HomeMy WebLinkAboutKUM & GO #0951 - PDP210013 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (3)PROJECTLOCATIONE. PROSPECT RDSHEET NUMBER:CPM: SDM: RDM:08/05/2022#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 37VICINITY MAPBENCHMARKSNGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)BENCHMARKS:BASIS 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:X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITHBFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983HEFFECTIVE MAY 02, 2012PROJECT TEAM:AGENCY CONTACTS:OWNER/DEVELOPER/APPLICANT:ENGINEER:LANDSCAPE ARCHITECT:GEOTECHNICAL ENGINEER:SURVEYOR:SANITARY SEWER:TELEPHONE:GAS:ACCESS AND ROADHEALTH DEPARTMENT:FIRE DEPARTMENT:ELECTRIC:BUILDING PERMIT:WATER:STORM SEWER:PLANNING DEPARTMENT:LOT 5 SITE DATASTORE TYPEMARKETPLACE BISTROCANOPY / DISPENSER ARRANGEMENT4 DISPENSERS(SINGLE)TYPE OF USECONVENIENCE STOREWITH FUELHEIGHTBUILDINGPARAPET1/3 OF SUPPORTINGWALL HEIGHTBLADEFUEL CANOPYGROSS 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 SHIFT3-5REQUIRED 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)LEFT SIDE YARD SETBACK WEST (FEET)RIGHT SIDE YARD SETBACK EAST (FEET)REAR YARD SETBACK SOUTH (FEET)MAXIMUM HEIGHT (FEET)MAXIMUM BUILDING COVERAGE (SF)MAXIMUM IMPERVIOUS COVERAGEFLOOR AREA RATIOCONFIDENTIAL DOCUMENT:INFORMATION CONTAINED IN THIS DOCUMENT ISPROPRIETARY TO KUM & GO, L.C. AND SHALL NOTBE DISTRIBUTED.C0.0COVER SHEET E. PROSPECT RDS. LEMAY AVE WHERE & MEANS MORE.1UTILITY 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 OFCOLORADO"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."DateEngineerThese 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 6/24/2021City 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 NOTES4C0.3EXISTING CONDITIONS5C0.4EXISTING CONDITIONS6C0.5DEMOLITION PLAN7C1.0PROJECT PLAN8C2.1GRADING PLAN9C2.2DETAILED GRADING PLAN10C2.3DRAINAGE PLAN11C2.4DRAINAGE DETAILS12C2.5DRAINAGE 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 PLAN34I1.1FINAL IRRIGATION PLAN35I1.2IRRIGATION DETAILS 136I1.3IRRIGATION DETAILS 23608/15/2022
SHEET NUMBER:CPM: SDM: RDM:08/05/2022#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 37CONFIDENTIAL 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 & GOSTANDARD SPECIFICATIONS, CITY OF FORT COLLINS, CDOT, AND THE SPECIFICATIONS/DETAILS SHOWN ONTHESE PLANS.2.ALL WORK AND CONSTRUCTION WITHIN PUBLIC RIGHT OF WAY AND EASEMENTS SHALL CONFORM TO THETECHNICAL SPECIFICATIONS, STANDARD DETAILS, AND DESIGN CRITERIA FOR PUBLIC IMPROVEMENTPROJECTS OF THE CITY OF FORT COLLINS, COUNTY OF LARIMER, CDOT, AND THE GRANTOR OF THEEASEMENT 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 OF ALLAGENCIES EXERCISING JURISDICTION OVER THIS PROJECT, WHICH ARE INCORPORATED BY REFERENCE ONTHESE PLANS. A COPY OF THESE SPECIFICATIONS AND DETAILS SHALL BE MAINTAINED ON THE JOBSITE ATALL 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 AND OWNER.THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THESE PLANS WITHOUT FIRST OBTAININGWRITTEN APPROVAL FROM THE OWNER, ENGINEER, AND GOVERNING AGENCY.6.ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL APPLICABLE LAWS AND REGULATIONS.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, AND THEGENERAL PUBLIC. ALL JOB SITE SAFETY SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERALREGULATIONS AND CODES, AND ENSURE COMPLIANCE INCLUDING, BUT NOT LIMITED TO, THE OCCUPATIONALSAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.8.THE CONTRACTOR SHALL CONTACT ONE CALL OF COLORADO AT #811 OR 1-800-922-1987 A MINIMUM OF 72HOURS (EXCLUDING WEEKENDS AND HOLIDAYS) IN ADVANCE OF ANY EXCAVATION.9.THE LOCATIONS OF EXISTING UTILITIES AND STRUCTURES SHOWN ON THE PLANS ARE APPROXIMATE ANDHAVE BEEN SHOWN FROM AVAILABLE SURVEYS AND/OR RECORDS. THERE MAY BE ADDITIONAL UTILITIESPRESENT, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'SRESPONSIBILITY TO DETERMINE THEIR EXISTENCE, EXACT LOCATION/SIZE, ADEQUATELY PROTECT/SUPPORT,AND TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL INCLUDE, AT NO ADDITIONAL COST, ANYPOTHOLING OR EXPLORATORY EXCAVATIONS NECESSARY TO LOCATE EXISTING UTILITIES. UTILITIES SHALLBE LOCATED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARENECESSARY DUE TO ACTUAL LOCATION OF EXISTING FACILITIES. DAMAGE TO UTILITIES AND STRUCTURESSHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THEGOVERNING AGENCY AND/OR THE UTILITY OWNER.10.ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE INDICATED IN THE PLANS, AND SHALL BE SUBJECT TOINSPECTION AND APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.11.LOCATIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS TO BE MET (OR AVOIDED) BY THE PROPOSEDWORK SHALL BE CONFIRMED BY THE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TOCONSTRUCTION. 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 - USE ONLYDIMENSIONS PROVIDED ON THESE PLANS.13.ALL ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR ANDSUBCONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES, AND SHALL PROVIDEALL WORK AND MATERIALS NECESSARY TO CONSTRUCT THE PROJECT IN ITS ENTIRETY.14.CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS NOT DESIGNATED FOR REMOVAL AND THOSEIMPROVEMENTS THAT ARE OUTSIDE THE LIMITS OF THE PROPOSED CONSTRUCTION. CONTRACTOR SHALLTAKE CARE TO AVOID DAMAGE THERETO AND SHALL PROVIDE TEMPORARY FENCING, BARRICADES,SUPPORTS, RESTRAINTS, AND/OR BRACING WHERE REQUIRED TO PROTECT EXISTING IMPROVEMENTS.DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPAIRED AND/OR REPLACED TO EQUAL OR BETTERCONDITION AT THE CONTRACTOR'S EXPENSE.15.ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO THE OWNER'S PROPERTY, PUBLICRIGHT-OF-WAY, PERMANENT EASEMENTS, AND TEMPORARY CONSTRUCTION EASEMENTS.16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAINED BY THE OWNER OROWNER'S REPRESENTATIVES, AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED IN THESEPLANS.17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE GOVERNING AGENCIES ANDLOCAL FIRE DEPARTMENT OF ALL STREET CLOSURES AND EXISTING FIRE HYDRANTS/FIRE SUPPRESSIONTAKEN 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 TO THEFT,OR VANDALISM OF MATERIALS AND EQUIPMENT (SECURED OR UNSECURED) WILL BE SOLELY AT THECONTRACTOR'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, DURINGALL HOURS OF OPERATION FOR THE BUSINESS LOCATED ON THOSE PARCELS.20.FOR ANY CHANGES OR DEVIATIONS FROM THESE PLANS PROPOSED BY THE CONTRACTOR, SHOP DRAWINGSAND MATERIAL SPECIFICATIONS SHALL BE SUBMITTED TO OWNER FOR REVIEW AND APPROVAL PRIOR TOPLACEMENT OF MATERIAL.21.CONTRACTOR MUST COORDINATE ALL CONSTRUCTION WITH THE DESIGNATED KUM & GO CONSTRUCTIONPROJECT MANAGER.22.CONTRACTOR SHALL PROTECT AND PRESERVE ALL SURVEY CONTROL AND PROPERTY MONUMENTATION.ANY DAMAGED MONUMENTS SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THEPROJECT'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, ANDMECHANICAL ENGINEERS. ENSURE COORDINATION OF EXACT LOCATION AND DIMENSIONS OF BUILDINGS,EXITS, RAMPS, UTILITY ENTRANCE LOCATIONS AND GRADES AROUND THE BUILDING. IMMEDIATELY NOTIFYOWNER OF ANY DISCREPANCIES.26.NO BELOW GRADE WORK SHALL BE BACKFILLED (INCLUDING BEDDING MATERIAL ABOVE THE SPRING LINE OFTHE PIPE) UNTIL THE CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLING BY THEAPPROPRIATE 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 CONSTRUCTION ZONESSHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD, AND ALL REVISIONS THERETOINCLUDING LOCAL AND STATE SUPPLEMENTS. ADDITIONAL WORK IN THE RIGHT-OF-WAY OR TRAFFICCONTROL 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 AND DISPOSEDOF 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 EXTERIOR FACEOF 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, AND EROSIONCONTROL PLAN FOR PERIMETER CONTROL.5.ALL DEMOLITION WORK ON THIS CONSTRUCTION SITE SHALL BE IN CONFORMANCE WITH LOCAL STANDARDSAND GUIDELINES.6.THIS DEMOLITION PLAN DEPICTS THE ANTICIPATED REMOVALS NECESSARY FOR CONSTRUCTION OF THEPROJECT. MISCELLANEOUS AND MINOR REMOVALS MAY NOT BE SHOWN IN DETAIL BUT ARE CONSIDEREDOBLIGATORY TO THE PROJECT. ADDITIONAL REMOVALS MAY BE NECESSARY AND THE CONTRACTOR WILL BEREQUIRED TO REMOVE ALL EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSEDCONSTRUCTION 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 PROPERTY OWNER(S)IMPACTED. CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANY FOR PORTIONS OFTHE WORK TO BE PERFORMED BY UTILITY COMPANY'S FORCES, AND PROVIDE ADEQUATE NOTICE FORSCHEDULING. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES, UNLESSOTHERWISE PAID BY KUM & GO PRIOR TO CONSTRUCTION. UTILITY REMOVAL TRENCHES SHALL BEBACKFILLED WITH APPROVED MATERIAL AND MEET COMPACTION REQUIREMENTS PER THE GEOTECHNICALREPORT.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 STRUCTURES ANDBACKFILL IN CONFORMANCE WITH THE GEOTECHNICAL REPORT. BOTTOM OF EXCAVATION SUBGRADE SHALLBE INSPECTED BY THE GEOTECHNICAL TESTING ENGINEER AND APPROVED PRIOR TO ANY 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 ELECTRIC LINE/SERVICESHALL BE COORDINATED FOR REMOVAL WITH UTILITY COMPANY.12.THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A MANNER APPROVED BYALL GOVERNING AUTHORITIES FOR ALL STRUCTURES, PADS, WALLS, PANS, FOUNDATIONS, PAVEMENT,UTILITIES, ETC. TO BE DEMOLISHED, SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BECONSTRUCTED. DEMOLITION AND DISPOSAL PERMITS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALLFACILITIES TO BE REMOVED SHALL BE UNDERCUT TO APPROVED GRADE AND BROUGHT UP TO PROPOSEDGRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL 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. CONTRACTORSHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED BY CONSTRUCTION.15.SAWCUTS SHALL BE TO FULL DEPTH OF EXISTING PAVEMENT. CONCRETE PAVEMENT SHALL BE REMOVED TONEAREST 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 FINISH GRADEFOR SURFACE OF PAVEMENT, TOP OF SIDEWALKS AND CURBS, TOP OF FLOOR SLABS, ETC. REFER TOTYPICAL SECTIONS FOR MULCH, SOD, PAVING, SLAB AND AGGREGATE BASE THICKNESS TO DEDUCT FORSUBGRADE 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 ELEVATIONS SHALLBE 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 FROM BUILDINGSAND 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 TO THERECOMMENDATIONS OUTLINED IN THE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BY OLSSON,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 OR DURINGEARTHWORK OPERATIONS. WASTED MATERIAL SHALL NOT BE BURIED ONSITE WITHOUT THE PRIORAPPROVAL OF THE OWNER.10.THE AREA ABOVE THE SPRINGLINE OF ALL UTILITY TRENCHES IN UNPAVED AREAS SHALL BE BACKFILLEDWITH COMPACTED COHESIVE SOILS. SEE REPORT OF GEOTECHNICAL EXPLORATION FOR COMPACTION ANDMOISTURE RECOMMENDATIONS.11.FINAL PAVEMENT SUBGRADES SHALL BE PROOFROLLED IMMEDIATELY PRIOR TO THE PLACEMENT OF THEPAVEMENT TO DETECT LOCALIZED AREAS OF INSTABILITY. PROOFROLLING IS NOT RECOMMENDED IN THEAREAS 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, UNLESSOTHERWISE ALLOWED IN THE REPORT OF GEOTECHNICAL EXPLORATION.13.IF REQUIRED, THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS AND AUTHORIZATION TODISCHARGE FROM DEWATERING ACTIVITIES.14.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS AND TRENCHES AS NEEDED FOR THE CONSTRUCTIONOF THE PROJECT USING MEANS/METHODS OF HIS CHOICE. REFER TO THE REPORT OF GEOTECHNICALEXPLORATION FOR ANTICIPATED LEVELS OF GROUNDWATER AND DEWATERING RECOMMENDATIONS.15.ALL EXCAVATIONS AND TRENCHES SHALL BE SLOPED/SHORED/BRACED FOR PROTECTION OF PERSONNEL INACCORDANCE WITH OSHA REGULATIONS AND AT THE CONTRACTOR'S FULL DISCRETION BASED ON THE SITECONDITIONS. OPEN EXCAVATIONS SHALL BE ADEQUATELY PROTECTED AND/OR FENCED AS NECESSARY ANDFOR THE SAFETY OF THE PUBLIC.STORMWATER MANAGEMENT AND EROSION/SEDIMENT CONTROL NOTES1.THIS PROJECT REQUIRES A PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY FROM THE STATE'S GOVERNING AUTHORITY. CONTRACTOR TO COMMENCE WORK ON THIS SITEONLY AFTER AN ACTIVE PERMIT NUMBER HAS BEEN OBTAINED FROM THE STATE'S GOVERNING AUTHORITY.A LOCAL CONSTRUCTION STORMWATER PERMIT IS ALSO REQUIRED BY THE CITY OF FORT COLLINS.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 MANAGEMENT PRACTICES”(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 VARIOUS PHASES OF THEWORK AND AS ACTUAL CONDITIONS WARRANT. CONTRACTOR SHALL CONTINUOUSLY MODIFY THE EROSIONAND SEDIMENT CONTROL PLAN WITH CURRENT BMPS IN ACCORDANCE WITH THE CONSTRUCTIONSTORMWATER PERMIT REQUIREMENTS. ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS EMPLOYED BYTHE CONTRACTOR AT HIS DISCRETION WILL NOT BE MEASURED OR PAID FOR SEPARATELY BUT SHALL BEINCLUDED IN THE WORK.6.A GROUNDWATER DISCHARGE PERMIT MAY BE REQUIRED FROM THE STATE GOVERNING AUTHORITY PRIORTO 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 STORMWATER DISCHARGE.8.APPROVED EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FORTHE 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, ANDAFTER ALL SIGNIFICANT PRECIPITATION EVENTS I.E. RAINFALL, SNOWMELT. ALL NECESSARY MAINTENANCEAND REPAIR ACTIVITIES SHALL BE COMPLETED AS SOON AS POSSIBLE (IMMEDIATELY IN MOST CASES) AFTERDIRECTION BY THE INSPECTOR. ACCUMULATED SEDIMENT AND CONSTRUCTION DEBRIS SHALL BE REMOVEDWEEKLY FROM ALL BMPS, OR AT ANY TIME THAT SEDIMENT OR CONSTRUCTION DEBRIS ADVERSELY IMPACTSTHE FUNCTIONING OF THE BMPS.9.TOPSOIL AND SUITABLE EARTHEN MATERIALS SHALL BE SEGREGATED AND STOCKPILED WITHIN THE LIMITSOF CONSTRUCTION FOR USE ON AREAS TO BE FILLED AND RE-VEGETATED. ANY AND ALL STOCKPILES SHALLBE PLACED IN AN APPROVED LOCATION AND PROTECTED FROM EROSIVE ELEMENTS USING MEASURESSPECIFIED IN THE EROSION/SEDIMENT CONTROL PLAN AND STORMWATER MANAGEMENT PLAN (SWMP).10.SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE MULCHED AND SEEDED WITHA TEMPORARY OR PERMANENT GRASS COVER WITHIN FOURTEEN (14) DAYS OF STOCKPILE CONSTRUCTION.11.ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO GRADING OREROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL BE HELDRESPONSIBLE 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 SHALL BECLEANED UP IMMEDIATELY. THE LOCAL CITY/COUNTY AND STATE'S GOVERNING AUTHORITY SHALL BENOTIFIED IMMEDIATELY.15.THE CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTEDFROM THE SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ONPUBLIC RIGHT-OF-WAY. ALL MATERIAL EXPORTED FROM THE SITE SHALL BE DISPOSED OF AT A SITEPERMITTED TO ACCEPT SUCH MATERIAL.16.THE USE OF REBAR, STEEL STAKES OR STEEL FENCE POSTS FOR STAKING DOWN STRAW OR HAY BALES, ORTO SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE, IS PROHIBITED.17.THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO APPROVED LOCATIONS ON THEJOB SITE. THE DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM ISPROHIBITED. 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 MUD DROPPEDINTO MANHOLES, INLETS, PIPES OR TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELYBY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURESCAUSED 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 PAVEMENT JOINTINGPLAN USING THE PROPOSED PAVING PLAN AND SITE CONDITIONS. JOINT LAYOUT SHALL BE IN ACCORDANCEWITH ACI 330R “GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS,” AND STANDARDCONSTRUCTION PRACTICES. JOINT DETAILS SHALL BE IN ACCORDANCE WITH THE DETAILS PROVIDED IN THISPLAN SET. CONTRACTOR SHALL PROVIDE A PAVEMENT JOINTING PLAN FOR 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 HIGHER SULFATERESISTANCE), 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 UNLESS OTHERWISENOTED.6.ALL PAVEMENT MARKINGS FOR PARKING STALLS SHALL BE 4" WIDE YELLOW MARKINGS, CONFORMING TOAASHTO M248 READY MIXED YELLOW TRAFFIC PAINT.7.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL ACCESSIBLE AREAS AND ROUTES ARE BUILT INACCORDANCE WITH THE PLANS AND THE “2010 ADA STANDARDS FOR ACCESSIBLE DESIGN”. THE SITE MAY BEINSPECTED BY CITY PERSONNEL FOR COMPLIANCE WITH THE STANDARDS.8.ADA ACCESSIBLE PARKING STALLS AND AISLES SHALL BE CONSTRUCTED WITH A MAXIMUM SLOPE OF 2.00% INANY DIRECTION. ADA ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF2.00% AND A MAXIMUM LONGITUDINAL SLOPE OF 5.00% (UNLESS RAMPS AND LANDINGS ARE PROVIDED PERADA STANDARDS). CURB RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 8.33% (12:1). ACCESSIBLEMANEUVERING AREAS AT DOORS SHALL BE CONSTRUCTED WITH A MAXIMUM 2.00% IN ANY DIRECTION.CONTRACTOR SHALL FIELD VERIFY ADA GRADES AND FORMWORK PRIOR TO PLACING ANY CONCRETE.OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCY SHOWN ON THE PLANS.UTILITY NOTES1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AT PROPOSED POINTS OF CONNECTION ANDCONFIRM EXACT LOCATIONS/SIZES OF ALL UTILITY SERVICE LINE HOOKUPS TO THE BUILDING (PER MEPPLANS) PRIOR TO UTILITIES CONSTRUCTION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ONSITE MEETINGS WITH THE CITY, GOVERNINGAGENCIES, AND UTILITY OWNERS PRIOR TO THE START OF ANY CONSTRUCTION OR INSTALLATION OFUTILITIES.3.THE CONTRACTOR SHALL CONSTRUCT ALL WATER AND SANITARY SEWER SERVICE LINES AND CONNECTIONSIN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE CITY OR LOCAL UTILITYPROVIDER.4.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY SERVICE CONNECTIONS WITH THEAPPROPRIATE UTILITY COMPANY/OWNER, AND TO OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED FORSERVICE 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 IN COMPLIANCEWITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS.6.UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROVIDE TRENCHING FOR ALL UTILITY SERVICE LINES.7.CONTRACTOR TO SET AND ADJUST ALL PROPOSED UTILITY STRUCTURES, CLEANOUTS, VALVES, METER PITS,ETC. TO FINISH GRADE. EXISTING ITEMS AFFECTED BY THE WORK SHALL BE ADJUSTED AS REQUIRED TOMATCH 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 SHUT OFFSWITH THE CITY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BETHE 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 THE DETAILSINCLUDED IN THE PLANS, MANUFACTURER'S INSTALLATION REQUIREMENTS, AND/OR STANDARD DETAILSINCLUDED 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. REFERTO 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 CONTRACTOR SHALLCONSULT WITH THE MANUFACTURER OF ANY PRE-FABRICATED STRUCTURE TO CONFIRM INSTALLATIONMEASURES REQUIRED TO ENSURE THE AFOREMENTIONED LOAD RATING IS ACHIEVED. FOR ALLPRE-FABRICATED NYLOPLAST® DRAIN BASINS, THE GENERAL CONTRACTOR SHALL POUR A CONCRETECOLLAR UNDER THE FRAME/GRATE/HOOD ASSEMBLY IN THE MINIMUM DIMENSIONS SPECIFIED ON THEMANUFACTURER’S STANDARD DETAIL DRAWINGS TO ACHIEVE H-20/HS-20 LOAD RATING. THE GENERALCONTRACTOR SHALL CONTACT OWNER FOR ADDITIONAL DIRECTION IF H-20/HS-20 INSTALLATION GUIDELINESCANNOT BE OBTAINED FROM THE MANUFACTURER OF ANY PROPOSED PRE-FABRICATED STRUCTURE.C0.1GENERAL NOTES23608/15/2022
SHEET NUMBER:CPM: SDM: RDM:08/05/2022#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
1525 Raleigh St. Suite 400
Denver, CO 80204
DATE REVISION DESCRIPTION
OF 37CONFIDENTIAL DOCUMENT:INFORMATION CONTAINED IN THIS DOCUMENT ISPROPRIETARY TO KUM & GO, L.C. AND SHALL NOTBE DISTRIBUTED.C0.2CITY GENERAL NOTES308/15/2022
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
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ELIZABETH STREET EXISTING CONDITIONSC0.3
4 OF 36
08/15/2022
Prospect Road
(70' Right-of-Way Width)
-35MPH Speed Limit-Lake StreetD
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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 EXISTING CONDITIONSC0.4
5 OF 3636
08/15/2022
E. PROSPECT RD
LEMAY AVELEGEND
X
FO
GAS GAS
UGE UGE
W W
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
FLAG NOTES:DEMOLITION PLANC0.5
6 36
08/15/2022
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
T
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 2013FLAG NOTES:
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C1.0
7 PROJECT PLANLEGEND
36
08/15/2022
VAN
S LEMAY AVETT
EV EV
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
FLOOD ZONE:
BENCHMARKS:
NOTE:
NOTES:
C2.1C2.1 GRADING PLAN8
LOD
LEGEND
36
08/15/2022
TT
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
FLOOD ZONE:
BENCHMARKS:
NOTE:
DETAIL 2
DETAIL 5
DETAIL 1
C2.2C2.2 DETAILED GRADING PLAN9
LOD
LEGEND
NOTES:
DETAIL 3
DETAIL 4
36
08/15/2022
VAN
11
S LEMAY AVE2
3
TT
EV EV
STORM STRUCTURE TABLESTORM PIPE TABLE
DOCUMENT REVISION DATE: JULY 2013SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C2.3
10 DRAINAGE PLANLOD
LEGEND:
NOTE:
FLOOD ZONE:
BENCHMARKS:
NOTES:
·
·
·
·
·
·
·
·
FLAG NOTES:
36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C2.4
11 DRAINAGE DETAILSHDPE PIPE BEDDING DETAILEND OF RUN
“”PLAN VIEW
36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C2.5
12 DRAINAGE 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
36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C2.6
13 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
36
08/15/2022
100-YEAR
SPRING CREEK
FLOODPLAINSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37PH. 1 EROSION CONTROL PLANNOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
SF
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
--
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.7
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
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.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
14
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 16%
ESTIMATED % VEGETATIVE 58%
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: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022
T
EV EV
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSFSF SF SF SF
S
F
SFSF100-YEAR
SPRING CREEK
FLOODPLAINSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37PH. 2 EROSION CONTROL PLANNOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
SF
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
--
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.8
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
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.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
15
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 8%
ESTIMATED % VEGETATIVE 92%
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: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022
VAN
11
E PROSPECT RD
S LEMAY AVE2
3
TT
EV EV
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSF SFSFSFSF
SFSFSFSF SF SF SF
S
F
SFSF100-YEAR
SPRING CREEK
FLOODPLAIN
UNDERGROUND
WATER QUALITY
TREATMENT SYSTEM
(STORM TECH)
100-YEAR
SPRING CREEK
FLOODPLAINLODLODLODLODLODLOD
LOD
LOD LOD LOD LOD LOD LOD
LOD
LODLODLOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37PH. 3 & 4 EROSION CONTROL PLAN16
NOTE:
LEGEND:
LOD
SD SD
SD SD
OWNER/DEVELOPER/APPLICANT:ENGINEER:
DEVELOPER/OWNER'S STATEMENT
EROSION CONTROL NOTES:
ENGINEER'S STATEMENT
SWMP ADMINISTRATOR
CONSTRUCTION & EROSION CONTROL SCHEDULE:
C2.9
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
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.
FLOOD ZONE:
X, AREA OF MINIMAL FLOOD HAZARD AND SPECIAL FLOOD HAZARD AREA, FLOOD ZONE AE WITH
BFE (BASE FLOOD ELEVATION) OR DEPTH DETERMINED, PER FEMA FLOOD MAP 08069C0983H
EFFECTIVE MAY 02, 2012
--
CONSTRUCTION SEQUENCE CHART:
SITE INFORMATION
TOTAL DISTURBED AREA 1.33 AC
TOTAL ON-SITE DISTURBED AREA 0.92 AC
TOTAL OFF-SITE DISTURBED AREA 0.41 AC
TOTAL STAGING/STORAGE AREA STABILIZED STAGING AREA: 2,910.93 SF
STOCKPILE MANAGEMENT AREA: 1,020.13 SF
ESTIMATED % EXPOSED 0%
ESTIMATED % VEGETATIVE 27%
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: 14.0'
NUMBER OF PHASES 3 PHASES
TOTAL VOLUME OF IMPORT/EXPORT 1,562.62 CUBIC YARDS OF FILL
STEEPEST SLOPE 4:1
RECEIVING WATERS SPRING CREEK
100 YEAR RUNOFF COEFFICIENT
(AFTER CONSTRUCTION)C2 = 0.63 C100 = 0.79
SURFACE COVERAGE
(AFTER CONSTRUCTION)
PAVEMENT AREA = 26,095 SF
ROOF AREA = 3,946 SF
LANDSCAPE AREA = 9,971 SF
(REFER TO LANDSCAPE PLAN BREAKDOWN OF SOD/SEED)36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
“
”
“” STD. EROSION CONTROL NOTESC2.10
17 36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37EROSION CONTROL DETAILSC2.11
18 36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37EROSION CONTROL DETAILSC2.12
19 36
08/15/2022
VAN
E PROSPECT RD
S LEMAY AVETT
EV EV
PRIVATE UTILITY NOTES:
NOTE:
LEGEND
C3.1C3.1 UTILITY SERVICE PLAN20
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
NGS DESIGNATION "T-402" - PUBLISHED ELEV:4982.93' (NAVD88)
CP-99, SET 12" SPIKE - ELEV: 4948.1' (NAVD88)
BENCHMARKS:
36
08/15/2022
VAN
11
C3.2C3.2 UTILITY DETAILS21
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
UTILITY SERVICE CONNECTION
36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C3.3 UTILITY DETAILS22 36
08/15/2022
VAN
S LEMAY AVET
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
NOTE:
C4.1C4.1 HORIZONTAL CONTROL PLAN23
LOD
LEGEND
NOTES:
STANDARD DUTY CONCRETE PAVEMENT SECTION
36
08/15/2022
T
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
DETAIL 2
DETAIL 4
DETAIL 1
C4.2C4.2 DETAILED HORIZONTAL CONTROL PLAN24
DETAIL 3
DETAIL 5
LOD
LEGEND
NOTES:
NOTE:
36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C4.3C4.3 HORIZONTAL CONTROL POINT TABLES25
NOTE:
36
08/15/2022
VAN
11
E PROSPECT RD
S LEMAY AVE3
T
4945
4950
4955
4960
4945
4950
4955
4960
-0+50 0+00 1+00 2+00 3+00 4+00 4+85.81
-0.52%
-0.74%
-2.01%
-0.63%
-0.58%-0.50%
-1.22%
-0.73%
C4.4
26 FLOWLINE PLAN & PROFILESHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 3736
08/15/2022
E PROSPECT RD
T
E PROSPECT RD
C4.5
27 SIGNAGE AND STRIPING PLANSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37MATCHLINESEE BELOWMATCHLINESEE ABOVEYIELD
MUST
RIGHT LANE
TURN RIGHT
36
08/15/2022
VAN
11
S LEMAY AVE2
3
TDOCUMENT REVISION DATE: JULY 2013C4.6
28 ADA PLANSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 3736
08/15/2022
DOCUMENT REVISION DATE: JULY 2013PAVING DETAILSC4.7
29 PAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 3736
08/15/2022
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
C4.8
30 PAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 3736
08/15/2022
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
COLORED CONCRETE
(SEE DETAIL, THIS SHEET)
FLAG POLE
C4.9
31 PAVING DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
PROPANE CAGE BOLLARD PROTECTION 36
08/15/2022
STOP
SIDE VIEWFRONT VIEW
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ELEVATION
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PRODUCT NO.
*Available in powder coat and DuraCoat finishes
BP4-02-SM-PF
3
1
2
4
36"
4.88"4.5"3
X
Ø
0
.
5
6
"
C4.10
32 SIGNAGE & SITE DETAILSSHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
20 ft
36
08/15/2022
E PROSPECT RD
S LEMAY AVEE PROSPECT RDS LEMAY AVEDOCUMENT REVISION DATE: JULY 2013FLAG NOTES:
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
C5.0
33 TRAFFIC SIGNAL PLANLEGEND
36
08/15/2022
T
EV EV
VAN
11
S LEMAY AVE2
3
T
RFCFS
MV BF
F
D
3 4"3 4"
8 8
8 8
8
8 8
8
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"
1"
3 4"11 4"3 4"
3 4"
3 4"3 4"1"
3 4"
3 4"
3 4"
3 4"
3 4"11 4"
114"
17.66
1"
26.76
1"
52.40
1"
61.80
1"
720.8
1"
810.4
1"
91.90
1"
1.9010
1"
88
8 8
8
8
8
8
8
315.7
1"
3 4"
46.98
1"
F
F
F
F
di
di
di
di
dc
dc
dc
dc
dc
dc
dc
dc
dc
dc
M
3 4"
114"11 4"
11 4"
2"
11 4"
11 4"
11 4"
114"
11 4"
11 4"
2"
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:
08/05/2022#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 37
I1.1 FINAL IRRIGATION PLAN34
NOTE:
FLAG NOTES:
36
08/15/2022
7 DAY WATERING SCHEDULE
3 DAY WATERING SCHEDULERUNTIME SCHEDULE
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
I1.2 IRRIGATION DETAILS 135
GENERAL 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 36
08/15/2022
SHEET NUMBER:
CPM:
SDM:
RDM:
08/05/2022#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 37
I1.3 IRRIGATION DETAILS 236
ROOF
RAIN BIRD WR2-RFS RAIN SENSOR 2
NOT TO SCALE
MASTER CONTROL VALVE ASSEMBLY5 MANUAL DRAIN VALVE6
MULTI-PORT DRIP EMITTER8
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
3
GATE / BALL SHUT-OFF VALVE4
EMITTER SIZING SCHEDULE
PLANT SIZE FLOW / PLANT EMITTER # OF EMITTERS
9
PIPE LAYOUT - SERVICE LINE CONNECTION7
TRENCHING DEPTH10
ELEVATION
SECTION
ET Pro3 2-Wire
WeatherTRAK
WEATHERTRAK ET PRO3 2-WIRE WALL MOUNT1
36
08/15/2022