAP RICHARD W AND PAMELA S
CITY ZONING: N-C
FLOOD ZONE X
-CITY OF FORT COLLINS PARCEL-
PARCEL No. 9724106905
ADDRESS: 945 E PROSPECT ROAD
OWNERS: CITY OF FORT COLLINS
CITY ZONING: N-C
FLOOD ZONE X & AE
-DUNLAP PARCEL 3-
PARCEL No. 9724106016
ADDRESS: 1607 S LEMAY AVENUE
OWNERS: DUNLAP RICHARD W
CITY ZONING: N-C
FLOOD ZONE X & AE
PARCEL No. 9724132000
OWNER: N/A
PARCEL No. 9724106006
OWNER: RHT LLC PARCEL No. 9724106030
OWNER: RHT LLC
PARCEL No.8719233006
OWNER: PARK CENTRAL OWNERS ASSN
PARCEL No.8719233001
OWNER: BRUNNER KENTON H (1/2)
PARCEL No. 8718332004
OWNER: SURGERY CENTER
OF FORT COLLINS LLCPARCEL No. 9713408192
OWNER: PRD PROPERTIES LLCPARCEL No. 9713408193
OWNER: PLAUT JOSETTE M
Lake StreetLemay Avenue(Right-of-Way Width Varries)-35MPH Speed Limit-REVISIONSDATEREVISION DESCRIPTIONSHEET NUMBER:
CPM:
SDM:
RDR:
11/24/2020#951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT ST, FORT COLLINS6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
F: 515-223-9873
DATE:
ROBERT FIEBIG III
RYAN HALDER
DAN GARNEAU
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
Know what's below.
before you dig.CallR ALTA/NSPS LAND TITLE SURVEY1 OF 2
ALTA/NSPS LAND TITLE SURVEY
KUM & GO #951
Lot 5, East Acres, Being a Portion of the Northeast Quarter of Section 24,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado
VICINITY MAP
LEGEND
PROSPECT ROAD
LEMAY AVENUESTUART STREET
PIT
K
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S
T
R
E
E
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R
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E
S
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R
E
E
T
ELIZABETH STREET
C0.4
5 OF 40
03/03/2023
Prospect Road
(70' Right-of-Way Width)
-35MPH Speed Limit-Lake StreetD
D
A A
D
C
D
D
C
A
AA
A
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B
BB
C B
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A
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Lemay Avenue(Right-of-Way Width Varries)-35MPH Speed Limit-REVISIONSDATEREVISION DESCRIPTIONSHEET NUMBER:
KG PROJECT TEAM:
6400 Westown Parkway
West Des Moines, Iowa
50266
P: 515-226-0128
F: 515-223-9873
DATE:
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
Know what's below.
before you dig.CallR
ALTA/NSPS LAND TITLE SURVEY
KUM & GO #951
Lot 5, East Acres, Being a Portion of the Northeast Quarter of Section 24,
Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins,
County of Larimer, State of Colorado
LEGEND
DETAIL B
11/24/2020#951 - FORT COLLINS, CO949 E PROSPECT ST, FORT COLLINSALTA/NSPS LAND TITLE SURVEY2 OF 2
DETAIL A
CPM:
SDM:
RDR:ROBERT FIEBIG III
RYAN HALDER
DAN GARNEAU
E. PROSPECT RD
LEMAY AVEPROPERTY BOUNDARY
EXISTING CURB AND GUTTER
LEGEND
BARBED WIRE FENCEX
MINOR CONTOUR
MAJOR CONTOUR
EXISTING WATER LINE
EXISTING UNDERGROUND POWER
EXISTING GAS LINE
EXISTING FIBER OPTIC LINEFO
GAS GAS
UGE UGE
W W
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
FLAG NOTES:
REMOVAL OF ENTIRE EXISTING BUILDING STRUCTURE, ROOF, FLOORS,
WALLS, STAIRS, FOOTINGS, AND STRUCTURAL COLUMNS IN THEIR ENTIRETY.
REMOVE ALL ASSOCIATED PAVEMENT, AND SIDEWALKS. REMOVE ALL
APPURTENANCES AND UTILITIES FOUND WITHIN THE PROPOSED AND
EXISTING BUILDING AREA FOOTPRINTS PER RESPECTIVE UTILITY COMPANY'S
REQUIREMENTS. REMOVE ALL BUILDING CONTENTS, DEBRIS, ETC. WITHIN
BUILDING. C ALL MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY
DISPOSED OF PER LOCAL CODES AND REGULATIONS.
EXISTING UNDERGROUND ELECTRIC LINE TO BE REMOVED OR RELOCATED,
COORDINATE WITH LOCAL PROVIDER
EXISTING ELECTRIC STRUCTURE TO BE REMOVED OR RELOCATED,
COORDINATE WITH LOCAL PROVIDER
EXISTING ABOVE GROUND ELECTRIC LINE TO BE REMOVED, COORDINATE
WITH LOCAL PROVIDER, SEE NOTE 1
EXISTING UNDERGROUND FIBER OPTIC LINE TO BE REMOVED, COORDINATE
WITH LOCAL PROVIDER, SEE NOTE 1
EXISTING CURB & GUTTER TO BE REMOVED, LENGTH PER PLAN
EXISTING FUEL PUMP, UNDERGROUND STORAGE TANK, AND LIDS TO BE
REMOVED
EXISTING GAS LINE TO BE REMOVED, SEE NOTE 1
EXISTING GAS STRUCTURE TO BE REMOVED, COORDINATE WITH LOCAL
PROVIDER
EXISTING GRAVEL TO BE REMOVED
EXISTING LANDSCAPING EDGE TO BE REMOVED
EXISTING WOODEN FENCE TO BE REMOVED
EXISTING SITE WALL TO BE REMOVED
EXISTING POST TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING PAVEMENT TO BE REMOVED, AREA PER PLAN
EXISTING WATERLINE AND ALL ASSOCIATED APPURTENANCES TO BE
REMOVED AND CAPPED AT MAIN, COORDINATE WITH LOCAL PROVIDER
100-YEAR SPRING CREEK FLOODPLAIN
PROTECT TREES IN PLACE
EXISTING STREET CUT, REMOVE ASHPALT AREA PER PLAN
EXISTING STORM INLETS TO BE REMOVED
EXISTING TRAIL TO BE REMOVED TO PROPERTY BOUNDARY
EXISTING STRUCTURE TO REMAIN AND BE PROTECTED IN PLACE
EXISTING SANITARY SEWER SERVICE LINE AND ALL ASSOCIATED
APPURTENANCES TO BE REMOVED AND ABANDONED AT MAIN. LOCATION
APPROXIMATED THROUGH THE CITY OF FORT COLLINS UTILITY MAPPING
EXISTING STORM INLET TO BE PROTECTED IN PLACE
EXISTING STORM PIPE TO BE REMOVED, LENGTH PER PLAN. CONTRACTOR
TO CUT LATERAL AND SEAL WITH MECHANICAL PLUG AND CONCRETE
COLLAR AS CLOSE TO THE MAIN AS POSSIBLE.
EXISTING FIBER OPTIC STRUCTURE TO BE REMOVED OR RELOCATED,
COORDINATE WITH LOCAL PROVIDER
POWER POLE TO BE REMOVED OR RELOCATED PER CITY FINAL ELECTRIC
DESIGN
EXISTING STORM PIPE TO BE REMOVED, LENGTH PER PLAN. THE LATERAL
CONNECTION POINT AT MAIN SHALL BE REMOVED AS NEEDED FOR
PLACEMENT OF PROPOSED MANHOLE
EXISTING TRAFFIC SIGNAL, MAST ARM, AND GROUND SIGNAL CABINETS TO
BE REMOVED, COORDINATE WITH LOCAL PROVIDER
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF
PROSPECT ROAD, AS MONUMENTED BY A #4 REBAR WITH 1" RED
PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A CONCRETE NAIL
WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH
89°49'56" EAST BEING A GRID BEARING OF THE COLORADO STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN
DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
BASIS OF BEARINGS:DEMOLITION PLANNOTES:
1. CONTRACTOR TO COORDINATE UTILITY REMOVALS
WITH RESPECTIVE COMPANIES TO ENSURE CORRECT
REMOVAL, SHUTOFF, AND/OR ABANDONMENT.
2. NO TREES SHALL BE REMOVED DURING THE SONGBIRD
NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT
FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE
BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY
ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE
SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL
PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL
COORDINATE WITH RELEVANT STATE AND FEDERAL
REPRESENTATIVES TO DETERMINE WHETHER
ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.C0.5
6
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
SECTION 1
4945
4950
4955
4960
4965
4970
4975
4945
4950
4955
4960
4965
4970
4975
0+00 1+00 1+20.16
SECTION 2
4945
4950
4955
4960
4965
4970
4975
4945
4950
4955
4960
4965
4970
4975
0+00 1+00 1+31.34DOCUMENT REVISION DATE: JULY 2013EXISTING PROPERTY LINE
BASIS OF BEARING:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF
PROSPECT ROAD, AS MONUMENTED BY A #4 REBAR WITH 1" RED
PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A CONCRETE NAIL
WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH
89°49'56" EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE
COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983,
A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS CONTAINED
HEREIN RELATIVE THERETO.PROJECT PLANPROPERTY BOUNDARY
PROPOSED SETBACK LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
ADA ACCESSIBLE ROUTE
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURESTORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR
PROPOSED BOLLARD
PROPOSED TRANSFORMER
SIGHT TRIANGLE
GUY WIRE
POWER POLE
LEGEND
GRATED STORM INLET
SAWCUT LINE
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
FLAG NOTES:
NOT USED
PROPOSED 7' MONUMENT SIGN, OWNER SUPPLIED &
CONTRACTOR INSTALLED (SEE DETAIL SHEET C4.7)
PROPOSED DUO-GARD APEX BIKE SHELTER WITH (3) U-STYLE
BIKE RACKS SPACED 30" APART (SEE DETAIL SHEET C4.7)
PROPOSED 15' X 25' TRASH ENCLOSURE WITH NICHIHA (SEE
ARCHITECTURAL PLANS FOR DETAILS)
PROPOSED AIR MACHINE ON 4' X 4' PAD (SEE DETAIL SHEET C4.5)
PROPOSED 4" BUILDING SIDEWALK (SEE SHEET C4.6)
PROPOSED INTEGRAL CURB (SEE SHEET C4.5)
PROPOSED ZERO CURB WITH BOLLARDS, 5' SPACING (TYP) (SEE
SHEET C4.5)
PROPOSED ADA RAMP (SEE SHEET C4.5)
PROPOSED FIRE HYDRANT (SEE SHEET C3.1)
PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT (SEE
SHEET C4.1)
PROPOSED UNDERGROUND DETENTION
PAINT CURB ALONG FRONT OF TANKS YELLOW
PROPOSED SITE SIDEWALK
PROPANE CAGE (SEE SHEET C4.9)
ICE MERCHANDISE
FIREWOOD
MISCELLANEOUS MERCHANDISE
PROPOSED 4'X8' TREE GRATE
PROPOSED RIGHT TURN LANE (SEE SHEETS C4.4 & C4.5)
PROPOSED CITY CURB & GUTTER (SEE SHEETS C4.4 & C4.5)
10' PROPOSED SIDEWALK/BIKE LANE (SEE SHEETS C4.1)
PROPOSED FULL MOVEMENT ACCESS
100-YEAR SPRING CREEK FLOODPLAIN
EXISTING LOT FOR CITY HISTORICAL HOUSE TO REMAIN
CONNECT TO EXISTING CURB & GUTTER
CONNECT TO EXISTING SIDEWALK
SIGHT DISTANCE TRIANGLE LENGTH PER PLAN
REMOTE FILL LIDS (SEE PETRO PLANS FOR DETAILS)
PROPOSED 6" ROLLOVER CURB (SEE SHEET C4.5)
12' X 60' DELIVERY VEHICLE LOADING ZONE (SEE SHEET C4.1)
PROPOSED ELECTRIC TRANSFORMER WITH BOLLARDS (SEE
SHEET C3.1)
TRANSITIONS FROM ROLLOVER TO VERTICAL CURB IN 3'
SAWCUT LINE, CONTRACTOR TO SAWCUT EXISTING ASPHALT TO
A CLEAN STRAIGHT EDGE
PROPOSED SITE LIGHT POLE (SEE SHEET C3.1)
PROPOSED 8'X30' BUS STOP PAD
PROPOSED FIRE LANE SIGN (SEE SHEET C4.10)
PROPOSED DRAINAGE EASEMENT
PROPOSED SCREENWALL (SEE SHEET L1.3)
PROPOSED 2' CURB CUT
PROPOSED FENCE (SEE SHEET L1.3)
PROPOSED ELECTRIC VEHICLE (EV) CHARGING STALL
PROPOSED 2'x3' PAD FOR EV DUAL PLUG LEVEL 1 CHARGER W/
BOLLARDS
NOTES:
1.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL WEATHER
DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS.
C1.0
7
T
EV EV
VAN
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
FLOOD ZONE:
1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY
100-YEAR SPRING CREEK FLOODPLAIN.
2. DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY
OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES
PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (CURB & GUTTER,
PAVEMENT, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING
LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.)
WITHIN THE SPRING CREEK FLOODPLAIN LIMITS AS DELINEATED ON FINAL
DEVELOPMENT DOCUMENTS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE
SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS
MUNICIPAL CODE.
BENCHMARKS:
PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED
ELEV:4982.93' (NAVD88)
SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS
USING THE TRIMBLE VRS NETWORK
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
NOTE:
NOTES:
1.ALL POINTS REFER TO TOP BACK OF CURB UNLESS OTHERWISE
NOTED.
2.TOP OF ISLAND TO BE 2" ABOVE HIGHEST ELEVATION OF
SURROUNDING PAVEMENT - TYP. (SEE PETROLEUM PLANS)
3.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM.
THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT
ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS,
CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES.
MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER
SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER
DRAINAGE FACILITIES, AS ILLUSTRATED BY A FINAL GRADING PLAN ARE
TO BE SHOWN.
4.ON SITE STORM STRUCTURE INSERTION POINTS REFERENCE TOP OF
GRATE OR SOLID COVER ELEVATION AT CENTER OF GRATE OR SOLID
COVER.
5.FOR ROAD DESIGN, SEE SHEETS C4.4 & C4.5
GRADING PLANLOD
LEGEND
TC=TOP BACK OF CURB
TS=TOP OF SLAB
SW=SIDEWALK
ME=MATCH EXISTING
FG=FINISHED GRADE
FFE=FINISHED FLOOR ELEVATION
FL=FLOWLINE
RIM=RIM
TI= TOP OF INLET
TG = TOP OF GRATE
C2.1
8
E
V
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
FLOOD ZONE:
1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE
FEMA-REGULATORY 100-YEAR SPRING CREEK FLOODPLAIN.
2. DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE
FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY (CURB & GUTTER, PAVEMENT,
GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING
LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL
CHANNELS, ETC.) WITHIN THE SPRING CREEK FLOODPLAIN
LIMITS AS DELINEATED ON FINAL DEVELOPMENT DOCUMENTS.
ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO
THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS
MUNICIPAL CODE.
PARKING COUNT GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
NOTE:
DETAIL 1
SCALE: 1"=5'DETAILED GRADING PLANLOD LIMITS OF DISTURBANCE
PROPOSED PROPERTY LINE
EXISTING CURB AND GUTTER
GRADE BREAK
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
LEGEND
EXISTING BOUNDARY
SWALE FLOWLINE
NOTES:
1.ALL POINTS REFER TO TOP BACK OF CURB UNLESS OTHERWISE NOTED.
2.ALL UNDERGROUND TANK LIDS IN DRIVE SHALL BE PLACED 1" ABOVE
SURROUNDING PAVEMENT. ELEVATIONS PROVIDED AT THE
UNDERGROUND TANK LIDS REFERENCE THE TOP OF PAVEMENT.
3.INSTALL CONCRETE STEPS, EACH STEP SHALL BE 12" RUN AND 7" RISE.
ALL ST SPOTS ARE AT THE TOP OF THE STAIR.
4.STORM INLETS WITHIN RIGHT-OF-WAY REFERENCE POINTS MATCH TOP
OF INLET BOX.
DETAIL 2
SCALE: 1"=5'
DETAIL 3
SCALE: 1"=5'
TC=TOP BACK OF CURB
TS=TOP OF SLAB
SW=SIDEWALK
ME=MATCH EXISTING
FG=FINISHED GRADE
FFE=FINISHED FLOOR ELEVATION
FL=FLOWLINE
RIM=RIM
TI= TOP OF INLET
TG = TOP OF GRATE
BENCHMARKS:
PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED
ELEV:4982.93' (NAVD88)
SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS
USING THE TRIMBLE VRS NETWORK
C2.2
9
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
T
EV EV
E
V
STORM STRUCTURE TABLESTORM PIPE TABLE
DOCUMENT REVISION DATE: JULY 2013SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 STORM SWER PLANEXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LIMITS OF DISTURBANCELOD
PROPOSED STORM SEWER
EXISTING STORM SEWER
LEGEND:
EXISTING BOUNDARY
PROPOSED PROPERTY LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
ROAD CENTERLINE
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
BREAK IN GRADE
NOTE:
FLOOD ZONE:
BENCHMARKS:
PROJECT BENCHMARK - NGS DESIGNATION "T-402" - PUBLISHED
ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
1. PORTIONS OF THIS PROPERTY ARE
LOCATED IN THE FEMA-REGULATORY
100-YEAR SPRING CREEK FLOODPLAIN.
2. DEVELOPER SHALL OBTAIN A
FLOODPLAIN USE PERMIT FROM THE CITY
OF FORT COLLINS AND PAY ALL
APPLICABLE FLOODPLAIN USE PERMIT FEES
PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY (CURB & GUTTER,
PAVEMENT, GRADING, FILL, DETENTION
PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD
CONTROL CHANNELS, ETC.) WITHIN THE
SPRING CREEK FLOODPLAIN LIMITS AS
DELINEATED ON FINAL DEVELOPMENT
DOCUMENTS. ALL ACTIVITIES WITHIN THE
FLOODPLAIN ARE SUBJECT TO THE
REQUIREMENTS OF CHAPTER 10 OF THE
FORT COLLINS MUNICIPAL CODE.
NOTES:
1.REFERENCE POINTS FOR STRUCTURES ARE AS
FOLLOWS:
·CENTER OF LID FOR MANHOLES/CLEANOUTS
·CENTER OF INLET FACE AT TOP OF CURB FOR
CURB INLETS
·CENTER OF INLET GRATE FOR GRATED INLETS
·CENTER AT INVERT OF INCOMING PIPE TO FLARED
END SECTION
2.STORM SEWER PIPE LENGTHS ARE MEASURED AS
FOLLOWS:
·CENTER OF MANHOLES/CLEANOUTS
·INSIDE WALL OF CURB INLET
·CENTER OF GRATE INLET
·LENGTHS LISTED ARE 2D MEASUREMENTS
3.ALL PROPOSED DRAINAGE STRUCTURES AND PIPES
ON THIS SITE ARE PRIVATELY OWNED AND
MAINTAINED. DRAINAGE STRUCTURES AND PIPES
BECOME PUBLICLY OWNED ONCE THEY CONNECT
TO THE EXISTING MANHOLE.
4.ALL PROPOSED PIPES ARE HDPE, EXCEPT AS
NOTED.
5.ALL PROPOSED ONSITE INLETS ARE TO BE
EQUIPPED WITH FLEXSTORM INSERTS (SEE
SHEET C2.6)
FLAG NOTES:
INSTALL STORM SEWER PIPE; LENGTH SIZE AND SLOPE PER TABLE
INSTALL NYLOPLAST 12" DRAIN BASIN w/ TRAFFIC RATED SOLID LID, SEE DETAIL
SHEET C2.4
INSTALL NYLOPLAST 2X3 CURB INLET WITH HIGH FLOW GRATE AND FLEXSTORM
FILTER BAGS. SEE DETAIL SHEET C2.6
INSTALL STORMTECH OUTLET STRUCTURE (SEE SHEET C2.5)
CONNECT TO CANOPY DOWNSPOUT, SEE DETAIL SHEET C2.4
CONNECT TO BUILDING DOWNSPOUT, SEE ARCHITECTURAL PLANS FOR
DOWNSPOUT LOCATIONS
INSTALL 45° STORM SEWER BEND
INSTALL 90° STORM SEWER BEND
INSTALL 8" INSERTA TEE
INSTALL 6" INSERTA TEE
INSTALL STORMTECH INLET STRUCTURE (SEE SHEET C2.5)
INSTALL PRIVATE UNDERGROUND DETENTION FACILITY (SEE SHEET C2.5)
CONNECT TO EXISTING MANHOLE, GROUT AND SEAL CONNECTION
INSTALL ADS 8" DURASLOT VARIABLE HEIGHT SLOTTED DRAIN. LENGTH, SLOPE, TOP
OF GRATE ELEVATIONS, & INVERTS PER PLAN (SEE SHEET C2.6)
INSTALL NYLOPLAST 8" DRAIN BASIN w/ LANDSCAPE DOME GRATE AND SNOUT, SEE
DETAIL SHEET C2.6
INSTALL 48" MANHOLE
INSTALL NYLOPLAST 15" DRAIN BASIN w/ TRAFFIC RATED SOLID LID, SEE DETAIL
SHEET C2.4
100-YEAR SPRING CREEK FLOODPLAIN
EXISTING STORM INLET TO BE PROTECTED IN PLACE
INSTALL TRAFFIC RATED CLEANOUT
INSTALL 5' CDOT TYPE R INLET (SEE SHEET C2.4)
PROPOSED DRAINAGE EASEMENT
PROPOSED SPILL CONTAINMENT STRUCTURE (SEE SHEET C2.6)
SPILL CONTAINMENT STRUCTURE VALVE (SEE SHEET C2.6)
INSTALL REINFORCED CONCRETE STORM SEWER PIPE; LENGTH SIZE AND SLOPE
PER TABLE
C2.3
10
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 STORM SEWER DETAILSHDPE PIPE BEDDING DETAILEND OF RUN
“”PLAN VIEW
C2.4
11
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 STORM SEWER DETAILSPROJECT NO:
DRAWN BY:
DATE:
STORMTECH INLET
MANHOLE
020-2883
06/10/2022
MWB
WEIR CONFIGURATION
PROJECT NO:
DRAWN BY:
DATE:
STORMTECH OUTLET
MANHOLE
020-2883
06/10/2022
MWB
WEIR CONFIGURATION
C2.5
12
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 DRAINAGE DETAILSDESCRIPTION
DRAWING NUMBER
DATE SCALE
SOLIDS SETTLE ON
BOTTOM
ANTI-SIPHON DEVICE
OIL- DEBRIS HOOD
SPECIFICATION AND
INSTALLATION
(TYPICAL)
09/08/15 NONE
OUTLET
PIPE
SNOUT
OIL-DEBRIS
HOOD
HOOD SPECIFICATION FOR
CATCH BASINS AND
WATER QUALITY STRUCTURES
MOUNTING FLANGE
1" PVC ANTI-SIPHON
PIPE ADAPTER
REMOVABLE WATERTIGHT
ACCESS PORT, 6"-10" OPENING
OUTLET PIPE (HIDDEN)
CONFIGURATION DETAIL
TYPICAL INSTALLATION
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
MOUNTING
FLANGE
DETAIL B
GASKET
COMPRESSED
BETWEEN HOOD
AND STRUCTURE
(SEE DETAIL B)
INSTALLATION NOTE:
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET
PIPE DIAMETER (MIN.)
BELOW THE PIPE INVERT.
MINUMUM DISTANCE FOR
PIPES < 12" I.D. IS 6".
STAINLESS
BOLT
ANCHOR
SHIELD
EXPANSION CONE
(NARROW END OUT)
DRILLED
HOLE
DETAIL A
ANCHOR W/ BOLT
(SEE DETAIL A)
1/2 D
INSTALLATION DETAILNOTES:
1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE
AS MANUFACTURED BY:
BEST MANAGEMENT PRODUCTS, INC.
53 MT. ARCHER RD.
LYME, CT 06371
(860) 434-0277, (860) 434-3195 FAX
TOLL FREE: (800) 504-8008 OR (888) 434-0277
WEB SITE: www.bmpinc.com
OR PRE-APPROVED EQUAL
2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH
ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS.
3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE,
AND AN ANTI-SIPHON VENT PIPE AND ELBOW AS DRAWN. (SEE CONFIGURATION DETAIL)
4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS
PER MANUFACTURER'S RECOMMENDATION (SNOUT SIZE ALWAYS LARGER THAN PIPE SIZE).
5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A MINIMUM DISTANCE EQUAL TO
1/2 THE OUTLET PIPE DIAMETER WITH A MINIMUM DISTANCE OF 6" FOR PIPES <12" I.D.
6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF
12" ACCORDING TO STRUCTURE CONFIGURATION.
7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED
SMOOTH AND FREE OF LOOSE MATERIAL AND PIPE SHALL BE FINISHED FLUSH TO WALL.
8. ALL STRUCTURE JOINTS SHALL BE WATERTIGHT.
9. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS
STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE
INSTALLATION DETAIL)
10. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED
INSTALLATION KIT.
INSTALLATION KIT SHALL INCLUDE:
A. INSTALLATION INSTRUCTIONS
B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER
C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING
D. 3/8" STAINLESS STEEL BOLTS
E. ANCHOR SHIELDS
OIL AND DEBRIS
D
FRONT VIEW SIDE VIEW
SP-SN
SNOUT OIL-WATER-DEBRIS SEPARATOR
US Patent # 6126817, 7951294, 7857966, 8512556
Canada Patent # 2285146, 2690156, 2690156 others pending
*NOTE- SUMP DEPTH OF 36" MIN. FOR UP TO 12" ID PIPE.
OUTLET. FOR PIPES 15" ID AND ABOVE SUMP DEPTH OF 2.5
TO 3 TIMES PIPE ID RECOMMENDED (E.G. 5' DEEP for 24" PIPE)
SEE NOTE*
INLET
PIPE
C2.6
13
PROJECT NO:
DRAWN BY:
DATE:
CONCRETE SPILL
CONTAINMENT VAULT
020-2883
02/08/2023
MWB
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSF100-YEAR
SPRING CREEK
FLOODPLAIN
100-YEAR
SPRING CREEK
FLOODPLAINLOD LODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 PH. 1 EROSION CONTROL PLANNOTE:
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND:
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
EXISTING LOT LINE
ROAD CENTERLINE
LOD LIMITS OF DISTURBANCE
PROPOSED STORM SEWERSDSD
EXISTING STORM SEWERSDSD
INSTALL VEHICLE TRACKING PAD, PER
DETAIL, SEE SHEET C2.11
INSTALL SILT FENCE, PER SILT FENCE
DETAIL, SEE SHEET C2.11
SF
INSTALL INLET PROTECTION, PER DETAIL,
SEE SHEET C2.12
EROSION CONTROL NOTES:
1) ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND
SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT.
ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE
RE-EXAMINATION OF THE PLANS BY THE DIRECTOR WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND
SPECIFICATIONS CURRENT AT THAT TIME.
2) THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES.
3) THESE PLANS HAVE BEEN REVIEWED BY THE CITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE
REVIEWING DEPARTMENT, THE CITY ENGINEER, OR THE CITY FOR ACCURACY OR CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE QUANTITIES OF THE ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE
CITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
4) MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS.
5) IF FILL OR DREDGED MATERIAL IS DISCHARGED INTO WATERS OF THE UNITED STATES, A USACE 404 PERMIT IS REQUIRED.
6) IF CONSTRUCTION AFFECTS ANY COLORADO HIGHWAY, A COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PERMIT
IS REQUIRED.
7) DOWNSTREAM INLETS AT 1629 S. LEMAY AVE. MUST BE PROTECTED WITH ROCK SOCK INLET BMP'S.
8) CONTRACTOR TO ENSURE ROCK SOCK INLET BMP'S ON ARTERIAL STREETS DO NOT BLOCK VEHICLE TRAVEL LANES.
9) NO TRACKING OF DEBRIS OR SEDIMENT SHALL BE ALLOWED ON CITY STREETS, IF ANY TRACKING DOES OCCUR IT SHALL BE
CLEANED IMMEDIATELY BY THE CONTRACTOR.
INSTALL WATTLES, PER DETAIL, SEE
SHEET C2.12
CONSTRUCTION & EROSION CONTROL SCHEDULE:
1.SILT FENCE SHALL BE INSTALLED IN THE PROPOSED LOCATIONS
FOR PERIMETER CONTROL.
2.EROSION CONTROL SHALL BE INSPECTED AND MAINTAINED UNTIL
FINAL GRADING, LANDSCAPING, AND STABILIZATION IS ACHIEVED.
ONCE FINAL STABILIZATION HAD BEEN ACHIEVED, TEMPORARY
SEDIMENT CONTROLS SHALL BE REMOVED.
3.ALL EROSION CONTROL MEASURES TO BE INSTALLED PER DETAILS
AND SPECIFICATIONS SHOWN WITHIN THESE PLANS AND THE
STORMWATER MANAGEMENT PLAN (SWMP) REPORT.
4.ALL DISTURBED AREAS NOT COVERED BY PAVEMENT OR
SEED/MULCH SHALL BE PERMANENTLY LANDSCAPED ACCORDING
TO THE LANDSCAPE PLAN.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS
PLAN THROUGHOUT CONSTRUCTION AND PERFORMING
INSPECTIONS/MAINTENANCE PER THE CDPHE PERMIT, UNTIL SUCH
TIME THE PERMIT IS CLOSED.
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.35 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.43 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 100%
ESTIMATED % VEGETATIVE 30%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 13.7
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,692.5 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.77 C100 = 0.96
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 40,040.47 SF
ROOF AREA = 6,658 SF
LANDSCAPE AREA = 11,988 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)
OWNER/DEVELOPER/APPLICANT:
ENGINEER:
THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE EROSION AND STORMWATER QUALITY
CONTROL PLAN INCLUDING TEMPORARY BMP INSPECTION REQUIREMENTS AND FINAL STABILIZATION
REQUIREMENTS. I ACKNOWLEDGE THE RESPONSIBILITY TO DETERMINE WHETHER THE CONSTRUCTION
ACTIVITIES ON THESE PLANS REQUIRE COLORADO DISCHARGE PERMIT SYSTEM (CDPS) PERMITTING FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.
DEVELOPER/OWNER SIGNATURE: ______________________________________
NAME OF DEVELOPER/OWNER: RYAN HALDER DATE: _____________
DBA: KUM & GO, L.C. PHONE: 515.457.6232
TITLE: SITE DEVELOPMENT MANAGER EMAIL: RYAN.HALDER@KUMANDGO.COM
ADDRESS: 1459 GRAND AVEUNE, DES MOINES, IA 50309 FAX: 515.226.1595
DEVELOPER/OWNER'S STATEMENT
THIS EROSION AND STORMWATER QUALITY CONTROL/GRADING PLAN WAS PREPARED
UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF. IF SUCH WORK IS PERFORMED IN ACCORDANCE WITH THE
GRADING AND EROSION CONTROL PLAN, THE WORK WILL NOT BECOME A HAZARD TO LIFE
AND LIMB, ENDANGER PROPERTY, OR ADVERSELY AFFECT THE SAFETY, USE, OR STABILITY
OF A PUBLIC WAY, DRAINAGE CHANNEL, OR OTHER PROPERTY.
SIGNATURE: _________________________________ DATE: ________
PRINTED NAME: ______________________________
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
OLSSON, INC.
1880 FALL RIVER DRIVE, SUITE 200
LOVELAND, CO 80538
CONTACT: ERICA MORTON
PH:(970) 635.3700
E:EMORTON@OLSSON.COM
KUM & GO 1904, L.L.C.
1459 GRAND AVENUE
DES MOINES, IA 50309
CONTACT: DAN GARNEAU
PH: (515)226.0128
E: DAN.GARNEAU@KUMANDGO.COM
SAME INFO AS OWNER/DEVELOPER/APPLICANT
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
BENCHMARKS:
PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS USING THE TRIMBLE VRS NETWORK
C2.7
14
T
EV EV
E
V
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSFSF SF SF SF
S
F
SFSF100-YEAR
SPRING CREEK
FLOODPLAIN
100-YEAR
SPRING CREEK
FLOODPLAINLOD LODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 PH. 2 EROSION CONTROL PLANNOTE:
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND:
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
EXISTING LOT LINE
ROAD CENTERLINE
LOD LIMITS OF DISTURBANCE
PROPOSED STORM SEWERSDSD
EXISTING STORM SEWERSDSD
INSTALL VEHICLE TRACKING PAD, PER
DETAIL, SEE SHEET C2.11
INSTALL SILT FENCE, PER SILT FENCE
DETAIL, SEE SHEET C2.11
SF
INSTALL 35' x 100' STABILIZED STAGING AREA
PER DETAIL, SEE SHEET C2.11
INSTALL CONCRETE WASHOUT AREA
PER DETAIL, SEE SHEET C2.12
INSTALL INLET PROTECTION, PER DETAIL,
SEE SHEET C2.12
EROSION CONTROL NOTES:
1) ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND
SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT.
ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE
RE-EXAMINATION OF THE PLANS BY THE DIRECTOR WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND
SPECIFICATIONS CURRENT AT THAT TIME.
2) THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES.
3) THESE PLANS HAVE BEEN REVIEWED BY THE CITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE
REVIEWING DEPARTMENT, THE CITY ENGINEER, OR THE CITY FOR ACCURACY OR CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE QUANTITIES OF THE ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE
CITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
4) MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS.
5) IF FILL OR DREDGED MATERIAL IS DISCHARGED INTO WATERS OF THE UNITED STATES, A USACE 404 PERMIT IS REQUIRED.
6) IF CONSTRUCTION AFFECTS ANY COLORADO HIGHWAY, A COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PERMIT
IS REQUIRED.
7) DOWNSTREAM INLETS AT 1629 S. LEMAY AVE. MUST BE PROTECTED WITH ROCK SOCK INLET BMP'S.
8) PROVIDE TEMPORARY SEEDING AND MULCHING IN ALL AREAS UNTIL PHASES 3 AND 4 ARE CONSTRUCTED.
INSTALL WATTLES, PER DETAIL, SEE
SHEET C2.12
INSTALL INLET PROTECTION, PER DETAIL,
SEE SHEET C2.12
CONSTRUCTION & EROSION CONTROL SCHEDULE:
1.SILT FENCE SHALL BE INSTALLED IN THE PROPOSED LOCATIONS
FOR PERIMETER CONTROL.
2.EROSION CONTROL SHALL BE INSPECTED AND MAINTAINED UNTIL
FINAL GRADING, LANDSCAPING, AND STABILIZATION IS ACHIEVED.
ONCE FINAL STABILIZATION HAD BEEN ACHIEVED, TEMPORARY
SEDIMENT CONTROLS SHALL BE REMOVED.
3.ALL EROSION CONTROL MEASURES TO BE INSTALLED PER DETAILS
AND SPECIFICATIONS SHOWN WITHIN THESE PLANS AND THE
STORMWATER MANAGEMENT PLAN (SWMP) REPORT.
4.ALL DISTURBED AREAS NOT COVERED BY PAVEMENT OR
SEED/MULCH SHALL BE PERMANENTLY LANDSCAPED ACCORDING
TO THE LANDSCAPE PLAN.
5.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS
PLAN THROUGHOUT CONSTRUCTION AND PERFORMING
INSPECTIONS/MAINTENANCE PER THE CDPHE PERMIT, UNTIL SUCH
TIME THE PERMIT IS CLOSED.
INSTALL TEMPORARY SEED AND MULCH
INSTALL STOCKPILE MANAGEMENT
MEASURES, PER SHEET C2.11
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.35 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.43 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 100%
ESTIMATED % VEGETATIVE 30%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 13.7'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,692.5 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.77 C100 = 0.96
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 40,040.47 SF
ROOF AREA = 6,658 SF
LANDSCAPE AREA = 11,988 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)
OWNER/DEVELOPER/APPLICANT:
ENGINEER:
THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE EROSION AND STORMWATER QUALITY
CONTROL PLAN INCLUDING TEMPORARY BMP INSPECTION REQUIREMENTS AND FINAL STABILIZATION
REQUIREMENTS. I ACKNOWLEDGE THE RESPONSIBILITY TO DETERMINE WHETHER THE CONSTRUCTION
ACTIVITIES ON THESE PLANS REQUIRE COLORADO DISCHARGE PERMIT SYSTEM (CDPS) PERMITTING FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.
DEVELOPER/OWNER SIGNATURE: ______________________________________
NAME OF DEVELOPER/OWNER: RYAN HALDER DATE: _____________
DBA: KUM & GO, L.C. PHONE: 515.457.6232
TITLE: SITE DEVELOPMENT MANAGER EMAIL: RYAN.HALDER@KUMANDGO.COM
ADDRESS: 1459 GRAND AVEUNE, DES MOINES, IA 50309 FAX: 515.226.1595
DEVELOPER/OWNER'S STATEMENT
THIS EROSION AND STORMWATER QUALITY CONTROL/GRADING PLAN WAS PREPARED
UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF. IF SUCH WORK IS PERFORMED IN ACCORDANCE WITH THE
GRADING AND EROSION CONTROL PLAN, THE WORK WILL NOT BECOME A HAZARD TO LIFE
AND LIMB, ENDANGER PROPERTY, OR ADVERSELY AFFECT THE SAFETY, USE, OR STABILITY
OF A PUBLIC WAY, DRAINAGE CHANNEL, OR OTHER PROPERTY.
SIGNATURE: _________________________________ DATE: ________
PRINTED NAME: ______________________________
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
OLSSON, INC.
1880 FALL RIVER DRIVE, SUITE 200
LOVELAND, CO 80538
CONTACT: ERICA MORTON
PH:(970) 635.3700
E:EMORTON@OLSSON.COM
KUM & GO 1904, L.L.C.
1459 GRAND AVENUE
DES MOINES, IA 50309
CONTACT: DAN GARNEAU
PH: (515)226.0128
E: DAN.GARNEAU@KUMANDGO.COM
SAME INFO AS OWNER/DEVELOPER/APPLICANT
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
BENCHMARKS:
PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS USING THE TRIMBLE VRS NETWORK
C2.8
15
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
T
EV EV
E
V
SFSFSF100-YEAR
SPRING CREEK
FLOODPLAIN
UNDERGROUND
WATER QUALITY
TREATMENT SYSTEM
(STORM TECH)
100-YEAR
SPRING CREEK
FLOODPLAINLOD LODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 PH. 3 & 4 EROSION CONTROL PLANNOTE:
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND:
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
EXISTING LOT LINE
ROAD CENTERLINE
LOD LIMITS OF DISTURBANCE
PROPOSED STORM SEWERSDSD
EXISTING STORM SEWERSDSD
OWNER/DEVELOPER/APPLICANT:
ENGINEER:
THE OWNER WILL COMPLY WITH THE REQUIREMENTS OF THE EROSION AND STORMWATER QUALITY
CONTROL PLAN INCLUDING TEMPORARY BMP INSPECTION REQUIREMENTS AND FINAL STABILIZATION
REQUIREMENTS. I ACKNOWLEDGE THE RESPONSIBILITY TO DETERMINE WHETHER THE CONSTRUCTION
ACTIVITIES ON THESE PLANS REQUIRE COLORADO DISCHARGE PERMIT SYSTEM (CDPS) PERMITTING FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.
DEVELOPER/OWNER SIGNATURE: ______________________________________
NAME OF DEVELOPER/OWNER: RYAN HALDER DATE: _____________
DBA: KUM & GO, L.C. PHONE: 515.457.6232
TITLE: SITE DEVELOPMENT MANAGER EMAIL: RYAN.HALDER@KUMANDGO.COM
ADDRESS: 1459 GRAND AVEUNE, DES MOINES, IA 50309 FAX: 515.226.1595
DEVELOPER/OWNER'S STATEMENT
THIS EROSION AND STORMWATER QUALITY CONTROL/GRADING PLAN WAS PREPARED
UNDER MY DIRECTION AND SUPERVISION AND IS CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF. IF SUCH WORK IS PERFORMED IN ACCORDANCE WITH THE
GRADING AND EROSION CONTROL PLAN, THE WORK WILL NOT BECOME A HAZARD TO LIFE
AND LIMB, ENDANGER PROPERTY, OR ADVERSELY AFFECT THE SAFETY, USE, OR STABILITY
OF A PUBLIC WAY, DRAINAGE CHANNEL, OR OTHER PROPERTY.
SIGNATURE: _________________________________ DATE: ________
PRINTED NAME: ______________________________
EROSION CONTROL NOTES:
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
OLSSON, INC.
1880 FALL RIVER DRIVE, SUITE 200
LOVELAND, CO 80538
CONTACT: ERICA MORTON
PH:(970) 635.3700
E:EMORTON@OLSSON.COM
KUM & GO 1904, L.L.C.
1459 GRAND AVENUE
DES MOINES, IA 50309
CONTACT: DAN GARNEAU
PH: (515)226.0128
E: DAN.GARNEAU@KUMANDGO.COM
SAME INFO AS OWNER/DEVELOPER/APPLICANT
CONSTRUCTION & EROSION CONTROL SCHEDULE:
BASIS OF BEARINGS:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF PROSPECT ROAD, AS
MONUMENTED BY A #4 REBAR WITH 1" RED PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A
CONCRETE NAIL WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH 89°49'56"
EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983, A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS
CONTAINED HEREIN RELATIVE THERETO.
1.SITE GRADING SHALL BE COMPLETED AND FOLLOWED UP BY
UTILITY AND PAVING CONSTRUCTION ALONG WITH REDISTRIBUTION
OF STRIPPINGS. IF UTILITY AND PAVING CONSTRUCTION IS
DELAYED, TEMPORARY COVER CROP SHALL BE SEEDED.
2.ONCE STORM SEWER IS FINISHED, INLET PROTECTION SHALL BE
INSTALLED.
3.EROSION CONTROL SHALL BE INSPECTED AND MAINTAINED UNTIL
FINAL GRADING, LANDSCAPING, AND STABILIZATION IS ACHIEVED.
ONCE FINAL STABILIZATION HAD BEEN ACHIEVED, TEMPORARY
SEDIMENT CONTROLS SHALL BE REMOVED.
4.ALL EROSION CONTROL MEASURES TO BE INSTALLED PER DETAILS
AND SPECIFICATIONS SHOWN WITHIN THESE PLANS AND THE
STORMWATER MANAGEMENT PLAN (SWMP) REPORT.
5.ALL DISTURBED AREAS NOT COVERED BY PAVEMENT OR
SEED/MULCH SHALL BE PERMANENTLY LANDSCAPED ACCORDING
TO THE LANDSCAPE PLAN.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS
PLAN THROUGHOUT CONSTRUCTION AND PERFORMING
INSPECTIONS/MAINTENANCE PER THE CDPHE PERMIT, UNTIL SUCH
TIME THE PERMIT IS CLOSED.
1) ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND
SPECIFICATIONS CURRENT AT DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT.
ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE
RE-EXAMINATION OF THE PLANS BY THE DIRECTOR WHO MAY REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND
SPECIFICATIONS CURRENT AT THAT TIME.
2) THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES.
3) THESE PLANS HAVE BEEN REVIEWED BY THE CITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE
REVIEWING DEPARTMENT, THE CITY ENGINEER, OR THE CITY FOR ACCURACY OR CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE QUANTITIES OF THE ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE
CITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
4) MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS.
5) IF FILL OR DREDGED MATERIAL IS DISCHARGED INTO WATERS OF THE UNITED STATES, A USACE 404 PERMIT IS REQUIRED.
6) IF CONSTRUCTION AFFECTS ANY COLORADO HIGHWAY, A COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PERMIT
IS REQUIRED.
7) DOWNSTREAM INLETS AT 1629 S. LEMAY AVE. MUST BE PROTECTED WITH ROCK SOCK INLET BMP'S.
8) UNDERGROUND WATER QUALITY TREATMENT SHALL BE DONE AS PART OF THE LAST SEQUENCE IN CONSTRUCTION TO MINIMIZE
SEDIMENTATION POTENTIAL.
9) FINAL SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN FOR THIS PROPERTY.
FINAL STABILIZATION TO BE ROCK
MULCH AND TURF GRASS, INSTALLED
PER LANDSCAPING SPECIFICATIONS.
SEE SHEET L1.1
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.35 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.43 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 100%
ESTIMATED % VEGETATIVE 30%
SOIL INFORMATION
HYDROLOGIC SOIL GROUP C: NUNN CLAY AND SATANA LOAM
WITH SHORT PASTURED/LAWN AND GRASSES WITH SHRUBS
AND TREES
GOUNDWATER DEPTH HIGHEST RECORDED DEPTH FROM EXISTING GRADE: 7.1'
LOWEST RECORDED DEPTH FROM EXISTING GRADE: 13.7'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,692.5 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.77 C100 = 0.96
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 40,040.47 SF
ROOF AREA = 6,658 SF
LANDSCAPE AREA = 11,988 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)
BENCHMARKS:
PROJECT BENCHMARK: NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
SITE BENCHMARK: CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
ELEVATIONS BROUGHT TO THE SITE VIA GPS OBSERVATIONS USING THE TRIMBLE VRS NETWORK
C2.9
16
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
GENERAL EROSION CONTROL REQUIREMENTS
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 ASSISTANCE 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 WITHIN 14 WORKING DAYS OF FINAL GRADING.
52) SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL
REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR
THE CITY LAND USE CODE.
53) ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS.
54) ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE
APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION.
HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT
PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES
OF SEEDING AND TACKIFICATION.
55) ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED
AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS
IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF
EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED
EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT
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
STANDARD EROSION CONTROL NOTES:STD. EROSION CONTROL NOTESC2.10
17
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 EROSION CONTROL DETAILSC2.11
18
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 EROSION CONTROL DETAILSC2.12
19
VAN
E PROSPECT RD
S LEMAY AVET
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
T
EV EV
E
V
1.PROPOSED TRANSFORMER PAD AREA TO BE EXCAVATED, PREPARED AND POLE FOR C/T AND METER SET BY CONTRACTOR, PAD & TRANSFORMER TO BE
INSTALLED BY LIGHT & POWER. CONTRACTOR SHALL TRENCH & INSTALL CONDUIT BETWEEN POINT OF CONNECTION & TRANSFORMER & INSTALL POLE FOR
C/T AND METER, ELECTRICAL CONTRACTOR SHALL PULL CONDUCTORS.
2.ALL PROPOSED SITE LIGHTING WILL CONSIST OF FULL CUT-OFF DESIGN, SEE MEP PLANS FOR SITE LIGHTING ELECTRICAL PLAN AND POLE BASE DETAIL.
DISTANCE FROM CENTER OF POLE TO BACK OF CURB = 4' UNLESS NOTED OTHERWISE.
3.CONTRACTOR SHALL MAINTAIN MINIMUM 18" VERTICAL SEPARATION AT ALL UTILITY CROSSINGS, UNLESS NOTED OTHERWISE.
4.ALL PROPOSED DOMESTIC WATER SERVICE PIPING SHALL BE TYPE K COPPER UNLESS NOTED OTHERWISE.
5.ALL PROPOSED SANITARY SEWER SERVICE PIPING SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE.
6.ALL PROPOSED DRY UTILITY CONDUIT PIPING SHALL BE PVC SCH40 UNLESS NOTED OTHERWISE.
7.PROPOSED 1000 GALLON GREASE INTERCEPTOR WITH SAMPLE PORT, WATERTIGHT TRAFFIC RATED LIDS, AND 2-WAY 4" CLEANOUTS AT INLET AND OUTLET
OF INTERCEPTOR, SEE SHEET C3.2 FOR DETAIL.
8.ALL PROPOSED SANITARY SERVICE CLEANOUTS (CO) SHALL HAVE WATER TIGHT LIDS.
9.CONTRACTOR SHALL COORDINATE FLOW TESTING OF PROPOSED FIRE HYDRANT WITH CITY OF FORT COLLINS PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
10.CONTRACTOR SHALL COORDINATE INSTALLATION OF PRIMARY POWER WITH LIGHT & POWER UPON CONSTRUCTION KICKOFF.
11.CONTRACTOR TO PATCH & REPLACE ASPHALT IN-KIND FOR ALL UTILITY STREET CUTS.
12.CONTRACTOR TO VERIFY EXISTING INVERT OF EXISTING 6" STEEL SANITARY SERVICE & REPORT TO ENGINEER WITH ANY DISCREPANCY IN DESIGN TIE
ELEVATION.
13.CITY OF FORT COLLINS POWER DEPARTMENT WILL SET A NEW VAULT ON THE SE CORNER OF LEMAY & PROSPECT AND WILL DIRECTIONAL BORE A
CONDUIT AND WIRE UNDER LEMAY AND WILL SET TRANSFORMER.
PRIVATE UTILITY NOTES:
NOTE:
CO CLEANOUT
SS SANITARY SEWER
BOP BOTTOM OF PIPE
TOP TOP OF PIPE
UGE UNDERGROUND ELECTRICEXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING UNDERGROUND POWER
EXISTING STORM SEWER
EXISTING GAS LINE
EXISTING OVERHEAD POWER
EXISTING FIBER OPTIC LINE
PROPOSED BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED INTEGRAL CURB
LEGEND
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE UTILITY SERVICE PLANSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
C3.1
20
CROSSING TABLE
#1 PRO ELECTRIC BOP = 4948.15 PRO STORM TOP =4946.58 CLEAR = 1'-7"
#2 PRO FIBER BOP = 4946.80 PRO ELECTRIC TOP = 4946.30 CLEAR = 0'-6"
#3 PRO ELECTRIC BOP = 4947.60 PRO STORM TOP = 4946.91 CLEAR = 0'-8"
#4 PRO ELECTRIC BOP = 4946.10 PRO STORM TOP = 4944.78 CLEAR = 1'-4"
#5 PRO SANITARY BOP = 4947.31 PRO IRRIGATION TOP = 4945.81 CLEAR = 1'-5"
#6 PRO SANITARY BOP = 4946.96 PRO WATER TOP = 4945.46 CLEAR = 1'-5"
#7 PRO ELECTRIC BOP = 4947.17 PRO IRRIGATION TOP =4945.17 CLEAR = 2'-0"
#8 PRO ELECTRIC BOP = 4947.22 PRO WATER TOP = 4945.22 CLEAR = 2'-0"
#9 PRO ELECTRIC BOP = 4946.85 PRO SANITARY TOP = 4941.77 CLEAR = 5'-1"
#10 EX STORM BOP = 4942.57 PRO SEWER TOP = 4941.44 CLEAR = 1'-2"
#11 EX GAS BOP = 4945.98 PRO SANITARY TOP = 4941.37 CLEAR = 4'-7"
#12 EX WATER BOP = 4944.23 PRO SANITARY TOP = 4941.24 CLEAR = 3'-0"
*DRY UTILITIES WITHOUT BURY DEPTH ARE ASSUMED AT AN APPROX. 3' DEPTH
*EXISTING WATER UTILITIES WITHOUT BURY DEPTH ASSUMED AT A DEPTH OF 5'-6"
*CAUTION CROSSING: UNKNOWN DEPTH OF UTILITY, MAINTAIN 1'-6" VERTICAL SEPARATION MINIMUM
*FOR CROSSINGS 11 & 12 EXISTING GRADE ELEVATION IS ASSUMED BASED ON GUTTER ELEVATION AND 2% STANDARD ROADWAY
CROSS SLOPE
VAN
11
UTILITY DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
UTILITY SERVICE CONNECTION
1" = 5'CROSSING TABLE
#1 PRO ELECTRIC BOP = 4948.15 PRO STORM TOP =4946.58 CLEAR = 1'-7"
#2 PRO FIBER BOP = 4946.80 PRO ELECTRIC TOP = 4946.30 CLEAR = 0'-6"
#3 PRO ELECTRIC BOP = 4947.60 PRO STORM TOP = 4946.91 CLEAR = 0'-8"
#4 PRO ELECTRIC BOP = 4946.10 PRO STORM TOP = 4944.78 CLEAR = 1'-4"
#5 PRO SANITARY BOP = 4947.31 PRO IRRIGATION TOP = 4945.81 CLEAR = 1'-5"
#6 PRO SANITARY BOP = 4946.96 PRO WATER TOP = 4945.46 CLEAR = 1'-5"
#7 PRO ELECTRIC BOP = 4947.17 PRO IRRIGATION TOP =4945.17 CLEAR = 2'-0"
#8 PRO ELECTRIC BOP = 4947.22 PRO WATER TOP = 4945.22 CLEAR = 2'-0"
#9 PRO ELECTRIC BOP = 4946.85 PRO SANITARY TOP = 4941.77 CLEAR = 5'-1"
#10 EX STORM BOP = 4942.57 PRO SEWER TOP = 4941.44 CLEAR = 1'-2"
#11 EX GAS BOP = 4945.98 PRO SANITARY TOP = 4941.37 CLEAR = 4'-7"
#12 EX WATER BOP = 4944.23 PRO SANITARY TOP = 4941.24 CLEAR = 3'-0"
*DRY UTILITIES WITHOUT BURY DEPTH ARE ASSUMED AT AN APPROX. 3' DEPTH
*EXISTING WATER UTILITIES WITHOUT BURY DEPTH ASSUMED AT A DEPTH OF 5'-6"
*CAUTION CROSSING: UNKNOWN DEPTH OF UTILITY, MAINTAIN 1'-6" VERTICAL SEPARATION MINIMUM
*FOR CROSSINGS 11 & 12 EXISTING GRADE ELEVATION IS ASSUMED BASED ON GUTTER ELEVATION AND 2% STANDARD ROADWAY
CROSS SLOPE
C3.2
21
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 UTILITY DETAILSC3.3
22
T
EV EV
E
V
VAN
S LEMAY AVET
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THIS INCLUDES PRIVATE AND PUBLIC UTILITIES.
NOTE:HORIZONTAL CONTROL PLANLOD LIMITS OF DISTURBANCE
PROPOSED PROPERTY LINE
EXISTING CURB AND GUTTER
STAMPED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
LEGEND
EXISTING BOUNDARY
SWALE FLOWLINE
TC=TOP BACK OF CURB
TS=TOP OF SLAB
SW=SIDEWALK
ME=MATCH EXISTING
FG=FINISHED GRADE
FFE=FINISHED FLOOR ELEVATION
FL=FLOWLINE
RIM=RIM
NOTES:
1.ALL POINTS REFER TO TOP BACK OF CURB UNLESS OTHERWISE
NOTED.
2.TOP OF ISLAND TO BE 2" ABOVE HIGHEST ELEVATION OF
SURROUNDING PAVEMENT - TYP. (SEE PETROLEUM PLANS)
NOT TO SCALE
SUBGRADE-SCARIFIED AND COMPACTED TO 95% OF ITS
MAXIMUM DRY DENSITY PER ASTM D-698 (SEE GEOTECHNICAL
REPORT FOR MORE INFORMATION)
P.C. CONCRETE PAVEMENT, PAVEMENT
MUST HAVE A SOLAR REFLECTANCE INDEX
(SRI) OF 29 OR HIGHER
12" (MIN)
STANDARD DUTY CONCRETE PAVEMENT SECTION
4.5"
GRADE BREAK
4"
C4.1
23
TT
2
E
V
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
DETAIL 2
SCALE: 1"=5'
DETAIL 4
SCALE: 1"=5'
DETAIL 1
SCALE: 1"=5'DETAILED HORIZONTAL CONTROL PLANDETAIL 3
SCALE: 1"=5'DETAIL 5
SCALE: 1"=5'
LOD LIMITS OF DISTURBANCE
PROPOSED PROPERTY LINE
EXISTING CURB AND GUTTER
GRADE BREAK
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION SIGN
GREASE INTERCEPTOR LID
PROPOSED BOLLARD
PROPOSED TRANSFORMER
GUY WIRE
POWER POLE
LEGEND
EXISTING BOUNDARY
SWALE FLOWLINE
TC=TOP BACK OF CURB
TS=TOP OF SLAB
SW=SIDEWALK
ME=MATCH EXISTING
FG=FINISHED GRADE
FFE=FINISHED FLOOR ELEVATION
FL=FLOWLINE
RIM=RIM
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THIS INCLUDES PRIVATE AND PUBLIC UTILITIES.
NOTES:
1.ALL POINTS REFER TO TOP BACK OF CURB UNLESS OTHERWISE
NOTED.
NOTE:
C4.2
24
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 HORIZONTAL CONTROL POINT TABLESTHE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH THE SURVEYOR
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THIS INCLUDES PRIVATE AND PUBLIC UTILITIES.
NOTE:
TS=TOP OF SLAB
SW=SIDEWALK
ME=MATCH EXISTING
FG=FINISHED GRADE
GR=GRATE
FL=FLOWLINE
FFE=FINISHED FLOOR ELEVATION
RIM=RIM
LP=LOW POINT
ST=STEPS
EP=EDGE OF PAVEMENT
C4.3
25
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
4945
4950
4955
4960
4945
4950
4955
4960
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 5+75
-0.52%
-0.74%
-2.01%
-0.63%-0.58%-0.50%
-1.22%-0.74%0.04%
-0.70%1.23%
-0.81%
BASIS OF BEARING:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF
PROSPECT ROAD, AS MONUMENTED BY A #4 REBAR WITH 1" RED
PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A CONCRETE NAIL
WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH
89°49'56" EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE
COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983,
A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS CONTAINED
HEREIN RELATIVE THERETO.FLOWLINE PLAN & PROFILESHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
C4.4
26
E PROSPECT RD
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
E PROSPECT RD
BASIS OF BEARING:
ASSUMING A PORTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF
PROSPECT ROAD, AS MONUMENTED BY A #4 REBAR WITH 1" RED
PLASTIC CAP SP ILLEGIBLE AT THE WEST END AND A CONCRETE NAIL
WITH A 1" BRASS TAG LS 38479 AT THE EAST END, AS BEARING NORTH
89°49'56" EAST BEING A GRID BEARING OF THE COLORADO STATE PLANE
COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983,
A DISTANCE OF 848.92 FEET WITH ALL OTHER BEARINGS CONTAINED
HEREIN RELATIVE THERETO.SIGNAGE AND STRIPING PLANSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40MATCHLINESEE BELOWMATCHLINESEE ABOVER3-7R
30"X36"
YIELD
MUST
RIGHT LANE
TURN RIGHT
R1-2
36"X36"X36"C4.5
27
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1DOCUMENT REVISION DATE: JULY 2013ADA PLANPROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED INTEGRAL CURB
ADA PATH OF TRAVEL AT 5'-0" WID, 2% MAX. CROSS SLOPE; 5% MAX.
RUNNING SLOPE. AREAS WILL BE FIELD VERIFIED BY OWNER. AREAS OUT
OF COMPLIANCE WILL BE REMOVED AND REPLACED BY THE CONTRACTOR
AT NO COST TO KUM & GO. (SEE PAVING PLAN FOR DETAILS.)
ADA LANDING AREA, 2% MAX. SLOPE IN ALL DIRECTIONS. AREAS WILL BE
FIELD VERIFIED BY OWNER. AREAS OUT OF COMPLIANCE WILL BE
REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO KUM &
GO. (SEE PAVING PLAN FOR DETAILS.)
ADA RAMPS, AREA INDICATES A 2% MAX. CROSS SLOPE AND 1:12 MAX.
RUNNING SLOPE. RAMP SIDE SLOPES SHALL NOT EXCEED 1:10 MAX. FOR
BUILDING SIDEWALK RAMPS. AREAS WILL BE FIELD VERIFIED BY OWNER.
AREAS OUT OF COMPLIANCE WILL BE REMOVED AND REPLACED BY THE
CONTRACTOR AT NO EXPENSE TO KUM &GO. (SEE PAVING PLAN FOR
DETAILS.)
5' X 5' LANDING AREA, 1% MAX.
5' X 5' RAMP LANDING AREA, 2% MAX.
GENERAL NOTES:
1.CHANGES TO THE ADA COMPLIANCE PLAN MUST FOLLOW THE RFI PROCESS PRIOR TO FIELD CHANGES
INCLUDING CHANGES REQUESTED BY GOVERNING AUTHORITIES.
2.REFER TO GRADING PLAN FOR SPOT ELEVATIONS. CLARIFICATION OR REQUEST FOR ADDITIONAL
INFORMATION MUST FOLLOW THE RFI PROCESS.
3.SIDEWALK REPLACEMENT MUST MEET THE CURRENT FEDERAL ADA REQUIREMENTS.
4.SEALANT WITHIN JOINTS MUST NOT EXCEED 1
4" MAX. DEPTH OF PROJECTION FOR INSTALLATION IN ADA
ROUTES.
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
C4.6
28
DOCUMENT REVISION DATE: JULY 2013PAVING DETAILSPAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
C4.7
29
DOCUMENT REVISION DATE: JULY 2013PAVING DETAILSNOTES:
1. ALL ACCESSIBLE STALL PAVEMENT MARKINGS
SHALL BE 4" WIDE YELLOW STRIPES.
2. ACCESSIBLE AISLE SHALL BE 8' WIDE FOR VANS.
3. ACCESSIBLE PARKING AREA SURFACE SHALL NOT
EXCEED 2% SLOPE IN ANY DIRECTION.
4. A SIGN MUST MARK ACCESSIBLE PARKING. THE
SYMBOL ON THE PAVEMENT IS NOT ADEQUATE.
8'8'9'
PROPOSED ADA
VAN ACCESSIBLE
STALL SYMBOL
PROPOSED ADA
STALL
BOLLARD-MOUNTED
ADA SIGN
1.
5%
2.
0%
M
A
X
.
1.
5%
2'-6" O.C. YELLOW STRIPING,
45° CROSS HATCHMA
X
.
VAN
19
'
NOTE:
THIS ILLUSTRATION IS NOT TO
SCALE AND IS INTENDED TO
REPRESENT A CONCEPTUAL
IMAGE OF THE BUILDING.
2.
5
'MA
X
.
(
A
N
Y
D
I
R
E
C
T
I
O
N
)
8'8'9'
8'4.5'
8'
4.
5
'
SOLID BLUE
BACKGROUND
3" WHITE PAINT
4" WHITE BORDER
SLOPE GUTTER TO MATCH
SLOPE OF ADJACENT PAVEMENT
6"6"R1/4"
R2"
R2"
REF. PAVEMENT DETAILS
FOR THICKNESS
NOTE:
START PLACEMENT OF
BOLLARDS BASED OFF
CENTERLINE OF MAIN
ENTRY.
VAN
2.5'
5'
TYP
CL
PLAN VIEW
ISOLATION JOINT
SAW CUT
CONSTRUCTION JOINT
40' TYP.
30' MIN.ENTRANCE THROAT DEPTHPROPOSED APPROACH
3' (UNLESS OTHERWISE NOTED ON PLANS)
HEAVY BROOM FINISHED
CONCRETE
(SEE DETAIL L - SHEET C4.6)
CURB R2'
R2'
EXTEND 1' BEYOND CURB RETURN
EDGE OF ROLLOVER TO BE FLUSH
WITH EDGES OF SIDEWALK
3' TRANSITION
(TYP)
ROLLOVER
CURB
SLOPE GUTTER TO MATCH
SLOPE OF ADJACENT
PAVEMENT
R9"
R4"
3"11"
REF. PAVEMENT DETAILS
FOR THICKNESS 6"3' UNLESS NOTED OTHERWISE
4"
INTEGRAL
COLORED
CONCRETE
4" MIN ASTM D448
#57 STONE OR
APPROVED
ALTERNATIVE
PROPOSED
SUBGRADE
CONSTRUCTION JOINT WITH
12" #4 DOWELS @ 24" O.C.
PER SPECIFICATIONS
DEPTH TO MATCH
THAT OF ADJACENT
CONCRETE SECTION JOINT SEALING MATERIAL
PAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
C4.8
30
Ø4.70" I.D.
NOMINAL WALL: 0.125"
R1"
Ø4.95" O.D
3.25"
1"
10"
3'
NOTE:
BOLLARD COVERS SUPPLIED BY OWNER
AND INSTALLED BY CONTRACTOR
BLACK PROTECTIVE BOLLARD
COVER MADE OF HDPE
INSTALLATION:
1) UTILIZE GREAT STUFF PROTM WALL AND FLOOR
ADHESIVE TO ADHERE BOLLARD COVER TO STEEL
BOLLARD. FOLLOW PRODUCT INSTRUCTIONS
2) SPRAY PRODUCT INSIDE BOLLARD COVER (DO
NOT DRILL HOLES)
3) INSTALL BOLLARD COVER OVER STEEL BOLLARD
4) FACE PRODUCT INFORMATION LABEL TOWARDS
BUILDING
“”
“”
INNOPLAST
BOLLARD
(TYP.)
CANOPY
COLUMN WRAP
CANOPY
COLUMN WRAP
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
"ZIP STRIP" FOAM
EXPANSION MATERIAL
OR APPROVED EQUAL
FUEL DISPENSER
NOTE: SAW CUT, SOFT
CUT OR HAND TOOL
ALL EXPANSION JOINTS
AS SHOWN.
NOTE: SEALANT SHALL
BE USED AT ALL JOINTS
CONCRET JOINT RUNS
ALONG OUTSIDE EDGE
OF BOLLARDS24'STARTING GATE CANOPY
CONFIGURATION
4.16'
10" X 10"
CANOPY COLUMN
10" X 10"
CANOPY COLUMN
PAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
PROPANE CAGE BOLLARD PROTECTION C4.9
31
STOP
SIDE VIEWFRONT VIEW
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SIGNAGE & SITE DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
20 ft
C4.10
32
E
V
E PROSPECT RD
S LEMAY AVEE PROSPECT RDS LEMAY AVEDOCUMENT REVISION DATE: JULY 2013FLAG NOTES:
EXISTING TRAFFIC SIGNAL AND MAST ARM
EXISTING UNDERGROUND TRAFFIC SIGNAL CABINET
ADA RAMPS
EXISTING ABOVE GROUND TRAFFIC SIGNAL CABINET
EXISTING STORM STRUCTURE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING FIBER OPTIC LINE
EXISTING GAS LINE
PROPOSED PEDESTRIAN CROSSING BUTTON
PROPOSED TRAFFIC SIGNAL AND MAST ARM
PROPOSED UNDERGROUND TRAFFIC SIGNAL CABINET
PROPOSED UNDERGROUND ELECTRIC LINE, COORDINATE
WITH LOCAL PROVIDER, LENGTH PER PLAN
EXISTING PROPERTY LINE
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 TRAFFIC SIGNAL PLANPROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED INTEGRAL CURB
GAS METER
WATER VALVE
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
SIGN
POWER POLE
LEGEND
EXISTING WATER LINE
EXISTING SANITARY SEWER
EXISTING UNDERGROUND POWER
EXISTING STORM SEWER
EXISTING GAS LINE
EXISTING OVERHEAD POWER
EXISTING FIBER OPTIC LINE
EXISTING UNDERGROUND TRAFFIC BOX
EXISTING ABOVE GROUND TRAFFIC CABINET
NOTE:
1.ALL EXISTING TRAFFIC SIGNALS ARE TO
REMAIN AND ARE TO BE PROTECTED IN
PLACE.
C5.0
33
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1DOCUMENT REVISION DATE: JULY 2013EXISTING PROPERTY LINE
PROPERTY BOUNDARY
PROPOSED SETBACK LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
ADA ACCESSIBLE ROUTE
COLORED CONCRETE PAVEMENT
PROPOSED INTEGRAL CURB
PARKING COUNT
GAS METER
WATER VALVE
CONTROL POINT
FIRE HYDRANT
LIGHT POLE
TRAFFIC SIGNAL ARM
FIBER OPTIC MANHOLE
SANITARY SEWER STRUCTURE
STORM SEWER STRUCTURE
VEGETATION
SIGN
GREASE INTERCEPTOR
PROPOSED BOLLARD
PROPOSED TRANSFORMER
SIGHT TRIANGLE
GUY WIRE
POWER POLE
LEGEND
GRATED STORM INLET
SAWCUT LINE
TREE INVENTORY
TOTALS
TREE PROTECTION1
L1.0 TREE REMOVAL PLANTREE REMOVAL NOTE:
NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL
ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO
IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE
SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF
ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT
STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER
ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION
APPLY.
34
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
T
EV EV
E
V
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
3 - AT 2 - SS
2 - AT
2 - GD
3 - SS
2 - QS
1 - UA 3 - PP
489 sf - TL 870 sf - TL
591 sf - TL
1,200 sf - TL
169 sf - TL
6,392 sf - RM
86 sf - RM
284 sf - RM
873 sf - RM
778 sf - RM
4 - EC
3 - KF
3 - DK
6 - LP
4 - CJ
13 - KF
3 - CF
7 - EC
6 - RW
3 - LP
1 - PM
2 - CJ
6 - LP
3 - LP11 - LV
2 - PM3 - CF
12 - KF
4 - EC
2 - SMO
2 - PM
5 - SV
3 - EC
3 - DK
6 - LP
19 - KF
2 - CF
4 - SMO
5 - CJ
9 - CJ
8 - CB
3 - SMO
4 - LP
8 - KF
179 sf - RM
6 - CJ
3 - CF4 - KF
PLANT SCHEDULE
DOCUMENT REVISION DATE: JULY 2013LEGEND
L1.1 FINAL LANDSCAPE PLANTREE REMOVAL NOTE:
NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL
ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO
IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE
SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF
ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT
STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER
ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION
APPLY.
LANDSCAPE-UTILITY SEPARATION:
NO TREES SHALL BE PLANTED WITHIN 10 FEET OF WATER AND SEWER
MAINS OR WITHIN 6 FEET OF SERVICE LINES. NO SHRUBS SHALL BE
PLANTED WITHIN 4 FEET OF WATER AND SEWER MAINS OR SERVICE
LINES.
35
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND
SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY
OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT
IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
NOTES:
TREES SHOULD BE PLANTED WITH THE ROOT FLAIR AN INCH OR TWO
ABOVE FINAL GRADE. IN ADDITION TO THIS, TREES NEED TO BE MULCHED
WITH A MULCH RING THAT IS 4-6' IN DIAMETER AND 2-4" DEEP.
CRITICAL ROOT ZONE (CRZ) IS ASSUMED TO BE A MINIMUM OF 24" BELOW
GRADE FOR ALL TREES. CRZ IS SHOWN ON PLAN AT 12" DIA PER 1" TRUNK
CALIPER.
PLANT SCHEDULE TABLE NOTES:
"CODE PQ/XQ" IN THE TABLE REFERS TO THE PROPOSED QUANTITY/EXISTING QUANTITY OF THE SPECIFIC PLANTING.
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
FLAG NOTES:
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
HYDROZONE CHART
DOCUMENT REVISION DATE: JULY 2013L1.2 HYDROZONE PLANSHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 4036
OLSSON LANDSCAPE NOTES
L1.3 LANDSCAPE DETAILS37
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
SINGLE TRUNK TREE PLANTING1 EVERGREEN TREE PLANTING2 TREE STAKING - PLAN VIEW3
SHRUB PLANTING4 GROUNDCOVER SPACING5 MULCH APPLICATION6
STEEL EDGING7 TREE PROTECTION XXXXX
X X8
T
EV EV
E
V
VAN
11
S LEMAY AVE2
3
T
SQUARE FOOTAGE: 4,066
BISTRO-RP-2021V1
RFC
FS MV BF
F
D
3 4"3 4"
15 15
15
15 15
1515
15 15
15 15
15 15
15
51
81
81
81
15
15 15
51
81
12
12
12
1212
12
12
12
12 12 12
12 12 12
12 12 1212
12 12 12 12
12 12
12 12
12
12
3 4"
3 4"3 4"
3 4"
3 4"1"3 4"
3 4"
3 4"3 4"1"
1"
3 4"
3 4"1"
1"
111.4
1"
52.5
1"
61.80
1"
711.7
1"
910.4
1"
101.9
1"
1.911
1"
88
8 8
8
8
8
8
8
312.0
1"
3 4"
46.98
1"
F
F
F
F
di
di
di
di
dc
dc
dc
dc
dc
dc
dc
dc
dc
M
3 4"
3 4"
3 4"3 4"1"
89.1
1"
dc
1"3 4"
3 4"1"
1"
1"
1"
1"
1"1"1"1"
1"
1"
1"1"
1"
1"
1"3 4"
FHTQ
8 8 8 8
Q TQ FHT
12 12 12 12 12
Q TQ FHT
15 15 15 15 15
10468
12 15 18
4 6 8 01
21 51 81
F
di
0.6 1.0 2.0
MV
D
BF
C
dc
RF
FS
M
#"
##
IRRIGATION SCHEDULE
CRITICAL ANALYSIS
VALVE SCHEDULEDOCUMENT REVISION DATE: JULY 2013SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 FINAL IRRIGATION PLANNOTE:
FLAG NOTES:
I1.1
38
3 DAY WATERING SCHEDULE
7 DAY WATERING SCHEDULE (FOR ESTABLISHMENT ONLY)
RUNTIME SCHEDULE
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40 IRRIGATION DETAILS 1GENERAL IRRIGATION NOTES
EXTEND 18" BEYOND
EDGE OF PAVEMENT
6" MIN. BELOW PAVEMENT
5 PIPE SLEEVE
NOT TO SCALE
1 QUICK COUPLER VALVE
MODEL 5RC SERIESNOT TO SCALE
4 POP-UP SPRAY SPRINKLER
1806 WITH SWING PIPENOT TO SCALE
3 ELECTRIC REMOTE-CONTROL VALVE
PEBS SERIESNOT TO SCALE
1 2 3 4 5 6 7 8 9
10
10
11
12 13 14 15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2
XCZ-100-PRB-LC 1" LIGHT COMMERCIAL
CONTROL ZONE KIT
NOT TO SCALE
I1.2
39
SHEET NUMBER:
CPM:
SDM:
RDM:
03/03/2023#0951 - FORT COLLINS, COKG PROJECT TEAM:949 E PROSPECT1459 Grand Avenue
Des Moines, Iowa
50309
P: 515-226-0128
F: 515-223-9873
DATE:
TC
DG
BS
CALL 811 SEVENTY-TWO HOURS PRIOR TO
DIGGING, GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.DOCUMENT REVISION DATE: JULY 2013Know what's below.
before you dig.CallR www.olsson.comTEL 303.237.20721525 Raleigh St. Suite 400Denver, CO 80204DATEREVISION DESCRIPTION OF 40
I1.3 IRRIGATION DETAILS 240
ELEVATION
SECTION
ET Pro3 2-Wire
WeatherTRAK
WEATHERTRAK ET PRO3 2-WIRE WALL MOUNT1 FLUSH CAP2 DRIP OPERATION INDICATOR3 MULTI-PORT DRIP EMITTER4
EMITTER SIZING SCHEDULE
PLANT SIZE FLOW / PLANT EMITTER # OF EMITTERS
5 GATE / BALL SHUT-OFF VALVE6 MANUAL DRAIN VALVE7 BACKFLOW PREVENTOR8
RAIN BIRD WR2-RFS RAIN SENSOR
ROOF
9 PIPE LAYOUT - SERVICE LINE CONNECTION10 TRENCHING DEPTH11 THRUST BLOCK
THRUST BLOCK MINIMUM BEARING
SURFACE AREA
FITTING
SIZE
22.5°
BEND
45°
BEND
90°
BEND
TEE/
PLUG
3"0.43 0.84 1.52 1.08
4"0.70 1.37 2.49 1.77
6"1.51 2.95 5.39 3.83
8"2.56 5.02 9.16 6.50
10"3.97 7.79 14.21 10.10
12"5.60 10.96 20.00 14.21
12