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Home My WebLink AboutBLOOM FILING THREE MULTI-FAMILY DWELLINGS - PDP220011 - DOCUMENT MARKUPS - ROUND 2 - EROSION CONTROL LETTER/REPORTProject Name Project Number Project Team Routed Date Routed Depts Comments Due Date None Project Name Project Number Project Team Routed Date Comments Due Date Stone Pizza MA220034 Missy 09/01/2022 09/15/2022 Prospect and College MA220098 Wild Bliss Photography, LLC – DBA Evok NOCO MA220089 Brandon 09/01/2022 09/15/2022 Mythmaker Brewing MA220096 Rob 09/01/2022 09/15/2022Parkway Landscape – 2308 Bellwether Ln MA220097 Previous Week’s Routings Waters Edge – Parks MA210077 Arlo 08/25/2022 09/08/2022 Ketcher Crossing Community Space MA220013 MissyParkway Landscape – Sunstone Townhomes MA220025 Trash Enclosure for Rally 5 MA220095 RobParkway Landscape – 5908 Espalier Ln MA220077 Krispy Kreme – 4624 Mason St MA210093 Will From:Development Review Coordinators To:DevRev Weekly Subject:UPDATE: Development Review Weekly Project Summary 09/02/2022 Date:Friday, September 2, 2022 5:09:26 PM Development Review Weekly Project Summary Projects Submitted This Week (8/29-9/02) Project Name Project Number Previous Project Number(s)Project Team Status Comments Due Date 1 Willox Farm PDP220008 CDR190076 CDR200080 MOD210001 Todd, Clark, John Routed 09/27/2022 2 Rudolf Farms Infrastructure Project NE Prospect & I-25 ODP FDP220010 MA220054 PDR210018 Brandy, Kai, Sophie Routed 09/27/2022 3 Bloom Filing Three (Pedcor Affordable Housing)PDP220011 CDR210069 Brandy, Kai, John Routed 09/20/2022 Affordable Housing *Scroll down for more information on the projects that have been routed this week Preliminary Design Review Agenda *click to see the Preliminary Design Review Packet back to top Project Name Project Number Project Team Date & Time Comments Due Date Routed this week 4 Chase Bank PDR220010 Marissa/Todd, Kai, TBD 09/21/2022 8:30 09/20/2022 Previously Routed/Upcoming Zocalo – South College Ave PDR220009 Todd, Kai, Sophie 09/07/2022 8:30 09/06/2022 Routed Quick Checks Routed Minor Amendments and County Referrals back to top East Ridge Second Filing- ROW MA220027 Arlo Project Name Project Number Project Team Scheduled Time Comments Due Date Bohlender Funeral Chapel CDR220067 Todd, Will, Sophie 9:15 09/08/2022Overland Trail Substation Conversion CDR220068 Marissa, Katelyn, Tim 10:15 101 E Lincoln – Change of Use CDR220069 Brandy, Clark, John 11:15 Project Name/Type Project Team Tentative Submittal Date King Sooper #146 Midtown Gardens Marketplace Todd, Kai, John 09/07/2022 Spirit of Joy Minor Subdivision Marissa/Todd, Arlo, John 09/07/2022 Enclave at Redwood Todd, Clark, Sophie 09/07/2022 Enclave at Redwood – Lupine Connection Todd, Clark, Sophie 09/07/2022 Jerome Street Station Todd, Clark, Tim 09/07/2022 Seven Generation Multifamily Todd, Will, Sophie 09/07/2022 NEC Mulberry and I-25 Annexation Todd, Kai, John 10/05/2022 NEC Mulberry and I-25 ODP Todd, Kai, John 10/05/2022 Project Name Hearing/Neighborhood Meeting?Date/Time/Location Heartside Hill ODP and Residential Development September P&Z Hearing 09/15/2022 6:00pmBloom Filing Two 515 S Shields Multi-Family Neighborhood Meeting 09/07/2022 6:00pm NEC Mulberry & I-25 ODP Neighborhood Meeting 09/22/2022 6:00pm Peakview Annexation No.2 Neighborhood Meeting 09/29/2022 6:00pm FC Habitat/Hartford/Odell Affordable Housing Neighborhood Meeting To Be Scheduled Conceptual Review Agenda *click to see the Conceptual Review Packet back to top Upcoming Projects To Be Submitted back to top Upcoming Hearings and Neighborhood Meetings back to top BDR & Hearing Decisions back to top *please click the link in the project name column to get you the project folder on the S drive 2022 P&Z Minutes - Decisions and Conditions of Decisions Project Name Project Number Project Team Decision & Decision Maker /Date AppealPeriod Ends Appealed? 3006 Rockborough Ct - Replat BDR220001 Brandy, Will, John Planning & ZoningCommission Upheld Approval08/18/2022 09/01/2022 No DCP Meetings and Issued DCP Permits back to top Project Name Project Number Project Team DCP Meeting Date Permit Issued Timberline – International FDP210020 Brandy, Will, Marc 03/09/2022 Stanford Senior Living FDP210017 Tenae, Clark, John/Sophie 03/23/2022 West Village off Taft FDP170015 Brandy, Sophie 04/20/2022 08/25/2022#22-11 *Routed Project Information: 1. Willox Farm – PDP220008 back to top Round: 2 Project Team Coordinator: Todd Planner: Clark Engineer: John Attorney: Claire Project Location: Generally located south of W. Willox Lane between Union Pacific RR and Wood Lane. Project Description: This is a request for a Project Development Plan proposing a 65 lot single-family detached residential development. The site is approximately 19.01 acres and is located on the south side of W. Willow Lane, north of Soft Gold Park (parcel #9702200003). Access will be taken from the north off of W. Willow Lane. A pedestrian trail is proposed, connecting the trail in Soft Gold Park. A stand-alone modification to increase the allowable density from 2 dwelling units per acre to 4 dwelling units per acre on this parcel was approved by Planning & Zoning Commission on May 26, 2021. This is located in the Urban Estate (UE) zone district and is subject to a Type 2 (Planning & Zoning Commission) public hearing. S:\CDNS\Planning\Project Submittal Documents\West Willox Lane\Willox Farm\0_PDP\5_Submittal\Round_2 2. Rudolph Farms Infrastructure Project – FDP220010 back to top NE Prospect & I-25 ODP – MA220054 Round: 2 Project Team Coordinator: Brandy Planner: Kai Engineer: Sophie Attorney: Project Location: Located at 1100 SE Frontage Road Project Description: This is a request for an Infrastructure Project at the NE corner of Prosect and I-25. Parcels#8715000022, 8715000021, & 8715000022, 1100 SE Frontage Road. The proposal includes an infrastructure plan with a proposed road network, preliminary drainage, and utilities. The infrastructure project will run concurrently with an updated Overall Development Plan (Minor Amendment to the existing ODP). This project is in the Industrial (I), Commercial (C) and Urban Estate (UE) Zone districts and is subject to a Type 1 Development Review. Infrastructure Project - S:\CDNS\Planning\Project Submittal Documents\NE Prospect & I-25\04_PDP_FDP_ Rudolph Farm Infrastructure Project\4_Submittal\Round_2 Minor Amendment ODP - S:\CDNS\Planning\Project Submittal Documents\NE Prospect & I-25\04_ODP_2022\0_Submittal\Round_2 3. Bloom Filing Three – PDP220011 back to top Round: 1 Project Team Coordinator: Brandy Planner: Kai Engineer: John Attorney: Brad Project Location: Located at Greenfields and Mulberry Project Description: This is a request to develop multi-family dwelling units for District 3 of the proposed Mulberry – Greenfields PUD. The proposal includes 360 multi-family dwellings (120 1-bedroom, 180 2-bedroom, and 60 3-bedroom) spread across 15 buildings. The buildings would be 3 stories in height with 24 units per building. Additionally, at least 264 of the dwelling units are intended to be affordable rental units. The project proposes 670 parking spaces for the development. Future access will be taken from future International Blvd directly to the north, and additional streets to the east and south which will be constructed as part of the overall PUD. The site is within the Low Density Mixed Use Neighborhood (LMN) and Medium Density Mixed-Use Neighborhood (MMN) zone districts. The proposal is subject to an Administrative (Type 1) Review. S:\CDNS\Planning\Project Submittal Documents\Bloom\3_Bloom - Filing Three\0_PDP_Pedcor\5_Submittal\Round_1 4. Chase Bank – PDR220010 back to top Preliminary Design Review Project Team Coordinator: Marissa Planner: Kai Engineer: Attorney: Project Location: Located at 2413 S College Ave Project Description: S:\CDNS\Planning\Current Planning\PDRs Preliminary Design Review\2022 PDR\09-22\Sept21_Chase Bank Document Download. Paper copies will not be distributed. Digital copies are available for download at the links under the individual project. The Project Review Meetings are scheduled for 09/28/2022 (unless otherwise noted). The Project Review Agenda will indicate the time of the meeting. Please provide any comments you may have in Accela by the due date. Please save any redlines to the “Redlines” folder in the Project Submittal Documents file or email directly to the Development Review Coordinator. If you do not have access to the Accela program, please send your comments via email to the Development Review Coordinator for the project. Should you need assistance with entering comments in Accela or have any other questions, please contact the Development Review Coordinator prior to the meeting. If additional submittal documents were requested and are not provided or if there are other issues with the electronic document routing, please notify the Development Review Coordinator as soon as possible. BACK TO TOP Development Review Coordination Tenae Beane / Brandy Bethurem Harras / Marissa Pomerleau / Todd Sullivan City of Fort Collins Planning & Development Services 281 N. College Ave. Fort Collins, CO 80524 970.221.6689 DRCoord@fcgov.com Brandy Bethurem Harras Development Review Coordinator City of Fort Collins Planning & Development Services 281 N. College Ave. Fort Collins, CO 80524 970.416.2744 BBethuremHarras@fcgov.com Building hours for 281 N. College Avenue are Monday – Thursday, 9:00AM – 12:00PM and 1:00PM – 4:00PM DEVELOPMENT REVIEW: APPLICATION FORM Community Development & Neighborhood Services – 281 N College Ave – Fort Collins, CO 80522-0580 Project Information Project Name:_____________________________________________ Project Description (Choose type of request from the list on the back): _________________________________________________________ _________________________________________________________ _________________________________________________________ Location Description/Project Address:_________________________ _________________________________________________________ _________________________________________________________ Major Cross Streets: _______________________________________ Zone District:______________________________________________ Parcel Number: ____________________________________________ Building/Unit Information Residential:_________ ___________________________Square Feet Commercial:____________________________________Square Feet Industrial:______________________________________Square Feet Building Floor Area Ratio:___________________________________ Platted Area:______________________________________________ Number of Units: Single Family Attached:______Single Family Detached: __________ Two Family:________________Multi-Family:____________________ Total Number of Bedrooms Rented Separately:_________________ Dates: Conceptual Review Meeting Date_____________________________ Neighborhood Meeting Date_________________________________ Hearing Type______________________________________________ Site/Area Information Residential Area:_____________ _____Sq. Ft. ____________Acres Commercial Area:____________ _____ Sq. Ft. ____________Acres Industrial Area:_____________ ______ Sq. Ft. ____________Acres Mixed Use Area:_____________ ______Sq. Ft. ___________Acres Right of Way Area: _________________ Sq. Ft. ___________Acres Parking and Drive Area: _____________ Sq. Ft. ___________Acres Stormwater Detention Area:__________Sq. Ft. ___________Acres Landscape Area: ___________________Sq. Ft. ___________Acres Open/Other Areas: __________________Sq. Ft. __________Acres Gross Area:________________________Sq. Ft. ___________Acres Floor Area Ratio:_________________________________________ Gross Density:________________Net Density ________________ Owner Information Name:__________________________________________________ Address:________________________________________________ ________________________________________________________ City:__________________State:________________Zip:__________ Phone:_________________Email:___________________________ Applicant Information Name:__________________________________________________ Organization Name: ______________________________________ Contact:_________________________________________________ Address:________________________________________________ City___________________State:________________Zip:_________ Phone:_________________Email:___________________________ Preferred Method of Contact: ______________________________ For Office Use Only Date Submitted ________________ Current Planning File #_________________ Planner______________________ ð CERTIFICATIONMUST BESIGNED.ï CERTIFICATION I certify the information and exhibits submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge, consent, and authority of the owners of the real property, as those terms are defined in Section 1-2 of the City Code (including common areas legally connected to or associated with the property which is the subject of this application) without whose consent and authority the requested action could not lawfully be accomplished. Pursuant to said authority, I hereby permit City officials to enter upon the property for the purpose of inspection, and if necessary, for posting of public notice on the property. Name (Please PRINT): _______________________________________________________________________ Address:___________________________________________________________________________________ Telephone:___________________________________________________________________________ Signature: (and title showing authority to sign, if applicable) Revised December 28, 2021 2 Type of Request Please indicate the type of application submitted by checking the box preceding the appropriate request(s). Additional handouts are available explaining the submittal requirements for each of the following review processes. Annexation Petition with Initial Zoning REQUESTED ZONE: _______________________________ Fee $5,825 Rezoning Petition REQUESTED ZONE: _____________________________ Fee $4,800 Planned Unit Development (PUD) Fee: $54,475 Overall Development Plan (ODP) Fee: $11,150 Project Development Plan (PDP) Fee: $27,675 Final Development Plan (FDP) Fee: $21,575 Modification of Standards Fee: $1,675 Basic Development Review (BDR) Fee: $16,900 Major Amendment (MJA) Fee: $18,975 Minor Amendment / Change of Use Fee: $1,500 Minor Subdivision Fee: $2,300 subdivision only, no land use approvals Infrastructure Project Fee: $13,625 Extra Occupancy Unit Fee: $2,025 per unit Addition of Permitted Use (APU) Fee: $53,000 Site Plan Advisory Review NO FEE Additional rounds of Review Fee: $3,000 charged once for projects that require 4 or more rounds of review City of Fort Collins Development Review collects Poudre Fire Authority Development Review Fees for the above requests. Applicable Poudre Fire Authority Fees would apply at time of application. Payments can be made by check or credit card. Check: Make payable to City of Fort Collins. Mail to the Development Review Center, 281 N College Ave, Fort Collins, CO 80524, OR place in the blue drop box located at the west side of the building. Credit Card: Would be processed over the phone. Credit card payments include a convenience fee of 2% + $0.25 added to all payments under $2,500.00, and 2.75% added to all payments over $2,500.00. N TIMBERLINE ROAD US HWY 14 (MULBERRY ST)PROJECT SITEINTERSTATE HWY I-25 SHEET No:SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.VICINITY MAPUTILITY PLANS FORSHEET No:BLOOM FILING THREE FORT COLLINS, COLORADO COVER SHEETC-001120JULY 27, 2022801-004AGWJRGJRGBLOOM FILING THREEAUGUST 31, 2022ASPENRefer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins,Colorado, dated September 14, 2021, Terracon Project No. 20205121, for site excavation and grading,and paving recommendations.PROJECT BENCHMARKS:PROJECT DATUM: NAVD88 CITY OF FORT COLLINS DATUMBENCHMARK 1: BM 51-01: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF ABRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY .2MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY.NAVD88 ELEVATION 4926.93IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWINGEQUATION SHOULD BE USED:NGVD29 UNADJUSTED = NAVD88 - 3.18BASIS OF BEARINGS: ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OFSECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MONUMENTED ASSHOWN ON THIS DRAWING, AS BEARING SOUTH 89°14'06" EAST, BEING A GRID BEARING OFTHE COLORADO STATE PLANE, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, ADISTANCE OF 2646.69 FEET AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVETHERETO.A PARCEL OF LAND, SITUATE IN THE SW QUARTER OF SECTION 9, TOWNSHIP 7NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,CITY OF FORTCOLLINS, COUNTY OF LARIMER, STATE OF COLORADOPLANNER/LANDSCAPEARCHITECT:Vignette StudiosP.O. Box 1889Fort Collins, CO 80522Contact: Terence Hoaglund(970) 472-9125ARCHITECT:Fifth Dimension Architecture & Interiors2226 1st Ave S, Suite 101Birmingham, AL 35233Contact: Walt Mason(334) 201-2776OWNER:Pedcor Investments, LLCOne Pedcor Square770 3rd Avenue SWCarmel, IN 46032Contact: Colin Patterson (317) 795-3009Patrick Stoffregen (317) 564-5860SURVEYOR:Majestic Surveying1111 Diamond Valley Drive #104Windsor, CO 80550Contact: Steven Parks(970) 833-5698GEOTECHNICAL ENGINEER:Terracon, Inc.1901 Sharp Point Drive, Suite CFort Collins, CO 80525Contact: Eric Bernhardt(970) 484-0359Project Contacts:CIVIL ENGINEER:Aspen Engineering19 Old Town Square, Suite 238Fort Collins, CO 80524Contact: John Gooch(970) 419-4344CITY OF FORT COLLINS WATER UTILITIES ENGINEERINGContact: Wes Lamarque(970) 416-2418CITY OF FORT COLLINS STORMWATERContact: Wes Lamarque(970) 416-2418CITY OF FORT COLLINS LIGHT AND POWERContact: Rob Irish(970) 224-6167EAST LARIMER COUNTY WATER DISTRICTContact: Randy Siddens(970) 493-2044POUDRE FIRE AUTHORITYContact: Marcus Glasgow(970) 416-2869XCEL ENERGY - GAS & ELECTRICContact: Stephanie Rich(970) 225-7828CENTURY LINKContact: Bob Rulli(970) 490-7503COMCASTContact: Don Kapperman(970) 567-0245Utility Entity Contacts:EAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWUTILITY PLAN REVIEWBoxelder Sanitation District FORT COLLINS, COLORADODRAWING/ SHEET INDEXSheetNumberSheet Title1COVER SHEET2GENERAL NOTES & LEGEND3SANITARY SEWER NOTES & STREET TYPICALSECTIONS4EXISTING CONDITIONS & DEMOLITION PLAN5EXISTING INTERIM CONDITION PLAN6HORIZONTAL CONTROL PLAN (NORTH)7HORIZONTAL CONTROL PLAN (SOUTH)8EROSION CONTROL PLAN9EROSION CONTROL NOTES & DETAILS10EROSION CONTROL DETAILS11GRADING PLAN (NORTH)12GRADING PLAN (SOUTH)13DRAINAGE EXHIBIT14OVERALL UTILITY PLAN15WATER PLAN (NORTH)16WATER PLAN (SOUTH)17WATER DETAILS18SANITARY SEWER DETAILS19SITE DETAILS20SITE & STORM DETAILS SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO GENERAL NOTES & LEGENDC-002220JULY 27, 2022801-004JRGJRGJRGFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.WestWVPTVertical Point Of TangencyVertical Point Of CurvatureVPCTFTop Of FoundationTop Back Of CurbTBCThrust BlockTBPoint Of Curve ReturnPCRMeter PitMPHigh PointHPHot Bituminous PavementHBPEOAEdge Of AsphaltC&GCurb And GutterPolyvinyl ChlorideNaturalNATHCHandicap/pedFutureFUTEachEADownspoutDSYardYDVertical CurveVitrified Clay PipeValveVaultVerticalVLVVLTVERTVCVCPUSGSUGTUGEUnderground ElectricUnited States Geologic SurveyUnderground TelephoneToe of SlopeTOETelevisionTemporaryTop Of BankTop Of GrateTop Of CurbTop of WallTypicalTVTEMPTOBTOCTOGTOWTYPTBRTo Be RemovedStreetSTStationSTASanitary SewerSouthSheetShoulderSoutheastSanitaryScheduleSquare Foot/FeetStormSquareSquare Yard/sSidewalk/SouthwestSANSSWRSCHSSHTSHLDRSESWSTRMSQSFSYRight-of-wayROWRailroadReinforced Concrete PipeRRRCPProperty/ProposedPROPProfessional Engineer/PolyethlenePEProfessional Land SurveyorPLSPower PolePPPoint on Vertical CurvePOVCPoint on TangentPOTPoint on LinePOLPoint on CurvePOCPoint of Vertical TangencyPVTPoint of Vertical IntersectionPVIPoint of Vertical Curvature/PVCPoint of TangentPTPoint of Reverse CurvaturePRCPoint of IntersecionPIPoint of CurvaturePCPoint Of Compound CurvaturePCCPointPNTPermanentPerforatedPERMPERFOn CenterOutside DiameterOverhead ElectricOCODOHENational Geodetic SurveyNorth/ NorthingNortheastNorthwestNot To ScaleNumberNGSNNENWNTSNOMUTCDMHManholeManual Of Uniform Traffic Control DevicesMMMINMISCMile MarkerMinimumMiscellaneousLATLPLFLLateral/LatitudeLeftLow Point/Light PoleLinear FeetINVIEIDInvertInvert ElevationsHorizontal Elliptical Reinforced Concrete PipeHERCPHPHYDHORZHWYHigh Point/Horizontal Point (photo control)HighwayHorizontalHydrantGALVGVGGalvanizedGasGate ValveGRNDGroundGBGrade Break/Gravity BlockFlared End SectionFESFire HydrantFHFinished FloorFGFFFinished GradeEEOPEast/Easting/ElectricEdge Of PavementExistingELEVEXIST/ EXElevationDuctile Iron PipeDIPDriveDRDEPTDIADepartmentDiameterColorado Department Of TransportationCDOTCubic YardCYCorrugated Metal PipeCMPConcreteCONCCATVCLCable TelevisionCenterlineCOClean OutBWBottom Wall0.50%FlowlineFLLPLow PointBVCSBegin Vertical Curve StationBegin Vertical Curve ElevationBVCEButterfly ValveBVBOWBack Of WalkInside DiameterLEGEND OF ABBREVIATIONS: .LEGEND OF PROPOSED SYMBOLS: .MEPMechanical, Electrical, PlumbingCurb StopCSSewerSWRServiceSRVCFire Department ConnectionFDCLEGEND OF EXISTING SYMBOLS: .Protect In PlacePIPTTelephoneEXISTING RIGHT-OF-WAYEXISTING GROUND CONTOURSSANITARY SEWER LINESTORM SEWER LINEWATER LINEIRRIGATION LINEUNDERGROUND ELECTRICAL LINEUNDERGROUND TELEPHONE LINEUNDERGROUND CABLE TV LINEFENCE LINELANDSCAPING BORDERFOUND MONUMENT AS NOTEDFIRE HYDRANTWATER MANHOLEWATER VALVE / CURB STOPSANITARY SEWER MANHOLESTORM SEWER MANHOLELIGHT POLESPRINKLER CONTROL VALVE BOXELECTRICAL METER / BOXCABLE TV PEDESTALFIBER OPTIC VAULTGAS METERSIGNPROPOSED EASEMENT LINEPROPOSED RIGHT-OF-WAYPROPOSED PROPERTY LINELIMITS OF CONSTRUCTIONPROPOSED CURB & GUTTERPROPOSED FENCEPROPOSED INDEX CONTOURSPROPOSED INTERMEDIATE CONTOURSPROPOSED STORM DRAIN WITH MANHOLEPROPOSED SWALEPROPOSED SANITARY SEWER LINEPROPOSED WATER LINEPROPOSED GAS LINEPROPOSED IRRIGATION LINEPROPOSED ELECTRICPROPOSED TRANSFORMERPROPOSED AVERAGE SLOPEDIRECTION OF FLOWDESIGN POINTDRAINAGE BASIN BOUNDARYA = BASIN NUMBERB = BASIN AREA (IN ACRES)C = RUNOFF COEFFICIENT2625UAEUtility & Access EasementUEUtility EasementDEDrainage EasementDrainage & Utility EasementDUE2ABCEmergency Access EasementEAELIGHT POLEORTEGENERAL NOTES (CONTINUED): .43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall bedocumented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. Thefinished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made,an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineerand/or the Local Entity Inspector at the time the cuts are made.44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades 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 be guaranteed to be free from material and workmanship defects for a minimum periodof two years from the date of acceptance.47.The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following privatestreets: (list).48.Refer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins, Colorado, Dated September 14, 2021, Project No. 20205121 by TerraconConsultants, Inc. for site excavation, grading, and paving recommendations.STREET IMPROVEMENT NOTES:1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are notpermitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required toremove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to base installation. No base material shall be laid until the subgrade has been inspected and approved by the Local Entity Engineer.5.Fort Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts aremade. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlayshall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.8.The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5 feet longitudinally, of water, shallbe completely removed and reconstructed to drain properly.9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when acomposite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a singleaxle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibitsexcessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified atleast 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES:1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.3.All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5.All lane lines for concrete pavement should be epoxy paint.6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the Local EntityEngineer prior to permanent installation of striping and symbols.7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.11.A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period willbegin.12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity Engineer reserves the right to require additional signage and/or striping ifthe Local Entity Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-yearwarranty period for new construction (except fair wear on traffic markings).15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.STORM DRAINAGE NOTES:1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated July 27, 2022, shall be followed and implemented.3.Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certificationshall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to theStormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.WATER LINE NOTES:GENERAL NOTES: .1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer CountyUrban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicablestandards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of theseplans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of saidengineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineerwho has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify theLocal Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained inthese 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 andspecifications current at the date of approval of the plans by the Local Entity Engineer.6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of theDeveloper to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shallbe responsible for unknown underground utilities.7.The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation orgrading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting therespective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer torelocate all existing utilities that conflict with the proposed improvements shown on these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossingsrequired.9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modifythe design. Design modification(s) must be approved by the Local Entity prior to beginning construction.10.The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timelyfashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of anyutility service as well as the utility companies.11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shallbe a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be requiredprior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewershould be constructed prior to installation of the water lines and dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a stormsewer, channel, irrigation ditch or any waters of the United States.15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, WaterQuality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilitiesshall be the responsibility of the property owner(s).17.Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approvedby the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificateof occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior tothe release of any building permits in excess of those allowed prior to certification per the Development Agreement.18.The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting fromgroundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properlymaintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated July 27, 2022, shall befollowed and implemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained ingood repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removedwithin 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity streetinspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, ifapplicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shallnotify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 workingdays prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not available afterproper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves theright not to accept the improvement if subsequent testing reveals an improper installation.24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete andprior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the originalgeotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity's defaultpavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer.The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk,base and asphalt shall not occur until the Local Entity Engineer approves the final report.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at allintersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that theseelevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity beforeinstallation of base course or asphalt will be allowed on the streets.26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes ofthese standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked soas to reduce the excavation necessary for building connections.27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads withinthese districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild FireHazard Area Mitigation Regulations in force at the time of final plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiringa 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 toOSHA Publication 2226, 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 orState), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all trafficcontrol devices as may be required by the construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department,who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be chargedfor the labor, materials and equipment to reinstall the sign as needed.33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local streetoperations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.34.There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities onSundays or holidays, unless there is prior written approval by the Local Entity.35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, ordesignated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, andannotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and acopy of any permits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developershall contact the Designer and the Local Entity Engineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Local Entity'sInspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer.40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis ofbearings. The information shall be as follows:41.VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM.THE BENCHMARKS USED, WITH THE CITY OF FORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:·BENCHMARK #1 - BM 51-01,WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THEPARAPET WALL APPROXIMATELY .2 MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY. NAVD 88 ELEVATION: 4926.9341.All stationing is based on centerline of roadways unless otherwise noted.42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping,structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer'sexpense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate ofOccupancy.13..14.D. Waterline Notes (Continued) East Larimer County Water District General Notes for Construction (11/22/2019)15.Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service lineinstallation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimumcover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approvedby the District.16.Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work,including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods andpractices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District’sSpecifications. .18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications andunder the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certifiedwater quality control laboratory. Copies of all passing test results, including soils compaction in the area of water mainconstruction, shall be provided to the District.19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested andoperational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance ofPreliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report,compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review andacceptance by the District of these and other documents as may be required per project specifics, the District will issue PreliminaryAcceptance.20.Project As-Built and Record Drawing Requirements:a.As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changesto the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise asrequested by the District) for acceptance and to the project’s design engineer for creation of Record Drawings.21.Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field whichvaries from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions andelevations, horizontal and vertical locations of underground utilities and appurtenances. The Record Drawings shall be reviewedand accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District inelectronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time ofsubmittal).22.Warranty: The Owner shall warrant all work associated with the waterline installation including, but not limited to the materials,installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During thiswarranty period the Owner shall repair any defects in the work and maintain the work area. At the close of the two-year warrantyperiod and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenancesas the sole property and responsibility of the District.D. Waterline Notes East Larimer County Water District General Notes for Construction (11/22/2019)The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County WaterDistrict (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes.1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per themost recent version of applicable industry standards.2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companiesprior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibility of the Contractor.3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shallbe fully responsible for all costs associated with damage to any and all public and private property.4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency having applicable authority.5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within tenfeet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shallbe placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any timesuch landscaping is discovered, and shall not be required to replace the removed landscaping.6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of startingconstruction or testing to allow for scheduling.7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shallcoordinate, cover the cost and schedule the permit acquisition with the District.8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing with the proposed changeindicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built Drawings.9.Materials of Construction:a.Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordancewith AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inchthrough 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design.b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced ateach hydrant into a tracer wire box.c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ringgaskets and machined pipe ends to form a push-on type joint.d.Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or damaged materials noted on the construction siteshall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.e.Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with acement-mortar lining of standard thickness class with a 250 psi pressure rating.f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat.g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operatingnut, resilient seat and shall be equipped with sand bonnet.h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurionwith epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 14 of pipediameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly gradedwashed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer’s installationrecommendations. Note maximum trench width detail.11.Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compactedbackfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadwayareas or per road authority’s requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet ofpipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe and at1-foot increments to grade.12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or asrequired per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector.13.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimumof 20 feet in width and will be replaced to the specified depth by a paving machine. BLOOM FILING THREE - ROAD CLASSIFICATION TABLE6" VERTICAL CURBANGELA AVENUE: PRIVATE DRIVEBODE BOULEVARD: PRIVATE DRIVE2% min.3% max.5'WALK PRIVATE DRIVE (VARIES)64.44' ROADWAYPARK19.22'*1.5' VERT CURB &GUTTER (INFALL)13'13'TRAVELTRAVEL*1.5' VERT CURB &GUTTER (OUTFALL)TYPICAL CROSS SECTION1PRIVATE DRIVE (MODIFIED)(BODE BOULEVARD - PRIVATE DRIVE)(LOOKING WEST)*CURB AND GUTTER, SIDEWALK, AND PARKWAY DIMENSIONS(LOCATIONS) MAY VARY AS SHOWN IN PLANS, AND AT THEENTRANCES TO THE SITE.*PKWYNEW ASPHALTPARK19.22'5'WALK *PKWY 5'(ANGELA AVENUE - PRIVATE DRIVE)5'(LOOKING WEST)SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO SANITARY SEWER NOTES & STREET TYPICAL SECTIONSC-003320JULY 27, 2022801-004AGWJRGJRGSANITARY SEWER NOTES:Boxelder Sanitation District Construction Notes (to be included on the general notes sheet of any set of construction plans)The following information is condensed from the current "Standard Construction Specification for Sewer Mains" asadopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the fulldocument shall take precedence.1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilitiesprior to commencement of any construction. Contractor shall also notify all affected utility companies prior tocommencing construction. In the event of damage to any existing utility, the contractor shall immediately notify theowner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt tomake repairs. The cost of repairs shall be the responsibility of the Contractor.2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feetdetailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, tothe District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at nomore than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered in a three(3) ring binder.3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public andprivate property through which the work is done.4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and HeathAssociation (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply withany and all requirements and regulations as set forth by City, County, State and Federal agencies having applicableauthority.5.Start of Construction: No construction shall begin without prior design approval of the District. The District shall benotified 48 hours in advance of starting construction or testing to allow for scheduling.6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor isresponsible for obtaining all road permits which may be required.7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made inwriting accompanied by proposed change indicated on copy of the approved design drawings. Any field revisionapproved and installed shall also be accurately documented on the Drawings of Record.9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on theapproved drawings. Pipe 15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and largershall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.10.Pipe Cover: A minimum cover of 3-1/2 feet shall be maintained throughout the sewer line and service line installation.11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded andcompacted. Refer to force main installation for bedding requirements. Trench shall be excavated to a depth belowestablished grade equal to ¼ of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event thatunstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used forstabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding insuch a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipebefore other than hand compaction equipment is to be used. Note maximum trench width detail.12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfillingof acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% ofoptimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted.Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths andlocations in accordance with the requirements of the applicable authority.13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or anyother public or privately owned property is damaged or requires reconstruction due to the work, repairs orreplacement will be made in accordance with the requirements of the appropriate governing authority. Privateproperty will be returned to its original condition or as close to original condition as reasonably possible, unlessotherwise noted on the drawings.15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by Districtpersonnel or the District's authorized contractor with no exception.16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at alltimes. The District shall inspect the construction as necessary and shall observe all line testing. The District shall havethe authority to ascertain that all construction of facilities is equal to or better than minimum constructionrequirements as set forth in these Specifications. The District shall also have the authority to assign an inspector tocheck any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing andall construction methods and practices.17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards andSpecifications and under the District's supervision. Upon passing, copies of all passing test results including soilscompaction in the area of sewer main construction shall be provided to the District.18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptanceprocedure.19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period oftwo years from date of preliminary acceptance. During this warranty period the Developer shall repair any defects inthe work and maintain the work area. At the close of the two-year warranty period the District will make a fieldinspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the linesand work. The lines and the appurtenances shall then become the sole property and responsibility of the BoxelderSanitation District.20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall beprovided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproducedprints, two sets of ½ size reduced prints, one set of 6 mil double matted reproducible mylars and , and one completedigital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total costof all sewer system improvements shall also be submitted with the Drawings of Record.21.Double RAM-NEK joint sealant & RAM-NEK will be used on manhole joint exterior wrap.Sanitary Sewer Notes for Plan & Profile Sheets1.All sanitary sewer line construction shall conform to the latest Boxelder Sanitation District "Standards & Specifications forSanitary Sewer Pipeline Construction and Improvements."2.All sewer services shall be minimum 4-inch diameter constructed at a slope of 2% from the building to the sewer main, unlessotherwise specified and approved by the District.3.All 6-inch diameter sewer services shall be constructed at a slope of 1% from the building to the sewer main.4.When groundwater is encountered clay cut off walls shall be installed on the upstream side of all manholes, in the mid-section ofeach main line run at intervals not to exceed 300-feet, or as required by the District. See detail sheets for clay cut-off wall detail.5.The Contractor shall schedule a pre-construction meeting with Boxelder Sanitation District a minimum of one week beforeconstruction to coordinate schedules and clarify any additional District requirements. Contact number is 970-498-0604.6.Contractor shall be responsible for coordinating field locates of all existing utilities prior to any construction.7.Contractor shall notify the District's inspector forty-eight hours in advance of of starting construction or testing.8.All construction shall be inspected by District inspector prior to backfill.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.STREET CUT NOTE:LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARETO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERINGINSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITHTHE CITY STREET REPAIR STANDARDS.FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES. COCOCO4 5 44 46403941 4 242 4 3 4438 39 4038 3839414541424 3 44 4745 45 44 474747474546434440414243444 341 4241414240 393940373836353536 37403938 3939 38 37 3941404039 40 414240 4241 42444341 42 43 45 46 474848 4647484544454544434241404141 424344454542 4242 424243 43 41 40 393840393840394140383942 41 3941 46 414039373 8 42464743 42444238384443444344414545 46 46 4747464546 4 3 4240 42LIMITS OF DISTURBANCEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 9COMMUNITYBUILDINGBUILDING 10BUILDING 11BUILDING 12BUILDING 13BUILDING 14BUILDING 15BODE BOULEVARDANGELA AVENUEINTERNATIONAL BLVD.DONELLA DRIVEARIA WAYARIA WAY E.H.BARKER ET.AL.(PARCEL NO. 8708400002)EX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWEX PROPERTYBOUNDARY/ROWPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP 10'TYPE R INLETPROP CDOTTYPE D INLETPROP CDOTTYPE C INLET255533PROP CDOTTYPE C INLETPOOLPROPOSEDRAINGARDENPLAYGROUNDTOTLOTBARK PARKLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OFDISTURBANCELIMITS OF DISTURBANCECWOSFSFSFSFSFSFSFSFSFSFSFSFSFGFGFGFVTCVTCVTCVTCIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPINSTALL OUTLETGRAVEL FILTERINSTALL OUTLETGRAVEL FILTERRSRSRSRSRSGBRSRSRSRSRSRSRSRSRSGBGBRSRSRSRSIPIP1IP53DELOZIER ROAD IPIPPROP 10'TYPE R INLETPROP 10'TYPE R INLETIPIPIPIPEX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)EX TOPOCONTOUR(TYP)MASTERPLANPROP CONTOUR(TYP)SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO EROSION CONTROL PLANC-008820JULY 27, 2022801-004JRGJRGJRGASPEN0'SCALE: 1" = 60'60'120'NOTES: .1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONGPROPERTY BOUNDARY, AND IS SHOWN OFFSET FROMPROPERTY BOUNDARY ON THIS PLAN FOR CLARITY.·PERIMETER SILT FENCE AROUND SITE = 3,709 LF2.ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.3.STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.4.ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARETO BE RE-VEGETATED AND RETURNED TO HISTORICCONDITION. STRAW WATTLES OR GRAVEL INLET FILTERS MAYBE INSTALLED (IF NECESSARY AND AS REQUIRED) ONEXISTING, OFFSITE/DOWNSTREAM INLETS.5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINEDBY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALLBE INSTALLED ACCORDINGLY.6.SEE SHEET C-009 & C-010 FOR EROSION CONTROL NOTES ANDDETAILS.7.NORTH AMERICAN GREEN C350 FABRIC WILL BE UTILIZED ATMINOR OUTFALL LOCATIONS SHOWN, WITH CONCRETEFOREBAYS UTILIZED WHERE LARGER STORM FLOWS WILLDISCHARGE TO THE LARGE PROPOSED LID BASIN IN THESOUTHERN END OF THE SITE.8.PERMANENT STORMWATER CONTROL MEASURES SUCH AS LIDBASINS, RAINGARDENS, STORM TECH SYSTEMS, BIOSWALES ORBIORETENTION PONDS SHALL BE CONSTRUCTED IN THE LASTPHASE OF CONSTRUCTION ON THE SITE TO MINIMIZE THEPOTENTIAL FOR SEDIMENTATION.9.NO DEBRIS OR MUD SHALL BE TRACKED ONTO ADJACENTSTREETS AND ANY TRACKING THAT DOES OCCUR, WILL BECLEANED IMMEDIATELY BY THE CONTRACTOR.LEGEND .INSTALL VEHICLE TRACKING PADINSTALL SILT FENCEINSTALL CONCRETE WASHOUTHAY OR STRAW DRY MULCH (1-5%)INSTALL 12" STRAW WATTLE CHECK DAMLIMITS OF DISTURBANCEINSTALL CURB INLET GRAVEL FILTERINSTALL AREA INLET GRAVEL FILTERPROPOSED DIRECTION OF SURFACE FLOWINSTALL ROCK SOCK FILTERINSTALL GRAVEL CURB CHECK BAGINSTALL NORTH AMERICAN GREEN C350PROPOSED MAJOR CONTOUR - 5 FT INTERVALPROPOSED MINOR CONTOUR - 1 FT INTERVALEXISTING MAJOR CONTOUR - 5 FT INTERVALEXISTING MINOR CONTOUR - 1 FT INTERVALVTCSFWIPIPGBMUCWORSGFEXISTING DIRECTION OF SURFACE FLOWINSTALL RIPRAP PROTECTION (TYPE M D =12")RR503536FOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2 BUSINESS DAYS IN ADVANCECENTER OF COLORADOCALL UTILITY NOTIFICATION1-800-922-1987MEMBER UTILITIES.KEY NOTE LEGEND .1PROPOSED 30" DRAIN BASIN2PROPOSED 12" DRAIN BASIN3PROPOSED 15" DRAIN BASIN4PROPOSED 18" DRAIN BASIN5PROPOSED AREA INLET W/ MH BASE www.herefordnrcd.com/Straw_Wattles.pdf) AND PER DETAILSAND INSTALLATION INSTRUCTIONS CALLED FOR ON THIS SHEET.2. IF GRAVEL INLET FILTERS ARE USED, REFER TO "CURB INLET GRAVEL FILTER" DETAIL, THIS SHEET.STRAWWATTLE/ROCKSOCK CHECKDAMwww.herefordnrcd.com/Straw_Wattles.pdfWOODENSTAKE(TYP)STRAWWATTLEWOODENSTAKE(TYP)EMBEDWATTLE/ROCKSOCK FILTERS3" TO 5" INTOSOILEMBEDWATTLE/ROCKSOCK 3" TO 5"INTO SOILGeneral Erosion Control RequirementsThese notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolvedby the more stringent requirement controlling.1)The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as anattempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants fromleaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measuresand 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 DevelopmentAgreement, 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 stabilizationof 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 toallow 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 protectedfrom sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance sothat demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activitiescommence 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 includesbut 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, andultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activitiesassociated 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 activitiescommencing.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 stateand progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion ControlInspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updatesbeing 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 notlimited 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 beresponsible 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 orcopies shall be made available upon request by the City.11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections,etc. of the Control Measures involved in the construction activities.12)The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or siteconditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for anyexplanations, 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. Inthese 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 constructionand 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 intendedfunction. 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 theirrelease 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 thanthe 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 siteshave 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 andacceptance 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 engineeringand hydrological practicesLand disturbance, Stockpiles, and Storage of Soils20)There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved bythe 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 tothe area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing constructionactivities 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 practicaladvancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shallstart 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 fromleaving 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 alltimes 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/orother 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 orabandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to usingthe 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 ControlMeasures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosioncontrol report.26)All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected withControl Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall bethoroughly cleaned out.27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through theuse 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 havesome 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 useof 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 orpermanent 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 istemporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. Duringa season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanenterosion 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 onthose 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 onthat down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.Vehicle Tracking32)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 atleast one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a pointwhere 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 inletslocated 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 anysource. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential formigration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shallbe 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 ofcode 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 ControlInspector. Loading and Unloading Operations36)The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in closeproximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sedimentdeposition that could impact water quality.Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals37)Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspectionand 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 bestored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside ina raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment orother Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainageways and shall be monitored as part of the routine inspections.Vehicle and equipment maintenance and fueling39)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 aspart of the routine inspections. All areas shall keep spill kits and supplies close.Significant Dust or Particulate generating Process40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activitiesthat result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All requiredpractices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until thewind subsides as determined by any City Inspectors.Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment41)All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measuresshall 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 ofthe routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent FORT COLLINSSTORMWATER CRITERIA MANUAL Appendix F Page 7 access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall beimplemented. 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 dumpingwash water on to the dirt or other uncontrolled locations.Dedicated Asphalt and concrete batch plants43)Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written requestand plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developershall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.Concrete Saw Cutting Materials44)Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall preventmaterial from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper andlegal disposal.Waste Materials Storage and Sanitary Facilities45)Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structuresor 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 tocover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. TheDeveloper 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 belocated as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. Thisconsists 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 Areas47 )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 anystormwater conveyance, notify the FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 8 City of Fort Collins Utilities by email at erosion@fcgov.comor 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) hasbeen notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State SpillHotline 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 becleaned 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 tocause entrapment issues.Final stabilization and project completion49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project andbefore 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 daysof 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 through12-132 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 drillseeding 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 notpractical 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 useof 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 togerminate on the steep slopes. During a season when seeding does FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 9 not produce vegetativecover, 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 coverhas been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction ControlMeasures.57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All ControlMeasures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure isremoved, 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 hasbeen deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removedwithin 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 beenreached 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 beconsidered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.SHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO EROSION CONTROL NOTES & DETAILSC-009920JULY 27, 2022801-004AGWJRGJRG SLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.nagreen.comCHANNELINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessary application oflime, fertilizer, and seed.2.Begin at the top of the channel byanchoring the RECPs in a 6"(15cm)deep X 6"(15cm) wide trench withapproximately 12"(30cm) of RECPsextended beyond the up-slope portionof the trench. Use ShoreMax mat at thechannel/culvert outlet as supplementalscour protection as needed. Anchor theRECPs with a row of staples/stakesapproximately 12"(30cm) apart in thebottom of the trench. Backfill andcompact the trench after stapling. Applyseed to the compacted soil and fold theremaining 12"(30cm) portion of RECPsback over the seed and compacted soil.Secure RECPs over compacted soilwith a row of staples/stakes spacedapproximately 12" apart across thewidth of the RECPs.3.Roll center RECPs in direction of waterflow in bottom of channel. RECPs willunroll with appropriate side against thesoil surface. All RECPs must besecurely fastened to soil surface byplacing staples/stakes in appropriatelocations as shown in the staple patternguide.4.Place consecutive RECPs end-over-end(Shingle style) with a 4"-6" overlap. Usea double row of staples staggered 4"apart and 4" on center to secureRECPs.5.Full length edge of RECPs at top of sideslopes must be anchored with a row ofstaples/stakes approximately 12"(30cm)apart in a 6"(15cm) deep X 6"(15cm)wide trench. Backfill and compact thetrench after stapling.6.Adjacent RECPs must be overlappedapproximately 2"-5" (5-12.5cm)(Depending on RECPs type) andstapled.7.In high flow channel applications astaple check slot is recommended at 30to 40 foot (9 -12m) intervals. Use adouble row of staples staggered4"(10cm) apart and 4"(10cm) on centerover entire width of the channel.8.The terminal end of the RECPs must beanchored with a row of staples/stakesapproximately 12" (30cm) apart in a6"(15cm) deep X 6"(15cm) wide trench.Backfill and compact the trench afterstapling.Drawn on: 5-4-17Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)62412"(30cm)6"(15cm)6"(15cm)4"-6"(10-15cm)86"(15cm)574"(10cm)31ABCABC NOTES:*Horizontal staple spacing should bealtered if necessary to allow staples tosecure the critical points along the channelsurface.**In loose soil conditions, the use of stapleor stake lengths greater than 6"(15cm) maybe necessary to properly secure theRECP's. CRITICAL POINTSA. Overlaps and SeamsB. Projected Water LineC. Channel Bottom/Side Slope Vertices4"(10cm)6"(15cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-722-2040www.nagreen.comSHEET No:PROJECT/ LOCATION: DRAWING:OFCHECKED BY:DESIGNED BY:DRAWN BY:DESCRIPTION OF REVISION:DATE:REVISED BY:APPROVED BY:REV. # 1 2 3 4 5 6 7 P R E L IM INARYNOT FOR CON S T RU C T IONproject no:date: BLOOM FILING THREE FORT COLLINS, COLORADO EROSION CONTROL DETAILSC-0101020JULY 27, 2022801-004AGWJRGJRG 1.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. 2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET 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 TO MEET SEPARATION STANDARDS. STREET TREE NOTES 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. SHEET L-3 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES 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 A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 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 OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES 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 TRUNK OR ONE HALF (1/2) OF THE DRIP 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 OF EQUIPMENT 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 TREE WITHIN 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 LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: Tree Diameter at Breast Height (inches)Auger Distance From Face of Tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 9.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. 1.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. 2.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 3.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 4.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 5.TREAT NATIVE SEED MIX AREA PRIOR TO INSTALLATION OF SEED WITH APPROPRIATE HERBICIDE TO PROACTIVELY MITIGATE HERBACEOUS WEED SPECIES GROWTH DURING ESTABLISHMENT PERIOD THEN AFTER APPROPRIATE TIME PERIOD APPLY NATIVE SEED AS CALLED FOR ON APPROVED PLANS. 6.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW OR OTHER APPROPRIATE METHODS AND PROVIDED TEMPORARY IRRIGATION UNTIL SEED IS ESTABLISHED. 7.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 8.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6-8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 9. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT TOTAL COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES. 1.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. SHEET L-4 SHEET L-5 SHEET L-6 INTERNATIONAL BLVD.ARIA WAYDELOZIER ROAD1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. 3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY 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 CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY 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 YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED 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 LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED 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 OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH 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 REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES 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. 14.IRRIGATED TURF SHALL BE TEXAS BLUEGRASS/KENTUCKY BLUEGRASS HYBRID REVEILLE OR APPROVED EQUAL 15.EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE 18" X 4" STEEL SET LEVEL WITH TOP OF SOD OR APPROVED EQUAL. 16.ONE YEAR WARRANTY TO BE PROVIDED ON ALL PLANT MATERIAL BY THE LANDSCAPE CONTRACTOR. 17.MULCH SHALL BE COMPRISED OF A ROCK MULCH MIX: 40% WASHED PEA GRAVEL 30% 1-1/2" DIA. WASHED WESTERN RIVER ROCK 30% 4-6" DIA. WASHED RIVER COBBLE 18.A QUALIFIED ARBORIST SHALL BE HIRED TO PERFORM AN AERIAL EVALUATION ON TREES 18, 19, AND 20 AND SHALL PROVIDE A WRITTEN REPORT ON THE SUITABILITY OF RETAINING THE TREES. THIS ASSESSMENT SHOULD ALSO INCLUDE IMPACT OF ANY GRADE CHANGES. 19.DRIP IRRIGATION OF PLANT MATERIAL SHALL BE INCLUDED IN THE DRYLAND SEEDED AREAS. DONELLA DRIVE VIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 120 August 31, 2022 TCH TCH 25028L3 25028 L01 LANDSCAPE PLAN OVERALLBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 30 60 SCALE 1"=60' TREE PROTECTION NOTES GENERAL LANDSCAPE NOTES NATIVE SEED MIX NOTES STREET TREE NOTES SONG BIRD NESTING IRRIGATED TURF GRASS DRYLAND SEED MIX DETENTION SEED MIX SHRUB BEDS NATURAL AREA SEED MIX PARKING PARKING LANDSCAPE AREA LANDSCAPE AREA LOT ID AREA (SF)REQUIRED (SF)PROVIDED (SF) A 248,524 14,911 24,428 SCALE 1" = 100' LANDSCAPE HYDROZONE CALCULATIONS Item Area (sf)Hydrozone Annual Water Use Turf Grass 117,485 SF High @ 18 Gal / SF 2,114,730 Gal Dryland Grass Seed Mix 26,613 SF Very Low @ 3 Gal / SF 79,839 Gal Wetland Seed Mix 0 SF Very Low @ 0 Gal / SF 0 Gal Low Water Shrub Beds 149,213 SF Low @ 3 Gal / SF 447,539 Gal TOTAL 323,311 SF 2,642,208 Gal Average Seasonal Consumption: 8.17 Gal / SF DRYLAND NATIVE GRASS SEED MIX Scientific Name Common Name Percent Seeded Rate of Mix Lbs/ Acre (drilled) Schizachyrium scoparium 'Cimarron'Little Bluestem 5.0%0.50 Pasopyrum smithii 'Arriba'Western Wheatgrass 23.0%5.46 Bouteloua gracilis 'Hachita'Blue Grama 25.0%0.79 Sporobolus alroides Alkali sacaton 9.0%0.13 Achnatherum hymenoides Indian Ricegrass 5.0%0.93 Elymus Trachycaulus 'Prior'Slender Wheatgrass 15.0%2.47 Artemisia millefolium Prairie Sage*1.0%0.01 Nasslla Viridula 'Lodorm'Green Needle Grass 15.0%2.17 Achillea millefolium White Yarrow*0.1%0.001 Sphaeralcea coccinea Scarlet Globemallow 0.9%0.05 Ratibida columnifera Prairie Coneflower 1.0%0.04 100%12.54 *Package seed separately Seeding rate: 60 seeds per square foot, drilled 80% Bluegrass / 20% Fescue, "80/20 Xeriscape Blend" by Korby Sod, LLC, or approved equal. Install per supplier's direction. DETENTION GRASS SEED MIX Scientific Name Common Name Percent Seeded Rate of Mix Lbs/ Acre (drilled) Leymus cinereus 'Manger'Great Basin Wildrye 5%1.3 Pasopyrum smithii 'Ariba'Western Wheatgrass 20%6.3 Sorghastrum nutans 'Holt'Indiangrass 5%1.0 Sporobolus alroides Alkali sacaton*20%0.4 Elymus Trachycaulus 'Prior'Slender Wheatgrass 15%3.3 Andropogon gerardii Big Bluestem 5%1.3 Panicum virgatum 'Pathfinder'Switchgrass 10%0.9 Distichilis spicata Inland saltgrass 18%1.2 Rosa Woodsii Woods rose 2%1.5 100%17.2 *Package seed separately Seeding rate: 80 seeds per square foot, drilled VIGNETTE studios Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT August 31, 2022 TCH TCH 25028L3 25028 L02 HYDROZONE PLAN LANDSCAPE NOTESBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADOSEED MIXES TURF GRASS SPECIFICATION PLANT LIST HYDROZONE MAP HYDROZONE LEGEND NORTH SCALE 1" = 100'PARKING LANDSCAPE AREA NORTH (4) CASP(2) SYVU (3) COSI (3) JUSS (7) ROCS (5) PAVS (3) PHMO (1) VIDE (5) JUHH (5) JUHH (1) VIDE (3) PHMO (5) PAVS (7) ROCS (2) COSB (3) VITR (8) CAAK (2) PAVP (3) VITR (2) PAVP (1) SYRE (3) JUSS (3) ROJF (3) ROJF (4) PAVP (3) JUSS (2) AMGR (7) ROSB (2) JUCO (2) AMGR (7) HESS (1) SYVU (4) COSI (4) ROCS (5) PAVS (3) PHMO (1) PYCA (1) PYCA (2) COSB (3) VITR (4) PAVP (1) PIBB (3) JUSS (3) ROJF (3) ROJF (4) PAVP (1) JUSS (5) PAVS (1) PIBB (3) PHMO (2) SPVR (5) JUCH (3) VITR (4) JUSS (1) SYRE (4) COSB (3) JUHH (1) PIHE(12) CAAK (12) CAAK(6) DABC (7) COSI (6) DABC (4) JUSA (4) PHOS (3) JUSA (4) COSB (1) AMGR (2) VIDE (6) POFR (14) ANGE (3) JUCO (14) ANGE (6) POFR (4) SPJF (4) SPJF(3) CAAK (12) CAAK (12) CAAK (3) DABC (7) COSI (3) DABC (3) JUSA (4) PHOS (3) JUSA (4) COSB (2) AMGR(2) VIDE (5) CAAK (7) PHMO (5) CAAK (4) PHMO (3) SYVU (2) VIDE (6) JUCH (1) PIHE (4) PAVS (5) DABC(4) SPJF (5) COSI (5) COSI (4) PAVS (2) COSB (4) DABC (5) JUSS (1) SYRE (3) PHMO (2) SPVR (1) PIHE (7) JUSA (2) JUSS (1) ULMO (4) COSB (2) CAAK (1) GLTS (3) PHMO (4) CAAK (1) GLTS (3) PHOS (3) STJA (2) QUMU (1) CEOC (1) CEOC (13) ANGE (1) QUMU (6) PHMO (4) RHGL (7) POFR (1) CEOC (3) STJA (3) TICO (3) TIAF (3) CAAK (1) ULMO (2) PINI (1) GLTS (5) ROBO (3) JUSS (4) QUBU (2) TICO (1) ULMO (8) ANGE (8) ANGE (1) ULMO (1) CEOC (3) TICO (5) ERNA (2) PIHE(2) PIHE (5) ERNA (3) SPVR (1) STJA (3) COSI(3) COSI (1) STJA (10) PHMO(10) PHMO (4) CAAK (1) ULMO (3) CAAK (1) GLTS (3) COSI (3) JUSS (5) ROBO (1) GLTS (1) GLTS (3) JUSS (1) JUGG (2) PHOS (3) SPJF (3) POFR(3) SPJF (3) POFR (4) VITR (4) JUSS (1) CASP (1) CASP (1) CASP (2) QUSH (2) PHMO (1) PIPG (8) ANGE (3) PHMO (4) PAVS (3) CASP (3) TICO (2) QUMA (4) CASP (2) GYDI LANDSCAPE PLAN LEGEND SHADE TREES ORNAMENTAL TREES DECIDUOUS SHRUBS ORNAMENTAL GRASSES IRRIGATED TURF GRASS EVERGREEN SHRUBS PRAIRIE SEED MIX COBBLES EVERGREEN TREES LANDSCAPE PLAN LEGEND PROPERTY LINE UTILITY EASEMENT FLOWLINE, CURB & GUTTER PROPOSED WALK MATCHLINE POOL FENCE RIGHT OF WAY LINE OPEN RAIL FENCE CENTERLINE WATER LINE/SERVICE SEWER LINE/SERVICE W S MATCHLINE SHEET L-4 INTERNATIONAL BLVD ANGELA AVENUE BUILDING 14BUILDING 15 BUILDING 13 BUILDING 10 BUILDING 14 BUILDING 12 ARIA WAYDELOZIER ROADVIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 40 August 31, 2022 TCH TCH 25028L3 25028 L03 NORTH LANSCAPE PLANBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 10 20 SCALE 1"=20' LANDSCAPE PLAN LEGEND (2) SYVU (3) JUSS (7) ROCS (5) PAVS (3) PHMO (1) VIDE (5) JUHH (5) JUHH (1) VIDE (3) PHMO (2) COSB (3) VITR (9) CAAK (2) PAVP (1) SYRE (3) JUSS (3) ROJF (5) ROJF (4) PAVP (3) JUSS (1) PHMO (5) PAVS (4) ROCS(3) VITR (4) PAVP (4) AMGR (4) ROSA (2) JUCO (2) SYVU (3) JUSS (4) ROCS (5) PAVS (3) PHMO (1) VIDE (5) JUHH (5) JUHH (1) VIDE (3) PHMO (2) COSB (3) VITR (9) CAAK (2) PAVP (1) SYRE (3) JUSS (3) ROJF (3) ROJF (4) PAVP (3) JUSS (1) SYRE (9) CAAK (3) JUSS (3) SPVR (9) CAAK (3) JUSS (5) JUCH (1) SPVR (2) VIDE (3) PHMO(3) VITR (4) SPJF (1) PIHE (3) SYVU (8) JUCH (7) ROJF (4) PAVS (7) ROJF (8) ANGE (8) ANGE (3) SPJF (3) JUSA (3) COSB (3) CAAK (3) SPJF (8) VITR (6) PAVP (6) PAVP (4) SPJF (4) SPJF (3) CAAK (2) POFR (6) POFR (1) PIPG (7) JUCH (1) PYRE (6) POFR (14) ANGE (3) JUCO (14) ANGE (6) POFR (4) SPJF (4) SPJF(3) CAAK (2) JUSS (1) ULMO (4) SYVU (4) CODI (3) JUSS (3) CAAK (1) CASP (1) CASP (3) JUSS (4) RIAU (2) PRPB (1) CEOC (3) JUSS (1) ULMO (2) JUSS (2) JUSS (1) ULMO (4) CAAK (1) CASP (4) CAAK(4) SPVR (1) CASP (3) JUSS (3) CAAK (1) CASP (3) PHOS (1) JUGG (3) PHOS (3) COSB (5) JUSA (4) VITR (1) TIAF (1) JUGG (2) MARA (4) SYVU (2) JUCH (3) CAAK (3) JUSS (1) CASP (3) JUSS (1) CEOC (3) SPJF (1) GLTS (3) JUHH (3) SPJF (3) JUHH (1) GLTS (1) PIPG (4) CAAK (1) CEOC (2) JUSS (1) JUSS (1) ULMO (2) SYVU (3) PHMO (3) JUGG (3) PHMO (3) PHMO (3) PAVS (3) PRBP (1) TIAF(3) VITC (1) TIAF (4) PRBP (3) VITC (1) CEOC (6) SYVU (3) PHMO (3) PAVS (3) PHMO (3) VITR (1) CEOC (5) JUCH (2) STJA (2) MARA (4) TIAF (2) MASS (5) PAVS (6) VITR (4) JUSS (4) SPVR (4) JUCA (8) PAVP (2) ROSA (4) JUCA (2) AMGR (2) VIDE (1) GLTS (1) GLTS (1) GLTS (3) PIPG (14) CAAK (1) PIHE (2) COSI (2) JUCO (4) ROJF (4) COSI (3) SPVR (1) SYRE (2) GYDI (2) CODI (4) QUMA (2) CEOC (1) GYDI (3) QUMA (3) TIAF (2) CEOC LANDSCAPE PLAN LEGEND SHADE TREES ORNAMENTAL TREES DECIDUOUS SHRUBS ORNAMENTAL GRASSES IRRIGATED TURF GRASS EVERGREEN SHRUBS PRAIRIE SEED MIX COBBLES EVERGREEN TREES LANDSCAPE PLAN LEGEND PROPERTY LINE UTILITY EASEMENT FLOWLINE, CURB & GUTTER PROPOSED WALK MATCHLINE POOL FENCE RIGHT OF WAY LINE OPEN RAIL FENCE CENTERLINE WATER LINE/SERVICE SEWER LINE/SERVICE W S MATCHLINE SHEET L-5 BUILDING 14 BUILDING 9 BUILDING 10 BUILDING 8 BUILDING 15 BUILDING 7POOL CLUBHOUSE MATCHLINE SHEET L-3 ARIA WAYDELOZIER ROADVIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 40 August 31, 2022 TCH TCH 25028L3 25028 L04 MIDDLE NORTH LANSCAPE PLANBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 10 20 SCALE 1"=20' LANDSCAPE PLAN LEGEND CO (5) PAVS (7) ROCS(3) VITR (2) PAVP (5) AMGR (7) ROSA (2) JUCO (7) HESS(4) JUCH (5) PAVS (6) ROCS(3) VITR (1) PAVP (4) AMGR (7) ROSA (2) JUCO (8) HESS (4) JUCH (9) CAAK (3) JUSS (3) SPVR (9) CAAK (3) JUSS (3) PHMO (2) SPVR (5) JUCH (5) JUCH (1) SPVR (2) VIDE (3) PHMO(3) VITR (6) SPJF (1) PIHE (3) SYVU (7) JUCH (7) ROJF (4) PAVS (7) ROJF (2) VITR (1) SYRE (4) COSB (1) PIHE (5) CAAK (7) PHMO (5) CAAK (3) PHMO (3) SPVR (1) SPVR (2) VIDE (3) PHMO(3) VITR (1) PIHE (3) SYVU (7) ROJF (8) PAVS (7) ROJF (3) VITR (4) JUSS (1) CRCI (3) COSB (1) PIHE (3) PAVS (12) PAVS (4) JUSA (3) JUCO (2) JUCO (4) PHOS (6) POFR (14) ANGE (1) VIDE (14) ANGE (6) POFR (4) SPJF (4) SPJF(3) CAAK (12) CAAK (12) CAAK(3) DABC (7) COSI (3) DABC (4) JUSA (4) PHOS (2) JUSA (4) COSB (3) AMGR (1) PINI (7) JUCH (3) JUCO (2) QUMU (1) CASP (1) QUMU (12) ANGE (6) PHMO (1) QUMU (5) POFR (1) ULMO (2) CAAK (1) CASP (3) PRPB (1) GYDI (4) PAVS (3) JUSS (1) QUMA (3) JUSS (1) QUMA (3) COSI (1) MARA (1) CASP (2) TICO (3) TICO (3) QUBU (1) ULMO (1) ULMO (6) ANGE (10) ANGE (1) CASP (5) PAVS (3) ROSB (4) ROSB (15) PAVS (1) CASP (4) ROSB (7) PAVS (1) CASP (3) ROSB (5) ANGE (3) ACTA (3) ACTA (1) MARA (6) CAAK (10) POFR (1) GLTS (1) ULMO (1) JUSS (3) SPVR (4) JUCH (4) SPVR (4) SPVR (4) JUHH (1) GLTS (4) JUHH (1) GLTS (3) QUSH (8) JUCH (2) CODI (2) CODI (1) QUSH (10) CAAK (1) ULMO (9) CAAK (1) ULMO (1) CRMS (1) MASS (1) CRMS (4) CODI (1) QUSH (4) JUSS (3) PRPB (1) CRCI (8) SPJF (10) CAAK (1) MASS (1) MASS (5) CAAK (4) ROSB (2) AMGR (2) PINI (4) POFR (2) COSI (1) SYRE (2) JUCO (3) HESS (4) JUCH (1) SYRE (10) ROJF (18) CAAK (5) JUCH (1) SYRE (3) ERNA (2) VIDE (4) SPJF (1) CASP (2) CEOC (4) ROSA (4) GLTS (2) CODI (3) CASP (1) CEOC (4) GLTS (1) CASP LANDSCAPE PLAN LEGEND SHADE TREES ORNAMENTAL TREES DECIDUOUS SHRUBS ORNAMENTAL GRASSES IRRIGATED TURF GRASS EVERGREEN SHRUBS PRAIRIE SEED MIX COBBLES EVERGREEN TREES LANDSCAPE PLAN LEGEND PROPERTY LINE UTILITY EASEMENT FLOWLINE, CURB & GUTTER PROPOSED WALK MATCHLINE POOL FENCE RIGHT OF WAY LINE OPEN RAIL FENCE CENTERLINE WATER LINE/SERVICE SEWER LINE/SERVICE W S MATCHLINE SHEET L-6 BODE BOULEVARD BUILDING 8 BUILDING 6 BUILDING 7BUILDING 9 BUILDING 4 CLUBHOUSE MATCHLINE SHEET L-4 BUILDING 5 ARIA WAYDELOZIER ROADVIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 40 August 31, 2022 TCH TCH 25028L3 25028 L05 MIDDLE SOUTH LANSCAPE PLANBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 10 20 SCALE 1"=20' LANDSCAPE PLAN LEGEND CO CO CO (1) SYVU (4) COSI (4) ROCS (5) PAVS (3) PHMO (1) PYCA (1) PYCA (3) PHMO (5) PAVS (4) ROCS (2) COSB (3) VITR (2) PAVP (3) VITR (1) PAVP (1) PIBB (3) JUSS (3) ROJF (3) ROJF (4) PAVP (3) JUSS (4) AMGR (4) ROSA (2) JUCO (5) PAVS (1) PIBB (16) ANGE (1) AMGR (3) ERNN (16) ANGE (3) PHOS (2) JUSS (2) JUSS (1) AMGR (3) ERNN (3) SPJF (1) PIPB (3) JUSA (3) COSB (7) JUCH (1) PYCA (1) VIDE (4) CAAK (1) PYCA (3) SPJF (4) JUSA (8) VITR (6) PAVP (6) PAVP (3) JUCO (2) JUCO (4) PHOS (3) PHMO (5) JUHH (5) SPVR (1) PIHE (2) COSB (4) DABC (5) JUSS (1) SYRE (4) COSI (14) ROJF (8) PAVS (4) COSI (5) DABC (6) JUSS (1) PIHE (3) SYVU (5) CAAK (7) PHMO (5) CAAK (5) JUHH(3) SPVR (1) VIDE (4) RIAU (3) SYVU (4) JUCH (1) QUMA (2) JUSS (1) ULMA (2) STJA (2) TIAF (3) TICO(3) STJA (3) VITC (15) HESS (8) ROSB (1) MARA (3) VITC (2) PIPG (2) GLTS (5) COSB (1) CEOC (5) JUCA (4) PRPB (1) GYDI (2) SPVR (4) JUCH(1) GLTS (2) CODI (1) ULMO (2) JUSS (1) ULMO (2) JUSS (15) HESS (8) ROSB (1) MARA (3) VITC (1) MARA (3) PHMO (3) VITR (4) PHMO (3) VITR (3) PRBP (1) CEOC (3) COSI (2) PRBP (1) CEOC (2) PINI (2) VIDE DOG PARK DOG PARK FENCE DOG PARK ENTRANCE (10) JUHH(4) PAVS (6) ROJF (6) ROJF (2) JUGG (8) PHMO (2) JUGG (5) CAAK (1) MASS (4) COSI (2) CASP(2) CASP (4) CEOC RAIN GARDEN LANDSCAPE PLAN LEGEND SHADE TREES ORNAMENTAL TREES DECIDUOUS SHRUBS ORNAMENTAL GRASSES IRRIGATED TURF GRASS EVERGREEN SHRUBS PRAIRIE SEED MIX COBBLES EVERGREEN TREES LANDSCAPE PLAN LEGEND PROPERTY LINE UTILITY EASEMENT FLOWLINE, CURB & GUTTER PROPOSED WALK MATCHLINE POOL FENCE RIGHT OF WAY LINE OPEN RAIL FENCE CENTERLINE WATER LINE/SERVICE SEWER LINE/SERVICE W S DONELLA DRIVE BUILDING 3 BUILDING 1 MATCHLINE SHEET L-5 BUILDING 2 ARIA WAYDELOZIER ROADVIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 40 August 31, 2022 TCH TCH 25028L3 25028 L06 SOUTH LANSCAPE PLANBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 10 20 SCALE 1"=20' LANDSCAPE PLAN LEGEND 2 X BALL DIA. INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING FINISH GRADE TREE RING 12" PAST PLANTING HOLE, 4' MIN DIA, PLACE 3 INCHES OF NON-DYED SHREDDED CEDAR MULCH IN TREE RING. FINISH GRADE 1 1 2" WIDE HEAVY NYLON STRAP WITH EYELETS. 12 GAUGE GALVANIZED WIRE. (DOUBLE STANDARD) (2) 6'-0" WOOD POSTS. ADJUST TREE STAKES SO TOP IS LEVEL WITH OR BELOW FIRST BRANCHES. PACE 6" MAX FROM PLANTING PIT SPECIFIED BACKFILL MIX. COMPLETELY REMOVE WIRE AND TWINE FROM ROOTBALL, REMOVE BURLAP FROM TOP 2 3 OF ROOTBALL EXISTING SOIL 2 X BALL DIA. INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING FINISH GRADE EXISTING GRADE 1 1 2" WIDE HEAVY NYLON STRAP WITH EYELETS. 12 GAUGE GALVANIZED WIRE. (DOUBLE STANDARD) (2) 6'-0" WOOD POSTS. ADJUST TREE STAKES SO TOP IS LEVEL WITH OR BELOW FIRST BRANCHES. PACE 6" MAX FROM PLANTING PIT SPECIFIED BACKFILL MIX. COMPLETELY REMOVE WIRE AND TWINE FROM ROOTBALL, REMOVE BURLAP FROM TOP 2 3 OF ROOTBALL DECIDUOUS TREE PLANTING NOTES 1.DO NOT CUT OR DAMAGE LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. NEVER LEAVE "V" CROTCHES OR DOUBLE LEADER UNLESS TYPICAL OF SPECIES. 2.CUT TWINE AND BURLAP FROM AROUND TRUNK, PULL BACK. REMOVE ALL BURLAP AND WIRE BASKETS BEFORE PLACING IN TREE PIT. 3.ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FROM DAMAGED ROOT BALLS. 4.STAKE TREE LEAVING ENOUGH SLACK SO TREE CAN SWAY IN WIND. 5.USE 2 STAKES FOR TREES 2 1/2" CAL. AND SMALLER. USE 3 STAKES FOR TREES LAGER THAN 2 1/2" CAL. REMOVE ALL STAKES 1 YEAR AFTER PLANTING. 6.FOR WINTERIZATION WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH TREE WRAPPING. SECURE AT 2' INTERVALS WITH VINYL ELECTRICAL TAPE. (REMOVE IN SUMMER) 2 X BALL DIA. INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING FINISH GRADE SPECIFIED MULCH FINISH GRADE 1 1 2" WIDE HEAVY NYLON STRAP WITH EYELETS. 12 GAUGE GALVANIZED WIRE. (DOUBLE STANDARD) (2) 6'-0" WOOD POSTS. ADJUST TREE STAKES SO TOP IS LEVEL WITH OR BELOW FIRST BRANCHES. PACE 6" MAX FROM PLANTING PIT SPECIFIED BACKFILL MIX. COMPLETELY REMOVE WIRE AND TWINE FROM ROOTBALL, REMOVE BURLAP FROM TOP 2 3 OF ROOTBALL EXISTING SOIL BERM DOWNHILL SIDE ONLY UNDISTURBED SOIL CONIFEROUS TREE PLANTING NOTES 1.DO NOT CUT OR DAMAGE LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. 2.CUT TWINE AND BURLAP FROM AROUND TRUNK, PULL BACK. REMOVE ALL BURLAP AND WIRE BASKETS BEFORE PLACING IN TREE PIT. 3.ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FROM DAMAGED ROOT BALLS. 4.STAKE TREE LEAVING ENOUGH SLACK SO TREE CAN DANCE. 5.USE 2 STAKES FOR TREES 8' AND SMALLER. USE 3 OR MORE STAKES FOR TREES LARGER THAN 8'. 6.REMOVE ALL STAKES 1 YEAR AFTER PLANTING. 2 X BALL DIA. INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING FINISH GRADE FOR TREES PLANTED IN TURF, CREATE TREE RING 1' PAST PLANTING HOLE, PLACE 3 INCHES OF SHREDDED CEDAR MULCH IN TREE RING. FOR TREES PLANTED IN SHRUB BEDS, MULCH WITH SHRUB BED MULCH. FINISH GRADE PLACE DISH 2" ABOVE GRADE 1 1 2" WIDE HEAVY NYLON STRAP WITH EYELETS. 12 GAUGE GALVANIZED WIRE. (DOUBLE STANDARD) LODGEPOLE TREE STAKES SPECIFIED BACKFILL MIX. ROUGHENED SIDE SLOPES OF PIT EXISTING SOIL SHRUB PLANTING NOTES: 1.ANY BROKEN OR CRUMBLING ROOT BALL WILL BE REJECTED. 2.PRUNE ALL DAMAGED OR DEADWOOD IMMEDIATELY PRIOR TO PLANTING. 2 X BALL DIA. INSTALL TOP OF ROOTBALL 2" ABOVE SURROUNDING FINISH GRADE FINISH GRADE PLACE DISH 2" ABOVE GRADE SPECIFIED BACKFILL MIX. ROUGHENED SIDE SLOPES OF PIT EXISTING SOIL SPECIFIED MULCH 3-4" OVER FILTER FABRIC PLANT LAYOUT EITHER GRID OR TRIANGLE WITH PRIOR APPROVAL BY OWNER'S REPRESENTATIVE PLANT 1" ABOVE EXISTING GRADES BY MOUNDING SOIL UNDER MULCH MULCH, SEE SPECS. DO NOT COVER PLANT BASES, LEAVE PLANT TISSUES EXPOSED PREPARE BACKFILL FOR TOP 6" MINIMUM, SEE SPECS. UNDISTURBED SOIL EQ.EQ.1/2 R1/2 P P PPTRIANGULAR 6" 8" 10" 12" 18" 24" 3' 4' 5' 6' R ROW 5 1/4" 7" 8 3/4" 10 3/8" 1'-3 5/8" 1'-8 3/4" 2'-7" 3'-5 1/2" 4'-4" 5'-2 3/8" AREA PER PLANT SQUARE FEET .22 .385 .60 .87 1.95 3.46 7.80 13.84 21.65 31.20 NOTE: THIS DETAIL ILLUSTRATES TRIANGULAR SPACING FOR PERENNIALS, SHRUBS AND ORNAMENTAL GRASSES, WHERE APPLICABLE.RP EDGE OF PAVING, WALL, PLANTER BED OR HEADER, SEE PLANS 3" DEPTH MULCH, TYP. STEEL EDGING NOTES 1.FINISHED GRADE FOR SOD TO BE 1/2" BELOW TOP OF EDGING. 2.TAMPER MULCH AT EDGING SO THAT IT DOES NOT SPILL INTO TURF. 3.CONTRACTOR TO SUBMIT SAMPLE FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.1"1/8" X 4" COMMERCIAL STEEL EDGING COLOR: BLACK EDGING STAKES INSTALL PER MANUFACTURER'S RECOMMENDATIONS SOIL SEPARATING FABRIC SEE LANDSCAPE PLAN SUBGRADE CONCRETE WALK PER PLANS TURF/ MULCH PER PLAN, FINISH GRADE MAX. 1" BELOW TOP OF WALK DECIDUOUS TREE PLANTING DETAIL/ SHRUB BED NOT TO SCALE CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE DECIDUOUS TREE PLANTING DETAIL/ TURF NOT TO SCALE SHRUB PLANTING DETAIL NOT TO SCALE PERENNIAL/ ORN GRASS PLANTING DETAIL NOT TO SCALE EDGING DETAIL NOT TO SCALE 1 2 6 4 7 5 SPACING PLANTING DETAIL NOT TO SCALE9 WALK/ PLANTING DETAIL NOT TO SCALE8 TREE PLANTING DETAIL/ SLOPE NOT TO SCALE3 VIGNETTE studios NORTH Planning Landscape Architecture Graphics SHEET TITLE: SHEET NO: PO Box 1889 FORT COLLINS, COLORADO 80522-1889 970.472.9125 T 970.494.0728 F www.vignettestudios.com ACAD FILE: DRAWN: CHECKED: JOB NO: REVISIONS DATE ISSUE DATE: CLIENT 40 August 31, 2022 TCH TCH 25028L3 25028 L07 LANSCAPE DETAILSBloom FIling ThreePROJECT DEVELOPMENT PLANSFORTCITY OR COUNTY, COLORADO0 10 20 SCALE 1"=20' July 26, 2022 Pete Wray City Planner Community Planning and Development 281 North College Avenue Fort Collins Colorado 80524 RE: Bloom Filing Three Concept Review Responses  Dear Pete, The following is the applicant’s response to the Concept Review Comments dated June 24th, 2015. Please ﬁnd attached copies of the the PDP application for your review. Comments: Department: Development Review Coordinator 1. I will be your primary point of contact throughout the development review and permitting process. If you have any questions, need additional meetings with the project reviewers, or need assistance throughout the process, please let me know and I can assist you and your team. Please include me in all email correspondence with other reviewers and keep me informed of any phone conversa- tions. Thank you! Response: Acknowledged 2. As proposed the development project is subject to a Type 1 Review. The decision maker for your project will be an Administrative Hearing Ofﬁcer at a public hearing. For the hearing, we will formally notify surrounding property owners within 800 feet (excluding public right‑of‑way and publicly owned open space). As your Development Review Coordinator, I will assist with preparing the mail- ing and coordinating the hearing date with your team. A neighborhood meeting is not required for this development request, but if you would like to hold a meeting to notify your neighbors of the proposal prior to the hearing, please contact me to schedule a date, time and location for a meet- ing. Response: Since this is now a type 2 hearing, a neighborhood meeting was held 3. I will provide you a roadmap speciﬁc to your development review project, helping to identify each step of the process. For more detailed process information, see the Development Review Guide at www.fcgov.com/drg . This online guide features a color coded ﬂowchart with comprehensive, easy to read information on each step in the process. This guide includes links to just about every re- source you need during development review. Response: Acknowledged 4. I will provide a Project Submittal Checklist to assist in your submittal preparation. Please use the checklist in conjunction with the Submittal Requirements located at: http://www.fcgov.com/develop- mentreview/applications.php. The checklist provided is speciﬁc to this Conceptual project; if there are any signiﬁcant changes to this project, please let me know so we can adjust the checklist ac- cordingly. I can send an updated copy of the Submittal Checklist to ensure you are submitting the correct materials. Response: Acknowledged Page of 1 20 PO Box 1889 Fort Collins, CO 80524 (970) 472-9125 www.vignettestudios.com 2. As of January 1, 2015, all development plans are required to be on the NAVD88 vertical datum. Please make your consultants aware of this, prior to any surveying and/or design work. Please con- tact our ofﬁce for up to date Benchmark Statement format and City Vertical Control Network infor- mation. Response: NAVD88 datum has been utilized Department: Erosion Control 1. This project is located within the City's MS4 boundaries and is subject to the erosion control re- quirements located in the Stormwater Design Criteria, Chapter 2, Section 6.0. A copy of those re- quirements can be found at www.fcgov.com/erosion 2. Based upon the supplied materials, site disturbs more than 10,000 sq. ft. and/or meets one of the other triggering criteria (sensitive area, steep slopes, or larger common development) that would require Erosion and Sediment Control Materials to be submitted. 3. Please submit an Erosion Control Plans to meet City Criteria (FCDCM Ch 2 Section 6.1.3) Please ensure that the Erosion Control Plans provided include a individual sequence sheets in ac- cordance with (FCDCM Ch 2 Section 6.1.3.2) Please ensure that the Erosion Control Plans, Escrows, and Reports include phasing requirements (FCDCM Ch 2 Section 6.1.3, 6.1.4, & 6.1.5) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 4. Please submit an Erosion Control Escrow / Security Calculation based upon the accepted Erosion Control Plans to meet City Criteria. (FCDCM Ch 2 Section 6.1.5) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 5. Please submit an Erosion Control Report to meet City Criteria. (FCDCM Ch 2 Section 6.1.4) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 6. Based upon the area of disturbance or this project is part of a larger common development, State permits for stormwater will be required since the site is over an acre and should be pulled before Construction Activities begin. Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. Page of 8 20 PO Box 1889 Fort Collins, CO 80524 (970) 472-9125 www.vignettestudios.com 2. As of January 1, 2015, all development plans are required to be on the NAVD88 vertical datum. Please make your consultants aware of this, prior to any surveying and/or design work. Please con- tact our ofﬁce for up to date Benchmark Statement format and City Vertical Control Network infor- mation. Response: NAVD88 datum has been utilized Department: Erosion Control 1. This project is located within the City's MS4 boundaries and is subject to the erosion control re- quirements located in the Stormwater Design Criteria, Chapter 2, Section 6.0. A copy of those re- quirements can be found at www.fcgov.com/erosion 2. Based upon the supplied materials, site disturbs more than 10,000 sq. ft. and/or meets one of the other triggering criteria (sensitive area, steep slopes, or larger common development) that would require Erosion and Sediment Control Materials to be submitted. 3. Please submit an Erosion Control Plans to meet City Criteria (FCDCM Ch 2 Section 6.1.3) Please ensure that the Erosion Control Plans provided include a individual sequence sheets in ac- cordance with (FCDCM Ch 2 Section 6.1.3.2) Please ensure that the Erosion Control Plans, Escrows, and Reports include phasing requirements (FCDCM Ch 2 Section 6.1.3, 6.1.4, & 6.1.5) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 4. Please submit an Erosion Control Escrow / Security Calculation based upon the accepted Erosion Control Plans to meet City Criteria. (FCDCM Ch 2 Section 6.1.5) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 5. Please submit an Erosion Control Report to meet City Criteria. (FCDCM Ch 2 Section 6.1.4) Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. 6. Based upon the area of disturbance or this project is part of a larger common development, State permits for stormwater will be required since the site is over an acre and should be pulled before Construction Activities begin. Response: an erosion control plan and erosion control notes and details have been included in the PDP plan set, with additional information also found in Preliminary Drainage and Erosion Control Report. A SWMP, as well as erosion control escrow, and other final design items will be included during final design. Page of 8 20 PO Box 1889 Fort Collins, CO 80524 (970) 472-9125 www.vignettestudios.com