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Home My WebLink AboutSONDERS VILLAGE - PDP230012 - SUBMITTAL DOCUMENTS - ROUND 2 - Utility Plans UTILITY PLANS FORSONDERS EAST � z z FORT COLLINS, COLORADO A TRACT OF LAND BEING LOCATED WITHIN THE WEST HALF OF SECTION 29, o TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AUGUST 7, 2024 w SHEET LIST TABLE SHEET SHEET TITLE No. Q 1 COVER SHEET 2 GENERAL NOTES & MASTER LEGEND z 0 ASPEN 3 GENERAL WATER & SANITARY NOTES > PROJECT CONTACTS: 4 PHASING PLAN O OWNER: PLANNER/LANDSCAPE E Dougla>: Rd E DaUgl3g Rd 5 EXISTING CONDITION AND DEMOLITION PLAN (N) o Waters' Edge East ARCHITECT: 6 EXISTING CONDITION AND DEMOLITION PLAN (S) 6834 S University Blvdlvd #502 Vignette Studios i � Centennial, CO 80122 P.O. Box 1889 7 EXISTING CONDITION AND DEMOLITION PLAN (SE) n Contact: Daniel J Nickless Fort Collins, CO 80522 (303) 883-5845 M Contact: Terence Hoaglund (970)472-9125 8 HORIZONTAL CONTROL PLAN (N) TRAFFIC ENGINEER: 9 HORIZONTAL CONTROL PLAN (S) > Q Q Q Q Q Q Q Felsburg Holt& Ullevig CIVIL ENGINEER: 6400 S. Fiddlers Green Circle Aspen Engineering 10 HORIZONTAL CONTROL PLAN (SE) Ste 1500 19 Old Town Square, Suite 238 Greenwood Village,CO 80111 Fort Collins, CO 80524 1 1 SIGNAGE AND STRIPING PLAN (N) CHECKED BY: ERG (303)721-1440 Contact: John Gooch L H E A RT H F I R E Contact: Richard R. Follmer, PE, PTOE (970) 420-5345 12 SIGNAGE AND STRIPING PLAN (S) DESIGNED BY: JRG SITE LOCATION 13 SIGNAGE AND STRIPING PLAN (SE) GEOTECHNICAL ENGINEER: DRAWN BY: JAM CTL Thompson, Inc. PROJECT BENCHMARK 14 TYPICAL ROADWAY SECTIONS 400 Link Lane CITY OF FORT COLLINS Fort Collins, CO 80524 BM#32-01 _ 15 EROSION CONTROL PLAN (N) ELEVATION 5071.62 - - Contact: Chip Leadbetter, III, PE _ (970)206-9455 16 EROSION CONTROL PLAN (S) 17 EROSION CONTROL PLAN (SE) 18 EROSION CONTROL NOTES & DETAILS 19 EROSION CONTROL DETAILS UTILITY ENTITY CONTACTS: 20 OVERALL GRADING PLAN & DRAINAGE PLAN (N) RICH�4RD'S LAKE `Ilya 21 OVERALL GRADING PLAN & DRAINAGE PLAN (S) CITY OF FORT COLLINS XCEL ENERGY - GAS & ELECTRIC WATER UTILITIES ENGINEERING Contact: Stephanie Rich 22 OVERALL GRADING PLAN & DRAINAGE PLAN (SE) Contact: Wes Lamarque (970) 396-4828 (970) 461-2418 23-32 GRADING PLANS � Richards Lak= T. A 33 GRADING DETAILS ELCO WATER DISTRICT CENTURY LINK `� Contact: Randy Siddens Contact: Bob Rulli 34 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (N) O (970) 493-2044 (970)490-7503 ,}+ PROJECT BENCHMARK CITY OF FORT COLLINS CITY OF FORT COLLINS 35 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (S) BM#34-01 STORMWATER COMCAST X ELEVATION 5026.59 36 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (SE) O � Contact: Wes Lamarque Contact: Don Kapperman (970) 461-2418 (720) 567-0245 MAPLE WI L L J37 OVERALL UTILITY PLAN (N) O L.I Fort Collins,Country Club 38 OVERALL UTILITY PLAN (S) U CITY OF FORT COLLINS LIGHT AND POWER POUDRE FIRE AUTHORITY (n U) Contact: Luke Unruh Contact: Marcus Glasgow 39 OVERALL UTILITY PLAN (SE) (970) 416-2724 (970)416-2869 Z 40-49 WATER PLANS J W BOXELDER SANITATION DISTRICT ..I _ 50 SWMM EXHIBIT Contact: Brian Zick = _ _ = O (970) 498-0604 O W 5 1 ~75 ROAD CENTERLINE PLANS AND PROFILES U W L3 W 76 SANITARY SEWER DETAILS O V) 77-78 WATER DETAILS LL In 79-81 ROADWAY DETAILS0 13 = 82-84 STORM DRAINAGE DETAILS U) VICINITY MAP Boxelder Sanitation District PROJECT BENCHMARKS: UTILITY PLAN REVIEW THESE PLANS HAVE BEEN REVIEWED BY THE City of Fort Collins, Colorado N CD LOCAL ENTITY FOR CONCEPT ONLY. THE UTILITY PLAN APPROVAL I= PROJECT DATUM: NAVD88 Q ° REVIEWED BY: REVIEW DOES NOT IMPLY RESPONSIBILITY BY U a BENCHMARK#1: COFC BENCHMARK 4-13: ELEVATION = 5069.89 General Manager Date THE REVIEWING DEPARTMENT, THE LOCAL APPROVED: O BENCHMARK#2: COFC BM 32-01: ELEVATION=5071.62 ENTITY ENGINEER, OR THE LOCAL ENTITY FOR City Engineer, Approved Sheets Date BENCHMARK#3 COFC BM 34-01: ELEVATION=5026.59 ACCURACY AND CORRECTNESS OF THE l s ALL CHANGES, ADDENDA, DELETIONS AND MODIFICATIONS CALCULATIONS. FURTHERMORE, THE REVIEW APPROVED: w Z TO THESE DRAWINGS MUST BE APPROVED, IN WRITING, IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING BY THE BOXELDER SANITATION DISTRICT. REVIEW DOES DOES NOT IMPLY THAT QUANTITIES OF ITEMS water&wastewater Utility, Approved Sheets Date O EQUATION SHOULD BE USED: NOT CONSTITUTE "APPROVAL" OF THE PLANS. PLAN ON THE PLANS ARE THE FINAL QUANTITIES 12� 0-1 ENGINEER IS RESPONSIBLE FOR ACCURACY AND REQUIRED. THE REVIEW SHALL NOT BE APPROVED: IL 0 NGVD29 UNADJUSTED = NAVD88 - 3.18 COMPLETENESS OF PLANS. CONSTRUED IN ANY REASON AS ACCEPTANCE Stormwater Utility, Approved Sheets Date OF FINANCIAL RESPONSIBILITY BY THE LOCAL m BASIS OF BEARINGS: Assuming the west line of the Northwest Quarter of Section 29, Township 8 EAST LARIMER COUNTY WATER DISTRICT APPROVED: RECr 3 North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearingNorth ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS ,o° P•..•••••• g g' UTILITY PLAN REVIEW Park Planning and Development, Approved Sheets Date ��`0�•.• R a 00°21'39" East, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum @— milks SHOWN THAT MAY BE REQUIRED DURING THE ��• c�` ` o•. 1983/2011, a distance of 2639.39 feet and with all other bearings contained herein relative thereto. CONSTRUCTION PHASE. APPROVED: >o , N b • Reviewed By. General Manager Date Traffic Operations, Approved Sheets Date 0 W i m APPROVED: a Review does not constitute approval of plans. Plan Engineer Q 'p ••.••��,�` is responsible for accuracy and completeness of design. Environmental Planner, Approved Sheets Date /0......•` �� uiiniNiA11 n`0\"`� 3 CALL UTILITY NOTIFICATION I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Road CENTER OF COLORADO SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO PROJECT NO: 1 05-001 and Turnberry Road, Fort Collins, Colorado, Dated October 19, 2018, for site excavation and grading, 1 -800-922-1987 Windsor Reservior and Canal Co. STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF AL and paving recommendations. DATE: AUGUST 7, 2024 m CALL 2 BUSINESS DAYS INADVANCE IRRIGATION LINE APPROVAL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS o BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING MEMBER UOF ITI S.UNDERGROUND APPROVED: JOHN R. GOOCH, P.E. SHEET No: C-00 1 Manager Date COLORADO REGISTRATION No. 1 OF 84 a GENERAL NOTES: LEGEND OF SYMBOLS: LEGEND OF ABBREVIATIONS: 0 1. All materials,workmanship,and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street 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 and BOW Back Of Walk OC On Center Standards and applicable state and federal regulations.Where there is conflict betweer 59.09 plans and the specifications,or any applicable standards,the most restrictive condition as required by these plans. PROPOSED RIGHT-OF-WAY BV Butterfly Valve OD Outside Diameter Z standard shall apply.All work shall be inspected and approved by the Local Entity. BVCE Begin Vertical Curve Elevation OHE Overhead Electric _.., 45. Standard Handicap ramps are to be constructed at all curb returns and at all"T"intersections. _ - PROPOSED PROPERTY LINE BVCS Begin Vertical Curve Station PC Point of Curvature • 2. All references to any published standards shall refer to the latest revision of said standard,unless specifically stated otherwise BW Bottom Wall PCC Point Of Compound Curvature T,T 7 , 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 ' LIMITS OF CONSTRUCTION B/W Between PCR Point Of Curve Return 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 these plans after the period of two years from the date of acceptance. C&G Curb And Gutter PE Professional Engineer/Polyethlene i,T ^ • expiration date will require a new review and approval process b the Local Entity prior to commencement of an work shown in these plans. - - - - - - PROPOSED FLOWLINE CATV Cable Television I u I� I.L.I • ' p q pp p y y p y p PERF Perforated 4--J • CDOT Colorado Department Of Transportation PERM Permanent 7 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 IG,� • 4. The engineer who has prepared these plans,b execution and/or seal hereof,does hereby affirm responsibility to the Local Entity,as beneficiary of said engineer's work,for private streets: 70 PROPOSED MAJOR CONTOURS CL Centerline PI Point of Intersecion • 9� P P P Y Y P Y Y rY 9� P �--� r:4:. •vl �,,:: E • an errors and omissions contained in these plans,and approval of these plans b the Local Entity Engineer shall not relieve the engineer who has prepared these plans of CMP Corrugated Metal Pipe PIP Protect In Place e 3 • Y P PP P Y Y 9 9 P P P 69 PROPOSED MINOR CONTOURS all such responsibility. Further,to the extent permitted by law,the engineer hereby agrees to hold harmless and indemnify the Local Entity,and its officers and employees, 48. Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Road and Turnberry Road,Fort Collins,Colorado, Dated October 19, CO Clean Out PLS Professional Land Surveyor d , from and against all liabilities,claims,and demands which may arise from any errors and omissions contained in these plans. 2018,for site excavation and grading,and paving recommendations. CONC Concrete PNT Point • EXISTING MAJOR CONTOURS CS Curb Stop POC Point on Curve 5. All sanitary sewer,storm sewer,and water line construction,as well as power and other"dry"utility installations,shall conform to the Local Entity standards and 49. Approved variances are listed as follows: CY Cubic Yard POL Point on Line j,T �u • specifications current at the date of approval of the plans by the Local Entity Engineer. EXISTING MINOR CONTOURS DEPT Department POT Point on Tangent A variance for the reduction of tangent length between reverse curves on Sternwheeler Drive between Morning Star Dr.and Brightwater Drive was approved Nov 2,2023. Ask DIA Diameter POVC Point On Vertical Curve 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 the Developer to verify NEW STORM DRAIN WITH MANHOLE DIP Ductile Iron Pipe PP Power Pole GENERAL CONSTRUCTION NOTES PRC PointofReverseCurvature the existence and location of all underground utilities along the route of the work before commencing new construction.The Developer shall be responsible for unknown DR Drive underground utilities. • PROP Pro ert /Pro posed -� EXISTING STORM DRAIN DS Downspout P Y E East/Easting/Electric PT Point of Tangent 7. The Contractor/Developer shall contact the Utility Notification Center of Colorado(UNCC)at 1-800-922-1987,at least 2 working days prior to beginning excavation or --- PROPOSED SWALE EA Each PVC Point of Vertical Curvature/ (� A. Street Improvements Notes w to have all registered utility locations marked.Other unregistered utility entities i e.ditch/irrigation company)are to be located b contacting the respective ELEV Elevation Polyvinyl Chloride grading, g� Y 9 Y (�� 9 P Y) Y 9 P 2.0% PROPOSED SLOPE PVI Point of Vertical Intersection representative.Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing � EOA Edge Of Asphalt 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. PVT Point of Vertical Tangency a: utilities that conflict with the proposed improvements shown on these plans. EOP Edge Of Pavement a • 59.27 PROPOSED SPOT ELEVATION ESMT Easement RCP Reinforced Concrete Pipe street to an approval, Engineer for a En submitted to the Local Entity t be s m ineer,a Colorado licensed En ed b signed and stamped si n section design, paving A p g g , g p y g , us u y g pp ,p y 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 2. EX Existing ROW Right-of-way construction activity,(full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt).The job mix shall be submitted for approval prior to DIRECTION OF FLOW FDC Fire Department Connection RR Railroad 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 modify the design. placement of any asphalt. FES Flared End Section S South Design modification(s)must be approved by the Local Entity prior to beginning construction. FF Finished Floor SAN Sanitary Q 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 2 DESIGN POINT Q FG Finished Grade SCH Schedule 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 timely fashion and with a construction joint.The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made.Wheel cuts shall not be FH Fire Hydrant SE Southeast minimum disruption of service.The Developer shall be responsible for contacting,in advance,all parties affected by any disruption of any utility service as well as the utility allowed unless approved by the Local Entity Engineer. FL Flowline SF Square Foot/Feet �4 companies. FLIT Future SHT Sheet 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 G Gas SHLDR Shoulder A=BASIN NUMBER 11. No work may commence within any public storm water,sanitary sewer or potable water system until the Developer notifies the utility provider.Notification shall be a minimum and approved by the Local Entity Engineer. A GALV Galvanized SQ Square F of 2 working days prior to commencement of any work.At the discretion of the water utility provider,a pre-construction meeting may be required prior to commencement of B=BASIN AREA(IN ACRES) GB Grade Break/Gravity Block SRVC Service d any work. 5. Fort Collins only.Valve boxes and manholes are to be brought u to grade at the time of pavement placement or overlay.Valve box adjusting rings are not allowed. a o GRND Ground SSWR Sanitary Sewer Q 9 P 9 P P Y� 1 9 9 C=RUNOFF COEFFICIENT GV Gate Valve ST Street 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general,storm sewer and sanitary sewer should be 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 HC Handicap/ped STA Station PROPOSED BOLLARD constructed prior to installation of the water lines and dry utilities. be documented by the Inspector before any cuts are made.Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair.The HBP Hot Bituminous Pavement STRM Storm finished patch shall blend smoothly into the existing surface.The determination of need for a complete overlay shall be made by the Local Entity Engineer.All overlay • ■ PROPOSED PHASE LINE HDPE High Density Polyethylene SW Sidewalk/Southwest Z 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. HERCP Horizontal Elliptical Reinforced Concrete Pipe SWR Sewer work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. HP High Point � 9 SY Square Yard/s 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 storm sewer, HORZ Horizontal T Tele hone > channel, irrigation ditch or any waters of the United States. 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 HP High Point/Horizontal Point(photo control) p Right-of-Way Work Permit traffic control plan. TB Thrust Block HWY Highway TBC Top Back Of Curb w0 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge(Contact Colorado Department of Health,Water Quality Control HYD Hydrant TBR To Be Removed Division, 303 692-3590 ,the Storm Water Management Plan,and the Erosion 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 Z ( ) ) 9 than'/<inch deep or 5 feet longitudinally,of water,shall be completely removed and reconstructed to drain properly. ID Inside Diameter TEMP Temporary pIE Invert Elevations TF Top Of Foundation F� 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the INV Invert TOB Top Of Bank a responsibility of the property owner(s). 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 L Left TOC Top Of Curb U proposed)or on the subgrade and base material(when a composite section is proposed),a mechanical"proof roll"will be required.The entire subgrade and/or base TOE LAT Lateral/Latitude Toe of Slope w 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 approved by the material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs.and a single axle weight of at least 18,000 lbs.with pneumatic LP Low Point TOG Top Of Grate p Stormwater Utility Department.Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for 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 exhibits TOW Top of Wall single family units. For commercial properties,certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of an building excessive pumping or deformation,as determined b the Local Entity Engineer,shall be reworked,replaced or otherwise modified to form a smooth, non-yielding LF Linear Feet 9 Y P P Y P P Y 9 P P 9 Y Y 9 P y g LP Low Point/Light Pole TV Television � permits in excess of those allowed prior to certification per the Development Agreement. surface.The Local Entity Engineer shall be notified at least 24 hours prior to the"proof roll."All"proof rolls"shall be preformed in the presence of an Inspector. TYP Typical MEP Mechanical, Electrical,Plumbing UGE Underground Electric > a a a a a a a 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 from groundwater MH Manhole UGT Underground Telephone flooding,structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water,wastewater, B. Traffic Signing and Pavement Marking Construction Notes MIN Minimum USGS United States Geologic Survey and/or storm drainage facilities in the development. MISC Miscellaneous MM Mile Marker VC Vertical Curve 19. All recommendations of the Sonders East Preliminary Drainage&Erosion Control Report,dated August 7,2024,by Aspen Engineering,shall be implemented. 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. MP Meter Pit VCP Vitrified Clay Pipe CHECKED BY: JRG VERT Vertical MUTCD Manual Of Uniform Traffic Control Devices VE Vault 2.All symbols, including arrows,ONLYS,crosswalks,stop bars,etc.shall be pre-formed thermo-plastic. N North/Northin 20. Temporary erosion control during construction shall be provided as stated in the Storm Water Management Plan.All erosion control measures shall be maintained in good g VLV Valve repair b the Developer,until such time as the entire disturbed areas is stabilized with hard surface or landscaping. NAT Natural DESIGNED BY: JRG P Y P p g' 3.All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD. NE Northeast VPC Vertical Point Of Curvature VPT Vertical Point Of Tangency 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 removed within 24 NGS National Geodetic Survey W West hours by an appropriate mechanical method(i.e.machine broom sweep,light duty front-end loader,etc.)or as approved by the Local Entity street inspector. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. NO Number YD Yard DRAWN BY: JRG NTS Not To Scale 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,if applicable. 5.All lane lines for concrete pavement should be epoxy paint. NW Northwest 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.The Developer shall notify the 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 Local Entity Engineering Inspector(Fort Collins-221-6605)and the Local Entity Erosion Control Inspector(Fort Collins-221-6700)at least 2 working days prior to the start placement shall be approved by the Local Entity Traffic Engineer prior to permanent installation of striping and symbols. EXISTING LEGEND OF SYMBOLS FROM TOPOGRAPHIC SURVEY: of any earth disturbing activity,or construction on any and all public improvements. If the Local Entity Engineer is not available after proper notice of construction activity has been provided,the Developer may commence work in the Engineer absence.However,the Local Entity reserves the right not to accept the improvement if subsequent 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. BOUNDARY LINE ® FIBER OPTIC VAULT ® WATER MANHOLE 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 and prior to the 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. EASEMENT LINE El TELEPHONE PEDESTAL I< WATER VALVE placement of curb,gutter,sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report,the 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. RIGHT OF WAY LINE O MONITORING WELL FIRE HYDRANT Developer shall be responsible for a re-design of the subject pavement section or,the Developer may use the Local Entity's default pavement thickness section(s). Regardless of the option used,all final soils/pavement design reports shall be prepared by a licensed Professional Engineer.The final report shall be submitted to the 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. SECTION LINE RD ROOF DRAIN 0 WATER METER 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. 11.A field inspection of location and installation of all signs shall be performed by the Local Entity Traffic Engineer.All discrepancies identified during the field inspection CENTERLINE < BUILDING LIGHT Da DRAINAGE MANHOLE 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 all intersections, inlets, must be corrected before the 2-year warranty period will begin. MAJOR CONTOUR BUILDING VENT ® UNKNOWN UTILITY MANHOLE Q and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. --------- MINOR CONTOUR CATV PEDESTAL ; STEEL POST streets. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. EDGE OF ASPHALT IRRIGATION VALVE W WOOD POST w 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 of these BIKE RACK ® VALVE BOX DECIDUOUS TREE 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 so as to reduce the 14.Signage and striping has been determined by information available at the time of review.Prior to initiation of the warranty period,the Local EntityTraffic Engineer 6 excavation necessary for building connections. reserves the right to require additional signage and/or striping if the Local Entity Traffic Engineer determines that an unforeseen condition warrants such signage E ELECTRIC LOCATE E-- GUY WIRE CONIFEROUS TREE W according to the MUTCD or the CDOT M and S Standards.All signage and striping shall fall under the requirements of the 2-year warranty period for new v l 27. Portions of Larimer County are within overlay districts.The Larimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts. construction(except fair wear on traffic markings). X FENCE POWER POLE pt SHRUB 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 Fire Hazard Area 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14,Traffic Control Devices,for additional detail. CHAIN LINK FENCE U ELECTRIC SERVICE l ` TREE STUMP Q M Mitigation Regulations in force at the time of final plat approval. Y•i 16.Contractor is responsible for removing all anchors,posts,signs and/or delineators in Construction area.Contractor may keep the signs,or call the City Traffic Fo - FIBER OPTIC LOCATE © ELECTRIC TRANSFORMER LANDSCAPE ROCK i i I 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 requiring a permit. Division to have them removed. X l� - FLOW LINE � LIGHT POLE CC CURB CUT ��//��l 30. The Developer shall be responsible for all aspects of safety including,but not limited to,excavation,trenching,shoring,traffic control,and security. Refer to OSHA 17. No"Reset"anchors, posts,signs,and/or delineators will be accepted. T TELEPHONE LOCATE ® HANDICAP RAMP ELECTRIC BOX 4 O V Publication 2226,Excavating and Trenching. (� J 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD,to the appropriate Ri ht-of-Wa authority. Local Entity,Count or State),for 18.All anchors,posts,signs,and/or delineators shall be new and be consistent with the LCUASS criteria. " GUARD RAIL IN ELECTRIC METER FENCE GATE 0 P9 Y Y ( Y Y ) approval, prior to any construction activities within,or affecting,the Right-of-Way.The Developer shall be responsible for providing any and all traffic control devices as may w U WATER LOCATE (�] ELECTRIC VAULT � SIGN �J be required by the construction activities. Da 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 SS SANITARY SEWER LINE SANITARY MANHOLE ALIQUOT CORNER AS DESCRIBED Z 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 charged for the labor, C. Storm Drainage Notes D STORM SEWER LINE 00 SANITARY CLEANOUT FOUND MONUMENT AS DESCRIBED rA materials and equipment to reinstall the sign as needed. J U) 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 0-=- TRAFFIC MAST � CONTROL POINT J i■I Z 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 street operations. In shall be the responsibility of the property owner(s). O W Craddition,the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. Z 2.All recommendations of the Sonders East Preliminary Drainage&Erosion Control Report,dated August 7,2024, by Aspen Engineering,shall be implemented. U O Z34. There shall be no site construction activities on Saturdays,unless specifically approved by the Local Entity Engineer,and no site construction activities on Sundays or Z holidays,unless there is prior written approval by the Local Entity. 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 Z U by the Stormwater Utility Department.Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of a 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements,shown on these drawings,or designated to be occupancy for single family units. For commercial properties,certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the O i provided, installed,or constructed,unless specifically noted otherwise. release of any building permits in excess of those allowed prior to certification per the Development Agreement. i, �•1 o Y. 0 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,and annotate the 4.See City of Fort Collins Stormwater Criteria Manual-Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. = dimension on the as-built record drawings. 0 0 M 37. The Developer shall have,onsite at all times,one(1)signed copy of the approved plans,one(1)copy of the appropriate standards and specifications,and a copy of any i i i permits and extension agreements needed for the job. U) Z 38. If,during the construction process,conditions are encountered which could indicate a situation that is not identified in the plans or specifications,the Developer shall contact i�I the Designer and the Local Entity Engineer immediately. W l� N39. 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's Inspector at v 00 all times. Upon completion of the work,the contractor(s)shall submit record drawings to the Local Entity Engineer. Z n p 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 of bearings.The 1-- -3o information shall be as follows: < U CITY BENCHMARKS 0 CITY OF FORT COLLINS BM #32-01: ON THE EAST SIDE OF C.R. 11 AND APPROX.0.6 MILES NORTH OF C.R.52 ON THE SOUTHWEST CORNER OF AN Ur IRRIGATION STRUCTURE. ELEVATION:5071.62 W Z N O o CITY OF FORT COLLINS BM#34-01: NORTH SIDE C.R.52 AND APPROX.0.5 MILES EAST OF C.R. 11 ON THE EAST END OF A HEAD WALL OVER AN IRRIGATION 0 < DITCH. ct 0 ELEVATION:5026.59 a cSITE BENCHMARK CITY OF FORT COLLINS BM#4-13: N 1471190.32 E 3128761.85 ELEVATION 5069.89 pp0 R•R•E(,r ��. o IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATION SHOULD BE USED: NAVD88=NGVD29 UNADJUSTED+3.18'. �J�ort` `o _ .> BASIS OF BEARING U; ` Assuming the west line of the Southwest Quarter of Section 29,Township 8 North,Range 68 West of the 6th P.M.,monumented as shown on this drawing,as bearing North •_ 0 ;• ° 00°28'04"East,being a Grid Bearing of the Colorado State Plane, North Zone,North American Datum 1983/2011,a distance of 2638.31 feet and with all other bearings �` �:�<c/�w m contained herein relative thereto. ��YO•��......••� 41. All stationing is based on centerline of roadways unless otherwise noted. �Q i,,,�nIINIAILtaa��`` 0 3 42. Damaged curb,gutter and sidewalk existing prior to construction,as well as existing fences,trees,streets,sidewalks,curbs and gutters,landscaping,structures,and o improvements destroyed,damaged or removed due to construction of this project,shall be replaced or restored in like kind at the Developer's expense, unless otherwise CALL UTILITY NOTIFICATION � indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. CENTER OF COLORADO PROJECT NO: 105001 1 -800-922-1987 DATE: AUGUST 7, 2024 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 be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards.The a finished 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 CALL 2 BUSINESS DAYS IN ADVANCE ® SHEET NO: C-002 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 BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND i Engineer and/or the Local Entity Inspector at the time the cuts are made. MEMBER UTILITIES. Z OF 84 a FGENERAL NOTES (ELCO) GENERAL NOTES (ELCO) GENERAL NOTES ) �'a'Q' BOX ELDER SANITATION DISTRICT D.Waterline Notes Z ;/ -- EAST LARIMER COUNTY WATER DISTRICT in the work,excavation,bedding, backfill,testing and all construction methods and , • Boxelder Sanitation District Construction Notes(to be included on the general GENERAL NOTES FOR CONSTRUCTION practices of the installed facilities is equal to or better than minimum construction notes sheet of any set of construction plans) ow s condensed the current Construction The following information is from "Standard Cion , Version: 121212021 requirements as set forth in the District's Specifications. Specification for Sewer Mains"as adopted by the Boxelder Sanitation District(District) Q W " The following information is condensed from the current"Standard Construction 18. Testing:All lines shall be pressure tested,chlorinated and flushed by the and is to be considered as such. In the event of any question the full document shall a s Specifications for Water Mains"(Specification)as adopted by the East Larimer County Contractor in accordance with District Specifications and under the District's supervision. take precedence. Z • Water District 'ELCO'or'District' and is to be considered as such. In the event of an Upon passing chlorination testing, bacteriological testing will be completed b a State • ( ) Y P P 9 9� 9 9 P Y 1. Existing Utility Locates: It shall be the responsibility of the Contractor to T f1 p p g quality ry p• passing g coordinate field locates of all existing utilities prior to commencement of any conflict the full District Specification document shall take precedence over these general certified water uali control laboratory. Copies of all assin test results, including soils � • construction. Contractor shall also notify all affected utility companies prior to notes. compaction in the area of water main construction,shall be provided to the District. commencing construction. In the event of damage to any existing utility,the 1. Standards and Specifications: Construction shall be per the District 19. Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner contractor shall immediately notify the owner of the utility involved and unless UJ authorized in writing by the owner of the subject utility,shall not attempt to Specifications in effect at the start of construction. Material or equipment shall be when all project work is complete,tested and operational such that the infrastructure is make repairs.The cost of repairs shall be the responsibility of the Contractor. manufactured per the most recent version of applicable industry standards. ready to be accepted by the District. Documentation required prior to issuance of 2. District Owned Easement Pictures: Contractor to provide sequential digital 2. Locates: Contractor shall coordinate field locates of all existing utilities prior to Preliminary Acceptance includes but is not limited to bacteriological test report,flushing pictures spaced at no more than 300 feet detailing conditions of the off-site commencement of any construction and as required notify all affected utility companies report, hydrotest report,compaction testing reports with map of test locations,statement Boxelder Owned Easement Conditions and any structures that could be Q affected,to the District and the property owner prior to the start of any off-site w prior to commencing construction.Cost of repairs to any utility damaged during District of water line installation costs,As-built drawings and Record Drawings. Following work.These pictures shall include all existing fence, ditches,ditch structures, p out buildings,water troughs,trees and all other landscaping. Pictures are to a waterline installation shall be the responsibility of the Contractor. receipt, review and acceptance by the District of these and other documents as may be be placed at no more than four(4) pictures on a 11x8 sheet of photo paper a 3. Damage to Property: Contractor shall continuously maintain adequate protection required per project specifics,the District will issue Preliminary Acceptance. inserted into transparent sleeves and delivered with the drawings of record in d from damage of all public and private property through which the work is done and shall 20. Project As-Built and Record Drawing Requirements: a three(3)ring binder. be fully responsible for all costs associated with damage to any and all public and private a. As-Built Drawings are compiled and maintained during construction by the 3. Protection of Property:Contractor shall continuously maintain adequate Q property. Contractor and identify, in red ink,on-site changes to the original design.As-Built protection from damage of all public and private property through which the work is done. > 4. Safely:Contractor shall comply with any and all requirements and regulations as Drawings shall be delivered to the District(electronically in PDF format or set forth by any local, City, County,State or Federal agency having applicable authority. otherwise as requested by the District)for acceptance and to the project's design 4. Safety:All sewer main installation within the District shall be subject to current(Occupational Safety and Heath Association(OSHA)and the 5. Landscaping Adiacent to District Waterlines: No landscaping (bushes, shrubs, engineer for creation of Record Drawings. Colorado Safety Association, (CSA)safety requirements.Contractor shall trees or other plantings)that has a mature height of over 3 feet(3-ft)shall be placed b. Record Drawings are prepared by the project's design engineer and shall also comply with any and all requirements and regulations as set forth by Q City, County, State and Federal agencies having applicable authority. within ten feet(10-ft)of any District waterline or appurtenance(distribution main,service accurately reflect any change made in the field which varies from the accepted line,fire hydrant, meter,etc.). Bushes or shrubs with a mature height of less than 3-ft construction plans,as noted in the As-Built Drawings, including at a minimum, 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting Z shall be placed a minimum 5-ft from any District water line,service line or appurtenance. field dimensions and elevations, horizontal and vertical locations of underground construction or testing to allow for scheduling. p The District shall have the right to remove any landscaping that violates this standard,at utilities and appurtenances.The Contractor's surveyor shall survey in all fittings, 6. Road Excavation Permits: In event that State,County or City road excavation w any time such landscaping is discovered,and shall not be required to replace the valves,water service curb stops and other appurtenances so as to accurately permit(s)are required,the Contractor is responsible for obtaining all road 41 removed landscaping. document and create a final set of Record Drawings with water line,fitting and permits which may be required. 6. Design Approval and Construction Start: No construction shall begin without prior appurtenance locations that accurately represents the final, installed 7. Other Permits:The Contractor shall be responsible for obtaining all permits p design acceptance from ELCO. District shall be notified 48 hours in advance of starting infrastructure.The Record Drawings shall be reviewed and accepted by the required for construction. a construction or testing to allow for scheduling. District prior to Preliminary Acceptance of the project. Record Drawings are to be 8. Revisions: No verbal authorization for field revision shall be given. All U requests for field revision shall be made in writing accompanied by proposed delivered to the District in electronic format as Adobe(PDF),AutoCAD and w change indicated on copy of the approved design drawings. Any field a revision approved and installed shall also be accurately documented on the Drawings of Record. ' 4 j a a a a a a a 7. Permits: Contractor is responsible for obtaining all permits which may be ArcView shape files(release version to be confirmed with District at time of S:\DEVELOPMENT\Engineering-Design-Process\Construction-dwg-notes8specs.doc I required. For any permitting where the District must apply for a permit the Contractor submittal). shall coordinate,cover the cost and schedule the permit acquisition with the District. 21. Warranty:The Owner/Developer shall warrant all work associated with the CHECKED BY: JRG 9. Materials: Plastic Pipe-All gravity sanitary sewer piping shall be Polyvinyl 8. Changes During Construction: No verbal authorization for field revision shall be waterline installation including, but not limited to the materials, installation workmanship Chloride(PVC)unless otherwise noted on the approved drawings. Pipe 15" given.All requests for such field revision shall be made in writing with the proposed and surface restoration for a period of two(2)years from date of Preliminary and smaller shall conform to ASTM D3034,Type PSM,and SDR 35. Pipe 18" DESIGNED BY: JRG and larger shall conform to ASTM F679. All fittings shall be(PVC)unless change indicated on a copy of the signed design drawings.Any field revision approved Acceptance. During this warranty period the Owner/Developer shall repair any defects in otherwise noted. and installed shall also be accurately documented on the As-Built Drawings. the work and maintain the work area.At the close of the two-year warranty period and DRAWN BY: JRG 10. Pipe Cover:A minimum cover of 3-1/2 feet of cover shall be maintained 9. Materials of Construction: upon satisfactory correction of any deficiencies noted,the District shall accept the throughout the sewer line and service line installation. a. Pipe:All water line piping shall be Polyvinyl Chloride(PVC), DR 18(pressure constructed lines and appurtenances as the sole property and responsibility of the 11. Bedding: All sewer main installation shall include bedding. Bedding shall be class 235 psi)and manufactured in accordance with AWWA Standard C900-16, District. %"washed rock uniformly graded and compacted. Refer to force main desgin "Polyvinyl Chloride(PVC)Pressure Pipe and Fabricated Fitting,4-inch through for force main bedding requirements. Trench shall be excavated to a depth 60-inch,",or most recent version. below established grade equal to%of pipe diameter(min.4"). Bell depressions shall be provided for all joints. In event that unstable trench b. Tracer Wire:All water piping shall be installed with a twelve(12)gauge solid conditions are encountered at pipeline grade 1-1/2"uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and copper wire, plastic coated,six hundred (600)volts,taped to top of pipe and compacted under and around sides of the pipe. Place bedding in such a surfaced at each hydrant into a tracer wire box. manner as to provide solid, uniform bearing surface for full length of barrel. c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric Minimum 30"initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. gasket push-on type joint or using machined couplings of a sleeve type with rA rubber ring gaskets and machined pipe ends to form apush-on type joint. 12. Backfill: Backfilling of trench shall be performed as soon as practical, V J subsequent to inspection and approval. Backfilling of acceptable material i,I d. Materials and Installation:All materials installed shall be new and free of shall not be placed in lifts of greater than one(1)foot. Backfill shall be manufacturer defects or damage. compacted to 95%of optimum density in roadway and residential areas and 90/o in all off-site easement areas unless otherwise noted. Compaction O e. Pipe Fittings:All fittings shall be ductile iron mechanical joint and manufactured testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the in accordance with AWWA Standard C153, 250 psi rating. Fittings shall be applicable authority or as required in project specific specifications. Z furnished with fusion bonded epoxy exterior coating and interior lining.All fitting I� 13. Concrete:All concrete construction shall be completed utilizing 3,000 psi at U) connections to valves,fire hydrants or other MJ type connections shall use foster twenty-eight(28)days or equal concrete. 0 adaptor type connectors. 0 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, f. Gate Valves:Gate valves shall conform to AWWA Standard C509 with sidewalks,storm sewers,waterline or any other public or privately owned mechanical joint,2"open left operating nut and resilient seat. property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the O --i g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger appropriate governing authority. Private property will be returned to its z and conform to AWWA Standard C504 with mechanical joint,2"open left original condition or as close to original condition as reasonably possible, ""1 operating nut with resilient seat. unless otherwise noted on the drawings. to 0 h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1"square 15. Service Taps on Existing Lines:All taps made on existing lines shall be v l U U) open-right operating nut with epoxy coated shoe. completed at developer's expense by District personnel or the District's (6Cb authorized contractor with no exception. Z i. Pipe,Valve and Fitting Wrap:All ductile iron fittings,valves,fire hydrant shoes J and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.The District shall J i i i inspect the construction as necessary and shall observe all line testing.The IW w 2 District shall have the authority to ascertain that all construction of facilities is O equal to or better than minimum construction requirements as set forth in U Z double layered,and ends securely taped prior to backfill.All fitting bolts shall be �-- W a fluoropolymer coated(`blue bolt'type)with ZInC Caps Installed. S:\DEVELOPMENT1Engineering-Design-Process\Construction-dwg-notes&specs.doc Y. 10. Bedding:All pipe shall be bedded in 3/4"washed rock uniformly graded and 0 i 0 compacted.Trench shall be excavated to a depth below established grade equal to 1/4 �" ~•1 17. Testing:All lines shall be pressure tested and flushed by the Contractor in 0 0 of pipe diameter(min.4"). 1-1/2"uniformly graded was rock shall be used for accordance with District Standards and Specifications and under the District's M stabilization where needed. Bedding material shall be placed and compacted under and supervision. Upon passing,copies of all passing test results including soils w a compaction in the area of sewer main construction shall be provided to the W N around sides of the pipe per the pipe manufacturer's installation recommendations. District. U) 11. Backfill: Backfill of acceptable material shall be placed in `lifts'of uniform ..., 0 18. Acceptance: Upon completion of all utility construction(sewer and other)and i s i horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18"of fulfillment of all District requirements, preliminary acceptance of new sewer w compacted backfill above pipe must be in place before rolling mechanical equipment system improvements will occur in accordance with District's acceptance ►>Y'1 Go procedure. O v type compaction is to be used. Backfill shall be compacted to 95%of optimum density in roadway areas or per road authority's requirements, and 90%in fields or non-road 19. Warranty:The Contractor shall warrant the materials, installation, 1=- workmanship and surface restoration for a period of two years from date of d N locations. Backfill compaction testing frequency shall be at least one test per 100-lineal preliminary acceptance. During this warranty period the Developer shall U feet of pipeline length and at varying depths and locations in accordance with the promptly repair any defects in the work and maintain the work area. At the Z close of the two-year warranty period the District will make a field inspection. requirements of the applicable road authority or beginning 1.5-feet above top of pipe and Upon satisfactory correction of any deficiencies noted the District would make at 1-foot increments to grade. final acceptance of the lines and work. The lines and the appurtenances U Z shall then become the sole property and responsibility of Boxelder Sanitation tit 0 12. Joint Restraint:All fittings,tees, plugs and fire hydrants shall be provided with District. Q foster adaptor type and/or other mechanical joint restraint in accordance with District 0_ 0 20. Drawings of Record and Total Costs:Within 90 days of preliminary 0 C) o Specifications or as required per engineer's design.Thrust blocks shall be used only as acceptance of the new facilities,the District shall be provided with acceptable required per field conditions and as approved or directed by the District field inspector. Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,two sets of Y2-size reproduced prints,one set of 6 mil \auuiliiinu��p 13. Concrete:All concrete construction, including thrust blocks,shall be completed double matted reproducible mylars and one complete digital file equivalent utilizing Type 5 or equal cement only. (software and version to be confirmed at time of delivery).Written \�.��••.••R ."�� confirmation of the total cost of all sewer system improvements shall also be 14. Asphalt Replacement: For asphalt pavement that is cut and has been in place submitted with the Drawings of Record. °r ` less than two years(according to City or County Engineer's record),the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving = ••� ` w machine. .OQL .• /ANAL E��\G°�°``• w 15. Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading 0/111illil\\\\\\\ 0 and drainage swales. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. CALL UTILITY NOTIFICATION ENTER PROJECT NO: 105001 CENTER O F COLORADO 16. Connection to Existing System:All connections to existing waterlines shall be 1 -800-922-1987 DATE: AUGUST 7,2024 completed at the developer's expense. a 17. Inspection:The District shall have the authority to assign an inspector who shall CALL 2 BUSINESS DAYS IN ADVANCE ® SHEET NO: C-003 BEFORE YOU DIG,GRADE,OR EXCAVATE a inspect,check and verify that any and all work, including all materials to be incorporated FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 3 OF 84 a 3 c.,novo non•�nmo....�...,...:...,n,...�....o.,.......��r......•....•:,..,a...,.....„�n�...,..�a.... 1 1 PROP DRAINAGE EASEMENT INSTALL IRRIGATION LINE / TO MANHOLE IN PHASE 1 \ PROP BAKER LATERAL IRRIGATION EASEMENT CALL UTILITY NOTIFICATION �• CENTER OF COLORADO PROP LIMITS OF DEVELOPMENT - - \ \.'• \\ \` \� 1 -800 922 1987 , + ASPEN I I \ 1"\ `A / CALL 2 BUSINESS DAYS IN ADVANCE �- � i i i - � ' BEFORE YOU DIG,GRADE,OR EXCAVATE , i y , , PROP ROW FOR THE MARKING OF UNDERGROUND W -I \\ \ \ PROP DITCH EASEMENT I I \\ PROP 9'UTILITY EX PROPERTY BOUNDARY MEMBER UTILITIES. I I I \ ESMT(TYP) ¢ I \PROP 6'UTILITY V { o(If � I I r EX ROW �\ ESMT(TYP) \\ \\ \� SCALE: 1" = 150' }uj PROP TEMPORARY CONSTRUCTION EASEMENT 0' 150' 300' w m� w ¢ 1 1 a \ \ \ \\ \` Z O `�\ I I 5 ' 2s \\`� PHASE I ! LEGEND ` I I 25'DITCH&DITCH \\ \`\ `` PROP IRRIGATION EASEMENT ILK 2 �1� \ 7 \\� ACCESS EASEMENT \\ \\ `\„ / I I ■ ■ ■ ■ ■ ■ ■ ■ ■ PHASE LINE Q \\ REC NO.200030157848 \ \\ \\ (TO BE VACATED BY \ \ `�,. PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT / Q INSTALL ENTIRE CURRENT PLAT) \\\ `\\ \ I IRRIGATION LINE& _-_ � \ \ ' � ` \ \ FUTURE 10'REGIONAL TRAIL BY OTHERS P. I MANHOLES IN PHASE 1 \ II � \ ' P. L I BLK ` INSTALL IRRIGATION LINE \\ \ � _-- ' NOTES: „ V) TO MANHOLE IN PHASE 1 \ `� INSTALL ENTIRE 1 ° 9 0 \ \ `�� I RRIGATION LINE& \ �\ \ ` 1) REFER TO SHEET C-002 FOR MASTER LEGEND. I MANHOLES IN PHASE 1 _ ` \\\\ \ \ \ `\\ �� PROP LIMITS OF DEVELOPMENT C l _ �-t,�Tt-t 2) LIMITS OF DEVELOPMENT FOR THE PROJECT FOLLOWS THE PROPERTY BOUNDARY,GRASSLAND ROAD --�� - PROPBOTTOM(TOEOFSLOPE)OFNO.8DITCH EXCEPT WHERE OFFSITE IMPROVEMENTS ARE CALLED FOR AND DESIGNATED BY "LIMI `"INSTALL STORM SEWER - ` 1 \ OF DEVELOPMENT" CALL-OUT. w \ TO MANHOLE IN PHASE 1 I 2 \ ` ` \ \ - _ PROP TOP(TOP OF BANK)OF N0.8 DITCH w w r we I PROP EDGE OF I `\ PROP DRAINAGE EASEMENT NEW ASPHALT I \\ \ PROP CONC DROP STRUCTURE� W 1 1 z 7-- o 1 .•.. \ PROP DITCH EASEMENT - - s--- ` CONSTRUCTION NOTES: PHASE 1 MOORLAND WAY MOORLAND WAY r - ----- -� \ �/ �� I -- - -- - WATER � I I I EX EDGE OF a s 6 „ \\�` \i \ ❑W ASPHALT w 1 B 9 1) WATER LINES AND WATER SERVICES SHALL BE CONSTRUCTED TO THE EXTENT z o L 1 1 4 3 ? 1 6 5 1 ��\ \ \••. \.• SHOWN AND CALLED FOR IN PHASE 1. O I r¢ 1 1 1 1 0-1 w-- -- w _ _ \ \ "\ \ 2) WATER LINE STUBOUTS AT PHASE LINES SHALL BE CONSTRUCTED 20 FEET BEYOND j of w I i J 2 \\ `-- � \�`��\\ \ THE PAVEMENT AND TEMPORARY FIRE HYDRANTS INSTALLED, UNLESS NOTED w� zw - --- - NATURE PARK WAY \ \\ \\ \\ \ \ OTHERWISE. w Z O - -- _ 1 1 I PROP 9'urlury w 22 \PROP 6'UTILITY •. SANITARY SEWER 1 f ESMT(TYP) \ `\' ESMT(TYP) �� \ \ Q I I BLK 1 F 1 Q V 1 1 EX ROW z 1 1 1 0 �` \w .'\. 1) SEWER LINES AND SEWER SERVICES SHALL BE CONSTRUCTED TO THE EXTENT 1 ' 6 , 9 m „ z z I 4 BLK \ \ \ 1 ,;\\ \ SHOWN AND CALLED FOR IN PHASE 1. P. PROP ROW I w 1 PROP 6'UTILITY 5 4 "\\ 23 \ \ 1 _ 1 1 BaK -s. G I a• L__ ESMT(TYP) ` \ \ \\ I \_ \ 2) INSTALL SANITARY MAIN ONE MANHOLE PAST PHASE LINE AND CONSTRUCT v I PARKLAND WAY PARKLAND WAY z \\\--- 6 \\ \\\\ \\ 1 I \\\ MANHOLE WITH 5' STUB OUTS W/SEALED CAP FOR NEXT PHASE SEWER. w w ___ 24 1 \ 1 PROP DRAINAGE EASEMENT Q - - , - � r -- \ \\ EX PROPERTY BOUNDARY 1 0 1 \ 7 1 3) REMOVAL AND ABANDONMENT OF EXISTING SANITARY SEWER LINES WILL BE AT I \ PROP LIMITS OF 7 21 26 19 PROP 9'UTILITY \ PROP U UTILITY I I 1 �\ THE DEVELOPERS COST. I DEVELOPMENT PHASE I I I ESMT(TYP) ` ESMT(TYP) \ // (TO BE RANTED BY PROPERTY PIN / CURRENT PLAT) \\ i \ \ I I I 1 I` / PROP LIMITS OF DEVELOPMENT ROADS a a a a a a a _ \ \ PROP DRAINAGE EASEMENT \ 1 N 1474498.41 / � E3130198.98 \\\ I \\ 1) INSTALL TEMPORARY TURNAROUNDS AND 9-BALL SIGN (OM4-2) AT ALL MEADOW LARK ROAD ' 25 s x \` 1 \\\ /� I \; 1\ PROPERTY PIN \\ I' STUBBED OUT ROAD LEGS. t \ N 1473208.48 \ / / 1 E 3130531.87 CHECKED BY: JRG 26 \\ I I I I� PROP TEMPORARY STORM SEWER \ / 25'DITCH&DITCH 1 \ \ \ PROP DRAINAGE EASEMENT I I I I I I CONSTRUCTION 1 STORM DRAINS AND DETENTION PONDS SHALL BE CONSTRUCTED TO THE EXTENT ACCESSI 9 Z \� \1 / RECN0.200030 SN848 \\ \ I I 1 EASEMENT EX PROPERTY BOUNDARY I I I w I I w w 1 1 I I \ \ SHOWN AND CALLED FOR IN PHASE 1. 2 2 3 4 1 2 3 111 1 18 11 11 1 y i 27 (TO BE VACATED BY 11\\ \ ` I 1 I DESIGNED BY: JRG =O. 1 1 I 1 0 A 1 \ CURRENT PLAT) V \ \\ W W ILL \ I I I I I IW IRRIGATION DITCH & STRUCTURES, AND IRRIGATION PIPES x L - s_ J 1 _ s_ _ s __� BLK 1 I m I INSTALL 9-BALL SIGNS \ \ I I w I 4 II I I III (OM4-2)@END OF I S\ \\. z \\ I 1 I 1 IRRIGATION DITCH AND IRRIGATION STRUCTURES TO EAST OF THE SITE, AS WELL AS DRAWN BY: JRG AMBLE LANE AMBLE LANE AMBLE LANE I v I I PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT ( \ J \ I I I I� ) -- --- _> -- - ---- -- -- -- - 1 I I I .I TEMPORARY \\ EX PROPERTY BOUNDARY W \ PHASE I 1 I I I BAKER LATERAL AND SERRAMONTE HIGHLANDS IRRIGATIONS PIPES AND MANHOLES - _ s BLK I BLK BLK 1 „ TURNAROUNDS \ \ \ _ \ I I I I� � I I FUTURE 10'REGIONAL TRAIL BY OTHERS /Gy \ \ \ U Ill \ 1 I I I I SHALL BE CONSTRUCTED TO THE EXTENT SHOWN AND CALLED FOR IN PHASE 1. s z❑ O O 1 1 1 . MFq `\ \ . \ \ � _ \ 1 I I PROP DITCH EASEMENT I I 4 a I w e s I s s 4 I 16 1 z9 I I I Op \ \ Q U) \ ~ 1 I PHASE I qo \ • \ \ \ \ \\ \I 1 i GRADING I I EX ROW / U 1 RO \ \ \ U) I I I� INSTALL STORM SEWER --, `\ 2 I 1 I� 1) OVERLOT GRADING FOR ENTIRE SITE TO BE COMPLETED IN PHASE 1, INSTALLWATERTO \ `\ \\ \ Y I I I _TO MANHOLE IN PHASE 2 I \ I I CROSS IN PHASE 1 \ 2) ALL DETENTION PONDS TO BE GRADED IN PHASE 1. 1z 1 \ 30 I I .�. 2. „_ -.\ � ` ' \\ ` \``\ \ 25'DITCH&DITCH -_--_ I I I I I FIELD POINT WAY 1 1 INSTALL SANITARY \ \ INSTAL WATER TO 1 >� \\ \ ACCESS EASEMENT 1 PROP ROW _ - I \ SEWER&MANHOLE IN • \ ` \ 1 1 5 TEE INPHASE2 \ 2 \ \ RECN0.200030157848 / --_ --_ I PROP TOP(TOP OF EROSION CONTROL I 7 -w -- -- Q 1 1 --- 31 I I I EX PROPERTY BOUNDARY PHASE 1 / \ \ \`\ (TO BE VACATED BY , ---_ - - _ I i I' BANK)OF N0.8 DITCH 1) ALL EROSION CONTROL METHODS TO BE INSTALLED IN PHASE 1, EX EDGE OF ASPHALT O 1 I 1 / 5 \` TEMPORARY \ `\ \CURRENT PLAT INSTALL WATER TO x INSTALL 9-BALL SIGNS o I _ INSTALL 9-BALL SIGNS 1 ; / TURNAROUNDS 50' \ ) TEE IN PHASE 2 m I w 1 (OM4-2)@ END OF I (OM4-2)@ END OF U I TEMPORARY 1 6 \ RADIUS(TYP.)TO BE \ \ j I I I 1 I j PROP EDGE OF NEW ASPHALT ¢ TEMPORARY 1 I 1 \ O /° PROPERTY PIN PROP DRAINAGE EASEMENT I I SIDEWALKS I I I d TURNAROUNDS TURNAROUNDS \ � a PROVIDED IN PHASE' / I PROP BOTTOM(TOE OF PROP DRAINAGE EASEMENT BLK \ N 1472837.81 / I I I I 1 INSTALL 9-BALL SIGNS OM4-2 WHERE ALL SIDEWALKS TERMINATE. _ - 32 \\' a `\E 3130794.74 SLOPE)OF N0.8 DITCH ) ( ) 1 1 x 33 �i \ ✓�\ \ \\ \\\` \\ PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT I� I I PATHWAY LANE PATHWAY LANE PATHWAY LANE / \ FUTURE 10 NAL TRAIL BY OTHERS ` w w INSTALL SANITARY 5 34 /�i INSTALL STORM SEWER // \\ 5 `\ / REGIO I J BLK SEWER&MANHOLE IN 1 6 BLK TO MANHOLE IN PHASE 1 , 0 1 ❑ I 1 s O PHASE 2 ' ( ' ' 0 __--- X\ ",/ s ` i 1 ;M CONSTRUCTION NOTES: PHASE 2 ¢LLJ O 4 3 z " )1) 4 I _- PROPERTY PIN \ \ EX PRESCRIPTIVE WATER x x I PROP BAKER LATERAL4 PROP 6'UTILITY - \ 6 �..I I I I I� N 1473996.97 I / Z I I IRRIGATION EASEMENT ESMT(TYP) 1 I o ``� 1 / ' ILK , / \ `\ ] \ ` \\ \ \ \ \ it :� 1 i I 1) REMOVE TEMPORARY HYDRANTS AND INSTALL WATER LINES AND WATER SERVICES TO THE x w I 1 I y \ E 3130230.01 I `f PROP DRAINAGE EASEMENT EASEMENT m� I I■ ■ ■ 111■ ■ PROP 6'UTILITY \ \ I 1 ,/ / \ \ \ ` PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT I I EXTENT SHOWN AND CALLED FOR IN PHASE 2. z O INSTALL ENTIRE p TEMPORARY ESMT(TYP) \ `�\ \\ I I I I x I I RRIGATION LINE& TEMPORARY 1 `, ? ' B ° \ B O TURNAROUNDS 50' �� o I RADIUS(TYP.)TOBE \�\ \ INSTALL SANITARY > \ \ FUTURE 10'REGIONAL TRAIL BY OTHERS ! I 2) WATER LINE STUBOUTS AT PHASE LINES SHALL BE CONSTRUCTED 20 FEET BEYOND THE I I I MANHOLES IN PHASE 1 TURNAROUNDS 50' ' PROVIDED IN PHASE 2 INSTALL STORM SEWER& \\\ \ I \ / �P PAVEMENT AND TEMPORARY FIRE HYDRANTS INSTALLED, UNLESS NOTED OTHERWISE. I RADIUS(TYP.)TO BE � I \ < SEWER&MANHOLE IN ,\ , 1 MANHOLE IN PHASE 1 \ \\ 36 \ \ pHASE 1 0 \ I OULUNa KULONA E PROVIDED IN PHASE 2 � 1 J PROP6'UTILITY \\ \ `\ �� 1 I I II I� SANITARY SEWER Q I 1 _ _ ESMT(TYP) 11 \ \ I I I I � / NSTALL WATER TO 11 -----_____ / \ TEE INPHASE1 �/ \ \ )y I I II I 1� 1) SEWER LINES AND SEWER SERVICES SHALL BE CONSTRUCTED TO THE EXTENT SHOWN AND 0 I = PA0< RKLAND ROAD 1 PROP 9'UTILITY 11 r \\ / // / \ ` `\ \\ I I I 1 I CALLED FOR IN PHASE 2. 1 ESMT(TYP) I I 1 `\\ \\ / 6 /./ \\ \\ \\ I I flTITF[ w ^I \ �- \ \ \ \ \ ` ,EX PROPERTY BOUNDARY I I I I 2) INSTALL SANITARY MAIN ONE MANHOLE PAST PHASE LINE AND CONSTRUCT I ILL I w. w. - w 1 I • �'� PROP 9'UTILITY 13 s(, \s, 11 \ I I I I I� , I I i. \\ 3a / 5 ESMT(TYP) ti/� \\• \ I III I I MANHOLE WITH 5 STUB OUTS W/SEALED CAP FOR NEXT PHASE SEWER. I� / I O `I 14 1 "uNir I I z 3 a s s B 9 m 1 I I \. \\ 6, / F9 z \ \ \ I I I I I I II ROADS J PROP DRAINAGE EASEMENT I I I O I I � I �� -ESMT TYP ILITY - II I � � \ � \`\ � / U,/ 4 // ,6 / SOP p/2 \ \\ \\ \♦ I (� ! I I I 1 ( 1 _ 1) REMOVE TEMPORARY TURNAROUNDS AND CONSTRUCT PHASE 2 ROADS. a 1 I I 1 I \\ 3 /,/ ,6 / �\ \\\\ \\ \ 1 1 _ \ \ 1 \ 2) INSTALL 9-BALL SIGN (OM4-2) AT ALL STUBBED OUT ROAD LEGS. U) U u I I PROP 9'UTILITY Q 00 00 00 0 00 0 „ I I I 26 ESMT(TYP) 23 22 z, zo ,9 is n 16 15 I I ` \ / S\ \\ \ \ \I 1 1 1 I PROP DRAINAGE EASEMENT \ \\ 0 � 6 ` \ \ \\ \ \\ \ PROP LIMITS OF 1 a,ar R, I 1 \ \\ \ \ • / MATCH LINE \s \ \ \ 1 DEVELOPMENT STORM SEWER --_ __ / 5 // „ \ 15 \ `\ \\ , •. \\ \I 1) STORM DRAINS SHALL BE CONSTRUCTED TO THE EXTENT SHOWN AND CALLED FOR IN J I� 1 i w ' _ THIS SHEET (LEFT) / BLK ,' `\ \s \ \ \ \ PHASE 2. PATHWAY ROAD \ O c, t L---- -------- _____-- \\• `\` `\ �� _ J I`----- L- i / \ \`\ \ \\\l 11�1 EROSION CONTROL z - r- �- 25'DITCH&DITCH \ \\ - , � 6 ' \ ` \\\ 11 i 11 ` 1) ALL EROSION CONTROL METHODS TO BE INSTALLED IN PHASE 2, PER SHEETS C-140 & U w -PROP LIMITS OF ----- w w_ w w "' ` Icy w 1 I ACCESS EASEMENT \\ .\ PHASE I i F lil z DEVELOPMENT I \ \`` \ r---- --- ---- ---� r- / \ '\ I� I I I C-141. REC NO,200030157848 \ \ \ I I z I 1 I > I a s s o \ \ . \ I I PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT \ \ PROPERTY PIN 1a. w EX PROPERTY PROP 6'UTILITY \ (TO BE RANTED BY C \ \ \ I 1 , \ \ I M I 2 \ I I 14 13 12 1, 0 \ I N 1472120.73 SIDEWALKS BOUNDARY p ESMT(TYP) Q Q� A� \ CURRENT PLAT) \\ 1 I z2 o s 1 V \ 1 LJ.. w - i \\ 4\ \ 1 E 3131459.37 a /� w 3 \\ \ \ 11 \ PROP DRAINAGE EASEMEN I I i 1 \ I I 1 1) INSTALL 9-BALL SIGNS (OM4-2) WHERE ALL SIDEWALKS TERMINATE. O \1\\\ i I FUTURE 10'REGIONAL TRAIL DITCH CROSSING BY OTHERS \ J 1 I I c=i j x I P H AS E 11 4 \\\ \\`\`r \\ PROPERTY PIN I 1 I �/ a ,// 9 / (/ \ \ I I '\PROP CONIC DROP STRUCTURE o 1 I z s 4 / \\ ` \ \ N 1473208.48 CLIPPER WAY / I \ j \ ` 1 1► 0 i I I w ell � � \\ 1 11 � \ E3130531.87 = \ � �\ \ ` I� � 1 � CONSTRUCTION NOTES: PHASE 3 o EX EDGE OF j ai `- - - -w / \\\ I \\ \ W -- -- r---- ---- _ \ a / 1 ` ` I I I I� WATER 0 ASPHALT I I \ I z W 1 -1 / z° ' `\\ \ \\ J I PROP LIMITS OF l 1 1 1 6 1 i I ' I 1 �\ i 1 ° °"° I i I� 1) REMOVE TEMPORARY HYDRANTS AND INSTALL REMAINING WATER SYSTEM. a PROP EDGE OF WALKING STICK WAY s `� \ \ I I DEVELOPMENT 1 I I 31 I I I I I I II M NEW ASPHALT I 6 \`� INSTALL 9-BALL SIGNS \\ �\ `\ \ U W a I I " 1c 1 ' I I I _L SANITARY SEWER N II I � ` 1 I \! \ � 2 EX PROPERTY 1 I I I IN Bs `I I I I I� \ (OM4-2) OF \ I = \ Q (q z BOUNDARY 6 2 I ] 1 2 I 10 I TIE INTO SEWER STUBS AND INSTALL REMAINING SEWER SYSTEM. TEMPORARY \� EX PROPERTY BOUNDARY 1 p l BLK I EX PROPERTY BOUNDARY I o a I zo I I TURNAROUNDS \ \ \ (_0 1 ¢ ❑ I 1 I o II 1 3 a s s s s m o O O ¢ PROP 6' 1 zz 1 I I 1 I ROADS a \ I I ��\ MFq �� \ \ \ = x 1 BLK O I 1 1 ❑ I I I a I I I / oll �� \� \\ I 3 1 9 I ,9 6 1 x I 3 1 UTILITY I 9 1) REMOVE TEMPORARY TURNAROUNDS AND CONSTRUCT PHASE 3 ROADS. z I \/ I _ _ - _ / RO ` \. w BLK 1 w I ESMT 1 1 _ BLK \ / q0 \ \\�`` \ > s I z I (TYP) IF 1 ' I I 25'DITCH&DITCH 1 _ _ _ _ 20 C INSTALL WATER TO \ \ III�A� 1 O I ` --- --- - p 23 I I ACCESS EASEMENT STORM SEWER\ ❑ E I 1w11LL 1 I ❑ REC NO.200030157848¢ I cROss IN PHASE 1 � \ \ a 1 1 0 4 1 1 9 4 --� ¢ 1 I I TO BE VACATED BY 1 INSTALL REMAINING STORM SEWER IN PHASE 3. v ❑c[ I 1 z2 -.. - '-\ ' \ ` \ 25 O 1 N I 31 31 w ' 1 ( ) U ¢w 1 I 35 34 33 32 31 30 29 28 27 26 25 24 23 \ m 1 I PROP 9'UTILITY g E O I o INSTALL SANITARY �� \ \ q x1 I -- CURRENT PLAT) o I 1 MT TYP x PROP 6' a W x x SEWER&MANHOLE IN `\ 2 `\\\ `\ R = I I I I 12 I �IES ( ) 6 3 �9 � I Y' SIDEWALKS J 5 _ F UTILITY I r¢ 5 I I 0 I 1 1 1 I \ rn xw L 1___-_____--r �_ w 5 PHASE / �\ \ \ \ \` \(T x¢ g I I I ! E I ESMT-f I 1 1 1) REMOVE 9-BALL SIGNS (OM4-2). m w¢ / ! \ TEMPORARY \ \ C m -----J L ---- ----J - w l 1 (T\'p) r m z 9 /" TURNAROUNDS 50' \ ` z _ 6 O \ I I I I I I 1 U z COff` / RADIUS(TYP.)TO BE I I a I 12 '\ I II W E F IRRIGATION LINE& MORNING STAR DRIVE - - - a PROVIDED IN PHASE 2 - - I I - - GREENSPACE WAY PROPOSED 50'TRAIL AND NATURAL 1 I� �Q a \ I I I PROP DITCH EASEMENT of PROP ROW INSTALL ENTIRE M- ' B ! m BLK '„ ` '' AREAS BUFFER EASEMENT o �EX ROW _ -- I I " 3 �\\ \ s \\ f`w - w -- " -- - -- w - - w- t1 1 I Q 0 \ I I - MANHOLES IN PHASE 1 I ' 3 I I 1 a INSTALL STORM SEWER 9 / \ � 1 FUTURE 10'REGIONAL TRAIL BY OTHERS--- 1 a, 2 3 4 I I %111 4 _IF / PROP LIMITS OF , aBLK PROP 6'UTILITY 1 1 1 ITO MANHOLE IN PHASE 1 s sI I 11 : PHASE4 5 fi ] 8 9 2 3 \ , �� / � \ � 1 DEVELOPMENT PROP MSE * ESMTI I (TYP) I \\O 1111 ///// - - WALLS w L--- ---- --- --- -- - ------ ---� 1 z] 1 1 O\\\ \� RE(i - - _, r 0 1 / / / \ \s \ ---- --- --- --- ------- -- �•• 3 I I I I 0 0 0 00 0 �0 0 0 1 0 0 00 00 1 w Z r--- -� 1 I , O,. R " �``• o / , / \ 1 BLK 1 PROP TOP TOP OF s s / I ,s n 16 15 is ,a 12 11 ,o I zs 25 24 23 \ ,G \ \ I x 1 28 '5 I I I BANK)OF N0.8 DITCH V O� A „ to \ s PROP LIMITS OF ¢ 1e 1s 14 13 1z 11 10 9 I _ 1 PROP LIMITS OF / w \ INSTALL SANITARY A \ I DEVELOPMENT j /11 I DEVELOPMENT Q \ PHASE 1 , / I ® _ J 1 z SLOPE)OF NO. DITCH • 0 If III \ �' SEWER&MANHOLE IN P , 9 / ^ PROP BOTTOM TOE OF - i Fri I I � x 36 \ 5� / \ n I„ 29 I I : I v • � \ I KAKY / L <c/ZF o, EX PROPERTY �� PROP 9'UTILITY w 3s '{ \\, s. Pw e PROP 6'UTILITY 1 \\ CONSTRUCTION EASEMENT I I' \ / �OQ` .•'••��` <u BLK ¢ BLK „j / NSTALL WATER TO ESMT(TYP) \ I FIELD VIEW ROAD \ \ w I I BOUNDARY / ESMT(TYP) / \ x 1 , -" , \ TEE IN PHASE 1 , /ANAL 8 9 / 19 20L2122 23 24 25 26 2] 28 Q2] 28 29 30 3, 32 33 34 3 \ w w - w - / IO //- - - -- LL I - - - -- - 3'w s w PROP 9'UTILITY 3 I I 1 a3 3] s 5 a 33 3z o PROP LIMITS OF DEVELOPMENT w w w _TRAIL CRO S NG LANE 6 / s ESMT(TYP) 1 < TRAILS CROSSING LANE 3 L- - 1 -- w - w - �w BLK w =-I w-- w - ,„ - w 39 ✓ / B6 / / 4 'GG 0 j PROP CONC C&G W/2'ASPHALT PATCH j j 1 PROJECT NO: 105001 TEMPORARY GRADING& L--- -------- --- --- ---- --- --- I I // / E o BAKER I „ ,° I , O DATE: AUGUST 7, 2024 m BAKER I ACCESS EASEMENT 1 a] as as as 43 az 41 as / // // s �O I 1 - s LATERAL I REC.N0.200030106735& Q IRRIGATION I I_- I REC.NO.200030138542 - _ - _ - - - - 3 RICHARDS LAKE ROAD ° EASEMENT -- -J -- -- -- -- x, // 6 \\� OP LIMITS OF DEVELOPMENT- - - - - - G C""O IL - - _ - - - / ,' , Q pR EX 15"SANITARY SEWER (TWO LANE ARTERIAL) PROP CONC WINGWALU RETAINING WALL SHEET N o. 04 30'SLOPE EASEMENT - - - _ / rZ� _ _ _ _ _ - REC.NO.99045031& _ ® / / PROP LIMITS OF DEVELOPMENT EX PROPERTY BOUNDARY ¢ - BRIGHTWATER DRIVE BRIGHTWATERDRIVE • I MATCH LINE THIS SHEET RIGHT �� „ REC.NO.99045032 Y = -\ _ - z / ( ) 15 SAN 15 S, OF 84 a EX SECTION LINE Street Cut Note KEY MAP - 1" = 1000' _ _ _ _ _ _ _ _ _ _ _ _ -F� - _ - -r`- F0 F� Fv �� FO o �� Fp �� Fp�� - LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS - \ F DOUGLAS RD - - — � lvv — ARE TO BE DETERMINED IN THE FIELD BY THE CITY — ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN =— 86— _ ——== ACCORDANCE WITH CITY STREET REPAIR STANDARDS. Ld W • II�� till' EX N0. 8 DITCH CULVERT WITH WINGWALLS, PIP I ' SPEN \ I 3z� v EX N0. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM 1 I _ \\ li - I ) � u DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52 a ■ Ind L ,\ (SEE GRADING PLANS) _ II - \� // J / / - - J I I I I I /I/(iii I I �I II \ 1 \ \I \1 \\ I �) l // /l I I SCALE: 1" = 100' t �t4 7�� ~ \ III �I ♦ I \� I(/ 0' 100, 200' ter\ ♦ I PROPOSED LIMITS OF DEVELOPMENT i - I / / / 1 ( J J/' ,4, fjlllll// "g \ > o 1 I r EX OVERHEAD ELECTRIC, PIP I I I 1 I �1 I 1 \ I I > �r I I I I I I I I I / \\ \ I � ILL I I I IIIII EX OVERHEAD ELECTRIC, TO BE RELOCATED UNDERGROUND STARTING HERE, GOING SOUTH) , \ 1 1 \ I I I \ \ I 1 - I I III! ( ) EX DITCH DROP STRUCTURE&STORM PIPE,TBR NOTES f EX PROPERTY LINE ! I \ \ / \ 1 I I\ \ \ 1 \ J \ \ 1 \ \ \ \ \ \ \ \ \ \ \ I J \ \ 1. SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS,AND MASTER LEGEND. Z 1 I Y 7 4 DIA. STORM MH \\ \\ \ O I 1 \ \ \ 1 \ 1 1 I I ) I I 2. EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED,AND RE-PLATTED. PLEASE II\1 I , r 8 24" RCP, 48 LF 1 \/ \ \ \ \ \ \ I \ \ I I I CID ` / / REFER TO SUBDIVISION PLAT FOR THIS PROJECT.CID w 3. CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL, O �II 111 G v A I 1 � I � / / / OR ABANDONMENT OF EXISTING UTILITIES.co � I III 1>>\� \\ \ `; 6 540 SF ;\ \ \ I \ \ 1 ' I ) I J I J I / / // // / 4 PLACEEM NOT SHOWN TO BE REMOVED,ADJUSTED, DEMOLISHED,OR ABANDONED,SHALL BE PROTECTED IN 1 I I \ I I 1 ti=� \ !111§hit 5. THE EXISTING NO.8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.\�\\\\\\ ♦ \ \ ) / / I / ( I / / / // CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR �� I J / / / / / COMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH,SO AS NOT TO INTERRUPT SERVICE OF LARIMER \ 00 \ \��\\\\\\�� ♦ 11 \ \ \ ( I I / I I / I // / WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS. *Z / \ '��\��\\�\�� \ �\\\\ \ /\ 1 1 \ I / I / i 6. NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT. \\ BEGIN PROPOSED SAW \\\\�\\ \ \ ^ / I I I I / I I C J / i i HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S)IS FOUND,THE SYSTEM(S)WILL NEED TO BE REMOVED PER THE CUT LINE/ASPHALT \\��\�\ \ \ \ \ \\ 1 \ I h I I I I I f I l / i / i LARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS. REMOVAL AREA \\\\\ \� ♦ \ I / r I I I CHECKED BY: JRG \ \ 7. CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES, \\ \\\\ \ I I PROPOSED SAW CUT LINE \\\\ \\�\\\� \ \\ EX 25' DITCH & DITCH ACCESS EASEMENT PRIOR TO CONSTRUCTION. I &ASPHALT REMOVAL 1\\\\\\\\\\\�\\ \ \ I I I \ / / / �� / DESIGNED BY: JRG AREA 29,303 SF TOTAL ' REC N0. 200030157848 / \ ( I I I \ 1 I I I / / / / / i 8. KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007. I / I ( \ \\ ��\ �\\\ \ \ (SEE PLAT FOR RELOCATED DITCH AND ALONG TURNBERRY ROAD) \\��\\\\ \�\\ \ \ DITCH RIDER ROAD, CONTAINED WITHIN \ \ ` ( I \ I I / / / i i 9. THE EXISTING NO.8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS,ALONG AND WITHIN THE EXISTING DRAWN BY: JRG lk NEW PLATTED DITCH EASEMENT) \ \ S \ / \ I 1 I II I 1 / / � / / i ,� DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY EX GAS: CONTRACTOR TO COORDINATE \ \ \ \ \ \ \ \ i 1 I I I / / / / / i , / i MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH,SHALL BE REMOVED AND DISPOSED OF \�\\ WITH DRY UTILITY ENTITY ON RELOCATION \� �\ —�\\ \ \\ �\\ \ \\ / A\ \ \ \ \ \ I\I 1 1 \ \ i / / / / / / / / i PROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE 4 TO UTILITY EASEMENT ON EAST SIDE OF \ / EXISTING DITCH,SHALL BE UTILIZED ACCORDINGLY. TURNBERRY ROAD ��34 ��\\\\\� \\ \ 11 \` 3< \ \ \ \ 1 \ \ \ \ / / / / 10. STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL,AS MATERIAL APPEARS TO BE UNDOCUMENTED. \\ CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR �EX PROPERTY LINE/ROW \\�\ \�\ \ \ �j \\ \ / \ \ \\ \\ \\ \ \ \\ \ \\ \ \ \ \ // / / / // / UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES,WHERE \ \ \ \ \ � / / / APPLCIABLE. JUNK,DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE I 10 \\ \\\\\ \ \ \ \ \ / / / // // / \\ \ \ \ � \ / \ \ \ \ \ \ USED IN FILL OF SITE OR WITH DIRT OPERATIONS. �} I PROP ROW \ \� \\\�Z \\�\ \ s9 ♦ \ \ \ \ \ \ \ i�\ \\ (,, \�� 11. PIP=PROTECT IN PLACE I EX FENCE& POSTS, TBR \ �11111A \\\\�\ t\�\�\\\� \ \.6 \ / \ \\ \\ \ / / I ( ALONG ENTIRE WESTERN \ 1' \\�\\\\�\ ' \ \ 8\ \ \ \ \ \ \I \ \ \ I\ / / / / / / / 12. TBR=TO BE REMOVED i I \\\\ \ \ \ \ \ \ \ \ \\ \ 6INNr \ \ I ( BOUNDARY,AS \ \�\��\\ %!A0\\\\�� \ �\ 13. THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FORa, THIS PROJECT. I APPLICABLE \\Q\\\\\\ \\�\\ \ \ \ \ \ \ \ \ INN ��}}PROPERTY BOUNDARY \ / / / / i.�\\ \� \\ / EX FIBER OPTIC&GAS: CONTRACTOR TO COORDINATE WITH \\ \ O DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT \ \ \ \ I ZI\\ ON EAST SIDE OF TURNBERRY ROAD Ao ; S� ,,. \ \\ \ �\ \ \ \\ \ \ \ / / LEGEND \ � ,Q � � � \ \ \ / / / / / / / ■jam^ I"' PROPOSED LIMITS OF DEVELOPMENT �. \ � \ \ \ \ \� � / / / / � / ,11 EX OVERHEAD ELECTRIC �� \ ` \ \ \ \ V / / / // / / / / / ASPHALT REMOVAL I I \\ \\� O sR \ \ \� \ 1 \ \ \ / / / / / / / I TO BE RELOCATED UNDERGROUND \ p \ S\\�� G� '\ \ // / / / / / / / IND \\\\\ �` \ \ \� I \ I\ \ \\\ \ \ \ / / - —� / CONCRETE REMOVAL 0 p am mm \ \\\� \\\\�\\\ \ \ \ \ \ \ I U EX CMP STORM DRAIN PIPE AND CONCRETE INLET, TO BE REMOVED AND �\ �\\\\\�\ \\�\\\\\\\� � ^ \ � � � �' � \ \ � \ \ \ I REPLACED WITH NEW RCP STORM SEWER LINE(SEE UTILITY PLAN) \ \ / / / KEY NOTE LEGENDLo Z I \ `\ \\\�\�� \\�� - - - EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED \ \ / -f— / / / / / O EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE Z EX MAILBOX, CONTRACTOR TO \ \��\ \�\�\ �� \ / 6 AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. - ` ��_ W COORDINATE RELOCATION WITH USPS \\ � \ 5= ram, — — _ ___ EX FIBER OPTIC OR TELEPHONE BOX/PEDESTAL, RELOCATE& w I \� �� OLD DITCH TO BE FILLED-IN SEE GRADING PLANS - — -= _—_ - / i // / / 2 J ( ) - ` ❑ , / / / / / / O ADJUST TO FINISH GRADE ..� = EX TREES&SHRUBS,TBR(SEE SITE&LANDSCAPE PLANS FOR '� i ♦ 3 w I I X" _� FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)EX ROW10 2- - _ - - - - - -\ �� -� � � EX UTILITY SERVICE/MARKERS OR MISC.POSTS,TO BE REMOVED&a I \ �� \ \ 11 � �— Iyv — O RELOCATED,AS APPLICABLE i U I I PROP ROW \ \ �' � � - - - - - - - � �� \?\�\��\ _ - _ �` PROPOSED LIMITS OF DEVELOPMENT o I \IN- — \ ) ��\� \ \�\\ \ — I` — — — — _ _ — — — — — — — — _ — —��` ��, O5 EX IRRIGATION STRUCTURE TO BE REMOVED A o U I I \ 1\ / I\ —� �e\\\\�\\\ \ ` — — _ _ — _ — — — — — ® � EX RIP RAP TO BE REMOVED AND REUSED(SIZE AND AREA(SF)ON O _ — _ ,i / / / O PLANS) LL I EX ASPHALT REMOVAL AREA ( ) O M \ (29,303 SF TOTAL ALONG TURNBERRY ROAD) \ \ 1 / I \ \\\\\ LO \ \ EX STORM MH TO BE REMOVED SIZE NOTED ON PLANS 0 : EX OVERHEAD ELECTRIC, \\\\\ — — — — _ _ _ — _ / / 8 EX CONCRETE STORM DRAIN TO BE REMOVED(DIA AND LENGTH o \ i , / / O NOTED ON PLANS). U) V TO BE RELOCATED UNDERGROUND ,\ \ \ I \\\\ 5 �� _ - - - _ _ - _ _ - _ _ _ � �� / // \ \ \ PROPERTY BOUNDARY \ \\ \\\\\\ 56— / O9 EX CONCRETE TO BE REMOVED(SF NOTED ON PLANS) w 3 \ \ I I \ \\\ - - - - - - - - - - - - / 55 — — — — — — _ _ _ — — i / i ' i 10 EX DIRT/GRAVEL DITCH RIDER ROAD(TBR&RELOCATED TO EAST) Z 7 �EX MAILBOX CONTRACTOR TO - _ - - - - - - - �' z 0 Z I \ 1� — — — — — — — — i , EX SOD,JUNK,OR MISC. DEBRIS LOCATED IN OR ALONG DITCH O U) { 4 COORDINATE RELOCATION WITH USPS \ \ J �\ ` -54- \\ - - - _ / i / 11 ) o \ ` (SEE NOTE 9 1-- 4 \\ \ I \ — -S3� — — i / — / EX WATER SERVICE,REMOVE AND ABANDON AT THE MAIN U I w I 1 1 I } / — — — — — — — — — — — — — — — _ / / 13 EX DOG WASTE STATION OR SIGNAGE/POST,TO BE RELOCATED -� X I 5 14 ADJUST VALVE AND VALVE BOX TO FINISHED GRADE U z ' I 4 \ ` I I 1111\\\\\ %\�\\\\/ 5 — _ _ _ f ' / /// 15 REMOVE EX ASPHALT PAVEMENT W \\\ A — / // �y 16 REMOVE EX SIGNAGE 0 EX FIBER OPTIC&GAS: CONTRACTOR TO COORDINATE WITH I \ 1 ��\�\ \�\\\� -_/ // REMOVE EX CONC CROSS PAN AND CURB AND GUTTER(SF NOTED \\\ \\ DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT \ \\\\ 17 IN PLAN) ON EAST SIDE OF TURNBERRY ROAD I \ /\�\\ _ i // EX IRRIGATION DROP STRUCTURE(TO BE ABANDONED IN PLACE, \\\\"��UwuumiU�p y EX 25 DITCH &DITCH ACCESS EASEMENT O AND COVERED UP WITH FILL-IN OF EXISTING DITCH) `�� P•....... X ��. I I I \ \\ \ \ EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED - - / pF;.• R �1► �� 4i , REC NO. 200030157848 ` \ — EX INLET AND STORM PIPE FIELD DRAIN(TO BE RELOCATED TO o I AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD / — - 19 EAST OF NEW RELOCATED DITCH,SEE GRADING AND UTILITY O;' 0r o ' 15 EX ROW (SEE PLAT FOR RELOCATED DITCH AND )1I11 Il\I 52. OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS) - PLANS) = ' DITCH RIDER ROAD, CONTAINED WITHIN `I�(+II _ - PROP ROW I 1\I II I I / EX FIRE HYDRANT, RESET TO FINISH GRADE;OR RELOCATE TO NEW PLATTED DITCH EASEMENT) / 1 111111111 I I I — ��/ _ — 20 PARKWAY&SET TO FINISH GRADE(SEE UTILITY PLAN) `O ; PROPOSED LIMITS OF DEVELOPMENT / \ III�IIIII�I I I - J i - / •��•• •••••• '�� EX UNDOCUMENTED FILL(SEE NOTE 10) III I — I o DATE: AUGUST 5 2024 l PROJECT NO: 105001 LJ o MATCH LINE I1 1 / 1 h I �� ✓ �f 1 ) SEE SHEET C-006 SHEET NO: C'-005 I I 1 � �/ 1 L�II�I �°' � 11 ,�,I�i� a6 �� "�i�J ��t lid ; � — i 5 OF 84 a I I t // . •— '/ J� / / - `f� MATCH LINE KEY MAP - 1 1000� I IIIIIIIIIIIII l�jllll \ / Street Cut Note " _ T `�=`�� I III ( ( / -111 _ I / j /' SEE SHEETC-005 / /� III 1111 -� LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY �—� ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ; '6�3d�\ \ ///� !e► '� • a i� �/ �} ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 1 I W t r • � PROPERTY BOUNDARY 15 I / Z✓ SPEN EX ASPHALT REMOVAL AREA ` > ( _ `o • 1 (29,303 SF TOTAL ALONG TURNBERRY ROAD) - / � / / I III III III\ `` � �� )� II(, )/ 1 ,— — � ,1j,f•)�� 45'�_—_ �"-- _�o� ,'�,• ;. • EX FIBER OPTIC&GAS: CONTRACTOR TO COORDINATE WITH / ' // �'10 II�III \\\\\\ 1� \ � © \fit ')Ilh/ / i ' — — - — — — — — / �� \ — /�/%/� d it+off • I.I DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT / / I� \\\\\�\" ` l 1 \ � \1 (c )IIII / — 1 / `3�I \ \ I I t/�1 �1�) � �>)� II t,,I. � �� 9! - I I I ON EAST SIDE OF TURNBERRY ROAD \ I�NI / ' CF));) \\\\\\\\ \\\\\\\ \ \l (Iw ")JI f / h t�— \ I SCALE: 1 ' - 100 t i 3 I = I PROPERTY BOUNDARY EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED \ \\\\ \\\ \ \7 11 � \le�/��/ / '9 , �; AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. \ \\ \ I \ I r o� �i:�/l _ _ I 0' 100, 200 f .�/ 1 OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS) \\� \ l / / _ ) I I � 051�� g \` \ c \ Q PROP LIMITS OF DEVELOPMENT �, o,�,h,� rn I \ 'ago I o I \\\\ 1kc bro — = - 11 I- - � — — J_ _ \ \\ _ - i 1�� 1 \\ \ / / / _ _ NOTES 15Ij�1 NI 1� ( I I 18 \\yl I I \ 41 // / 1. SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS,AND MASTER LEGEND. r\ v, L co I 11 l— II I I _ �- _ 2. EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED,AND RE-PLATTED. PLEASE EX ASPHALT REMOVAL AREA I 1 \ I ( I ( ( I I / I / 1 // I Illi I� 1 �/ / �_ REFER TO SUBDIVISION PLAT FOR THIS PROJECT. `D� I (29,303 SF TOTAL ALONG TURNBERRY ROAD) 3. CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL, O OR ABANDONMENT OF EXISTING UTILITIES. IIII \ / I , ► I I I , , , I / , / 1 , ,- 10 I �111�11 I'��\�� \; �F - I I 3 12" / / ) 1 ) l I I ) I I I \ I / / / )(I `\\ /�� I 4. ANY ITEM NOT SHOWN TO BE REMOVED,ADJUSTED, DEMOLISHED,OR ABANDONED,SHALL BE PROTECTED IN �/` ) EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED PLACE. U 1 \ ) \ \\ AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. w 4 ` ` � \ f < \ ` � � \ \ � \ ` \ � \ I �\ 5. THE EXISTING NO.8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN. Q OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS) CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR \_ w COMPLETION OF THE NEW DITCH AND FILLING IN THE OLD DITCH,SO AS NOT TO INTERRUPT SERVICE OF LARIMER 3 WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS. *� w I 3 30 —\ �- 6. NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT. x HOWEVER, IF AN EXISTING SEPTIC SYSTEMS IS FOUND,THE SYSTEMS WILL NEED TO BE REMOVED PER THE - - LARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS. 5 � / / / /� �� \\ \\\ \\ \ \ \\\�\\\\\\ \\\ \\\\\ \ \ \ \ I \ \ \ / _ / CHECKED BY: JRG o , 1 / / / \ \ \ \ \ \ y�\\ \ \\ \ \ \\ \\ �\\ / 7. CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES, w �- I / / \ \ \ \ \ \ \ \ \\ \ \ \ \ \ g \ \\ \ \ \ \ 2 � � - -\ ( \\\\\ / / �_ - .� � PRIOR TO CONSTRUCTION. \ / ,o i ' DESIGNED BY: JRG I 4 3 40" / // // // i/ \\ \ \\ \\ \ \ \ \\\\ \ \ \\\ \\ \\\\\\\ \ \\ QS �\ \ \ �\\\\ / 8. KEYNOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007. I E I / \ \ \ \\ \ \ \ 9. THE EXISTING NO.8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS,ALONG AND WITHIN THE EXISTING DRAWN BY: JRG I 1501 \ \ \ \ \ \ \ \ \ \ \ \ Ss�S�7° \ \ \ \ \ \\ / 5 / \ \ \\ \ \ .s,s A \ \ \\ \\ ( I DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY 15 I I / \ \ \\\ \ \ \ \ \ \ 6`S9S6S� � \ \\ \ \ \ \ - _ _ -, - �� I , / M / MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH,SHALL BE REMOVED AND DISPOSED OF I — — \ \ \ \ \ \ \ \. \ \s2 s, °, \\\\ \\\�\ \ \\ �\ 43 \\ I / / PROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE U I I I I I / \ \ \ \ \ \ \ \ \\ s� \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \\• I / / EXISTING DITCH,SHALL BE UTILIZED ACCORDINGLY. \ \ \ \ s \ \ \ \ \ \ \ \ \ \ \ \ I I I 10. STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL,AS MATERIAL APPEARS TO BE UNDOCUMENTED. 0 I I EX FIBER OPTIC&GAS: CONTRACTOR TO COORDINATE WITH \ \ \ \ \ �\ \ s \ \ \ \ \ \\ \\ \ \ \ \ \ \1\I\\\\\ \ \ \ 3 \\ \ \ \\ \ \ \ \ - _ \ 10 \\ I I I CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR 1 DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT \ \ \ \ 6' _ \a \ \ \ \ \\ \ \ \ \ \ 11`�\\ �\ UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES,WHERE 1 I ON EAST SIDE OF TURNBERRY ROAD \ \ \ \ \ \ 6p _N 1 1\& I / APPLCIABLE. JUNK,DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE \ \ \ \ \ \ \\\\ \\\ \ \ \\ \Ill\IIIII\% I \ I / USED IN FILL OF SITE OR WITH DIRT OPERATIONS. i9 \ \\ \./ 44 I Illlllll( \ 6 \ \ - \ \ \ 11. PIP=PROTECT IN PLACE EX ROW / \ Ss \ \ \ \ \ \ \\ \\ \�\\ \ \—\\/X\ \\ \ 1 ��` I III� \ I EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED LL.I \ \ \ \ \ \ \ / 11,\ AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. 12. TBR=TO BE REMOVED m s \ \ \ — \ x\\ \\ \ \ \ h \ \ \ \� OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS) PROP ROW \ \ \ \ \ \ 13. THE CITY OF FORT COLLINS REQUIRES APRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FOR n ?0 0 THIS PROJECT. Ir+.i �- '0 \ � \ - - - - - � _ _ \ \ \ \ \ \ \ \ \ \ \ \ R6 O ro EX ASPHALT REMOVAL AREAo,� (29,303 SF TOTAL ALONG TURNBERRY ROAD) N \ \ \O\�\\� \ \ \ LEGEND \�9. \ \ \\ \��\\�9 \ \ ASPHALT REMOVAL \ �.\ \ <00 0 — — — CONCRETE REMOVAL 0 w I I / 51 — \\ - - III I --- I' PROP LIMITS OF DEVELOPMENT / \ — — — — — —/ / \� \� \\�� \ \ \ �\ \ \ \�\ \ �\ \ \ \ w W PROPERTY BOUNDARY \ S \ Q \ \ \ U) 0 \ -� \ / 15 / L _ — �/� \ a s \ \ \ \\�� \ \ \ KEY NOTE LEGEND Z cD III I / / / / _ /� `/ \ \\ \\ \\ \\ \ \\ \ \ \\N \ \ \ \ \ 1O EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE wo z Li w III / // \\ \ \ \ \ \ \\ \\SHR \ \ \_ EX FIBER OPTIC OR TELEPHONE BOX/PEDESTAL, RELOCATE& PROPERTY BOUNDARY / / - - - - - � /< / — ��` � � � � � �� \�� \`��5`\\ \\ \ \ \ � \ \\� \'� �l \ 1 O ..I Z =Gg� ADJUST TO FINISH GRADE w // /j/ //` \�/ ` - \ \�\�= \\\\ \ \ \ \\ 10 \ \ \\\\\\\\\\ 1 1 3 EX TREES&SHRUBS,TBR(SEE SITE&LANDSCAPE PLANS FOR O w \\ FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED) 0 a \ \ \\\\\\ \ I \ \\ \ \\\ \ \\ \ \ \ 4 EX UTILITY SERVICE/MARKERS OR MISC.POSTS,TO BE REMOVED& o I EX ROW \ \ RELOCATED,AS APPLICABLE L \ 1\\\ \ \ c9\ EX IRRIGATION STRUCTURE TO BE REMOVED 1- ^ Z w PROP ROW / / )� / // —� \� \\� _ ��\ \�\ \\�� \ \\ \ \\ `\ �6 1 �\ i \\ O L.I \ \\ \ \\� \\\\ \ \ O EX RIP)RAP TO BE REMOVED AND REUSED(SIZE AND AREA(SF)ON O Z o I i �\\\\\\� 6 PLANS LL a EX STORM MH TO BE REMOVED(SIZE NOTED ON PLANS) r0, EX FIBER OPTIC&GAS: CONTRACTOR TO COORDINATE WITH / // ' / / \ / \\ \\\ j / \� \\\\ \ \\ \�\\ \ \ \ 1\ \ \\ \ / 8 EX CONCRETE STORM DRAIN TO BE REMOVED(DIA AND LENGTH DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT / / /) / / ��• \ / \\ \ / / \ \ \\ \ \\ \ \ NOTED ON PLANS). N ) ON EAST SIDE OF TURNBERRY ROAD I I ICI PROP LIMITS OF DEVELOPMENT \ EX CONCRETE TO BE REMOVED(SF NOTED ON PLANS) I I �I / 14 2 4� 3 6" 3 10" / ,/ 7 �I I I / 3 ` - — / // /\l \ \ // / _ _ \\\\\ \\ \ \\ \\ \ \ 1 \ \ \ 10 EX DIRT/GRAVEL DITCH RIDER ROAD(TBR&RELOCATED TO EAST) Z �/� o I I / %�- f��\�� - / \ \ /�� ' \ \ \ \ \\\\\\ low, NV \ EX SOD,JUNK,OR MISC. DEBRIS LOCATED IN OR ALONG DITCH O I I II /� , / -- =CJ�� 4 —� _ 3 10 /- \ 0 / �`� / \\\\ \ \\ \\\\ \\\\\ \ \ \\ 11 (SEE NOTE9) 1-- ~ I I u I PROP ROW - =/- -/'� \\ \ \ o / ' / - -- - o _ \ \ / / / \ \ \\ \ \ \\�\ \ \ �\ 12 EX WATER SERVICE,REMOVE AND ABANDON AT THE MAIN U i�i I w I I II I I �,�� / 3 /- ��, hT..`?`�`� `��••-��,+e„��a�„�,�>� f 46' v I�h 3 81' /I / — �j� J= _- \ / — _,f /// \ \\\ \\\ \ \\ \ \\ \� \ O W f \ O EX ROW I o ( /I I I-/- -I I- -�T � \\ \\ �\ - �J Jl / \- \ \ \\ \ \\ \\\\\\\\\ I I \ \\3z� 13 EX DOG WASTE STATION OR SIGNAGE/POST,TO BE RELOCATED -j X 15 \ 2\� �f�s s6 Is I� I I I� I I 11 \ \ ) / I 4 \\ \ i D 1 j / \\ \\ \ \\ \ \ \\\\\\\\ \ \ \\� 14 ADJUST VALVE AND VALVE BOX TO FINISHED GRADE U z 0 6 1 - "S > I /v I - I I I I I d / \ l/ \ \\ \ \ \ \ \ y\\� ( \ 1 �\ 15 REMOVE EX ASPHALT PAVEMENT W 0 64 \ 6°`S9- c4� \ I ��O �- J J - - \ \\ \ \ \ \ \ \ \ \ O_ _ I� 1 — � �3_. . \ \ \\\ O d �--`_ - 729 SF \ \ ct \ - - - - - _ - .:r3:�a: p ,_ l� // \\ \ \\ \ \ \ \ \ W o I 16 REMOVE EX SIGNAGE 0- 0 iC63 I \ - '{` .:`'fir.yam // �/ C\ I \ \ \ \ \ \ \ \ Z U \ REMOVE EX CONC CROSS PAN AND CURB AND GUTTER(SF NOTED - - - - - - EL ram. EL�O ..` i'uT t% /I / \ \ I//\� �` \\ \\ \ \\ \ \ \ \\ = W \ \ 17 IN PLAN) o sg d row—�o—�00=��=��_�� _��_ BRIGHTWATER DRIVE �p5 _ pL per' erg/ St #:_y.cn W a�1 ,� / I / i 4�- \ \� \ \ \\ U W \\ EX IRRIGATION DROP STRUCTURE(TO BE ABANDONED IN PLACE, �� p y 2 .. " , / 9� \ \~ O \ /\ \ \ \\ \ Q v7 \ \ 18 AND COVERED UP WITH FILL-IN OF EXISTING DITCH) o°�O`\P�O•R•EG a63 I J > N 3 5\ 1 \ \ \ \ \ \\\ - \\ I - - - - - - - - - _ .•� �/ d 4 st \��) EX INLET AND STORM PIPE FIELD DRAIN TO BE RELOCATED TO `��O •'� R '►• • \ \ / d q0� �1 �� J \�\\\\\ ��(� )I \ \ \ U) \\ \� 19 EAST OF NEW RELOCATED DITCH,SEE GRADING AND UTILITY O or / / �J�� -\\\ II J// �� y'� \ \� O Lu PLANS ` EX ASPHALT REMOVAL AREA / I (29,303 SF TOTAL ALONG TURNBERRY ROAD) \ \ SS ) _ ,1 _ \ EX FIRE HYDRANT, RESET TO FINISH GRADE;OR RELOCATE TO w I I I \\ \\ -I PROPERTY BOUNDARY 1 \ \\\\ 1'�� // \ �,/ \ \\ \\ \\ \ I \ 20 PARKWAY&SET TO FINISH GRADE(SEE UTILITY PLAN) `O �� \\ 4 I411 \ \ O \ \��\� O / / \ \ \ \ \ \ \ \\ 21 EX UNDOCUMENTED FILL SEE NOTE 10 Q �i .....••'•••G��` w I I I I \ \ I m n PROP LIMITS OF DEVELOPMENT \ �/ / \ \ \ \ /\> \ O ( ) o I t I I \ \ I pQ� / j L � �\yam 1 / \ \/ /\ \ \ \ \ \\ 22 EX WATER VALVES: RELOCATE AND ADJUST VALVES TO FINISHED I I \ \ I \� /�'� \ \ \\ \ O GRADE 3 I II I I \ \ ELCO _ I I ` �oI II( \v, / �' -\ )\\�1\ J j \ /��\ \ ice/ �\ \ \ \\ \ o I 1 I I \\ \\ I i / I IIII i3ro / / (/�SV.rO�(rn,�rr J ((�� \�� PROJECT NO: 105001 1 I I \ \ I!J \ / I �/ � � ` \ C / \ / "/ \ \ / DATE: AUGUST 7, 2024 \ \ Q IL. l / ��S J� I/' MATCH LINE /\ \ \ \ \\ �1 _ m :�� \III\ J/ �� \ S� ' ! \ SHEET No: C-006 a I I I I \\ \\ �� c.,( / / 1 // � SEE SHEET C-007 / \ � \ 0 a 3g /��i i 6 OF 84 a Street Cut Note - - _•Y KEY MAP 1" 1000' \\ \\ \ 72 43 \\ I / / - \ I \ \ LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS °,l1 v v v A v A A\ I v v v ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN I 6�3� / /� • 111\\ - 1 \ ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 1 11\ �I l \ \ \ \F6\\\�\ \J W .. 86�4 �� w • ,moo � � � ■ \ \ J c • Illlll �\ SPEN �8?> (( s.�� -_��i ��, ti Z • PIT \ I \ +; - 9_ • EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED I \ I�/ `�/ J�1J1 I �', \x -"' ' u • • AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. I \ /�•�°;� �;�' o;- - _;Ar a OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS) \ I \ \\ \ \ /� /jj a�`"' -T� • SCALE: 1 - 100 ic \ \ \ \ \ \ \ ACo 6 �� \ 1 \J — _ ` \ 0 100, 200 [W,�J l > PROPERTY BOUNDARY y \ \ \ • 5 101 \ ? \ I I I PROP LIMITS OF DEVELOPMENT \ . 36 o v4- c 'W \ \ s \\ \ \ \ \ \ = W \ I \ — \ \ \ \ \ \\\\ \�N\ LU \ ~ U) \ I \I \ I w Q U) _ NOTES \ \ \ \ \ \\ ss \ \ •\ \ \�\\ \� A 1 �2 X, 1910 \ \\\ \ \\ \� \ 1. SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES,SYMBOLS,AND MASTER LEGEND. \ it 2. EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED,AND RE-PLATTED. PLEASE \ \ REFER TO SUBDIVISION PLAT FOR THIS PROJECT. W 3. CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL, O OR ABANDONMENT OF EXISTING UTILITIES. Z \ \ \ \\\ \\\ \ \ \\\ \ \11 \ V\,�\\ \ \ \ \ \ \ I / \ \\ 4. ANY ITEM NOT SHOWN TO BE REMOVED,ADJUSTED, DEMOLISHED,OR ABANDONED,SHALL BE PROTECTED IN a \ \ 1 I I PLACE. � 5. THE EXISTING NO.8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN. Q \ CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR EX PRESCRIPTIVE EASEMENT \ l COMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH,SO AS NOT TO INTERRUPT SERVICE OF LARIMER WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS. *� 6. NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT. x HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S)IS FOUND,THE SYSTEM(S)WILL NEED TO BE REMOVED PER THE 6�k \\\\\1 N \ \ \\ \ \ N , \ LARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS. p�'l \ \ \ \ \ \ \\ \\\\ \ \ \ \ I \ \ I \ I I CHECKED BY: JRG 20 / \\ \ \ \ \ \ \ \\ \ \ \ \ \ \' 1 \ I \ , \ 7. CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES, ____\� - \ \ \\ \\ \\ \ \\\ 1 \ \ \�3 \ EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED \ - - - PRIOR TO CONSTRUCTION. 1 �� (� / \ \ \ \ \ \ \ A, I I/ \ DESIGNED BY: JRG - X \ \ \ \ \ \ \ \�\ I \ \ \\ \� \/ AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52. / \ 8. KEYNOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007. FILLED-IN (SEE GRADING PLANS) \\ 12 OLD DITCH TO BE FII 1 \ I \\ 9. THE EXISTING N0.8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS,ALONG AND WITHIN THE EXISTING DRAWN BY: JRG / ✓/ \ \ \ \ \ \ \ \ \\\\ ( 1 \�\\ v'9\ \ \\ \\ \ DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY \ \ \ / \ \ \I 2g` ✓ I MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH,SHALL BE REMOVED AND DISPOSED OF PROPERLY ALL BIODEGRADABLE MATERIALS OR MA TERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE \\\ \\ I 1 EXISTING DITCH,SHALL BE UTILIZED ACCORDINGLY. \�\ \ \ / \ \ \ \ \3 I I I 10. STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL,AS MATERIAL APPEARS TO BE UNDOCUMENTED. \�\\ 35` 1 \\ \ °�\ CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR \\ \ \�\ UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURE FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES,WHERE \ O ` \ \ \ 1\\ \ \ \ �\ \ \ \ \ I I \ 28 APPLICABLE. JUNK,DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE 3 \ 5\ 1 \ \ \ \ Am USED USED IN FILL OF SITE OR WITH DIRT OPERATIONS. 11. PIP PROTECT IN PLACE \�21 % 10 \ \ I I I \ \ \ \ \ \ 12. TBR=TO BE REMOVED \�\\\\ o 41 EW 13. THE CITY OF FORT COLLINS REQUIRES APRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FOR n d ll I EW THIS PROJECT. Ir+.l \ \ \ \ \ \ \ \ \ \ \ \\ \ �� \ \ 42 \ 4 \ TER PiJMP� I \ \\\\ \ \\ I / 28 2a \�\, �\�\ 1 \. \ \ \ \ \ \ \� \�\, 1 �, \ C _ � -43 18 \\ \ \ \ ELCO A I R°`I I I( \11 \ \ A� \\\\� `— \ \\ \I i �Rp >1�\�� z9 Cl \ MATCH LINE \ \ \ \\ �/ �' 36 \ \ \ \ / LEGEND 3 I 4/ II l 19 •� r\.�` —�� / _°1 —.� /� \\� �1 I �1 1 \\ \\ \ \ \ \ I , / 37 ASPHALT REMOVAL 0 SEE SHEET C-006 Il`�``l1\11\PROPERTY BOUNDARY 1.111�Jill 1 \ \ \ \\ CONCRETE REMOVAL 0 O • � ,.. � < �� \ �/ //�\\\ \ � \ �/ \ � \ \\ \ I\ \\1\ III �I(��,,,,�� 1 \� ( � �'/ \�\ \ \ 36 2 ��\\ \�\ \3s � �� 21 \ '� \� \��\ \ \ \ \ \e\ 1 Ill Illllll�ll °� \\ \ \ 3r \ �1� I II I EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM \ \ J l�� \\\\ � 11'II`�1 I �III � 1 1 \ \ \ II I (,�, �•,(�, g( i\\\\\ \ \\ /\ s\ \ \ \ \ \ \ ` I\II IIII�IIIIII�11� IQ DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52 \ \ \ \ \ \ 0 Q I 3s. PROP LIMITS OF DEVELOPMENT // � \\\ I ✓��\ r \ \ \ \ \ II IIII I II I (SEE GRADING PLANS) \ \ V \\\\ r \ \ \ \ I llllllllllll z � oo 3 8" \\�\\\\ r �n \\\ I I III I\ \ KEY NOTE LEGEND \\\\\\ \ \�\\\\\ �Cf \ \ Z A / \\\\\\C \\\\ I / \ \ \ \ \\ IIII�IIIIIII�II I \ 1O EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE T IQ w \ 10 III I�I 1 \ -- w I \\ \ \\\\\\\ \\\ �� II I I III II \ \ \ \ \ EX FIBER OPTIC OR TELEPHONE BOX/PEDESTAL, RELOCATE& \\\ \, \ \ III Illlll IIII IIII \ \ \ z c� \ > \ \ l IIII II \ I / \ \ \ \ \ ADJUST TO FINISH GRADE w 33 I — — —32. II l' \\ \��\��\\\��'/i\\\\�\\ �� \ \ \ II I IIIII.II ll I \ \ \ \ \ J Z I / �1I II \\\ \ \\\�\\\� //>�\\\\ � � \ \ \ Illlll I olll �IfIIII \ \ 3 EX TREES&SHRUBS,TBR(SEE SITE&LANDSCAPE PLANS FOR a l I' /+j1- \\\ \\\��\\\//o_)�\�\ / \ \ \ \ \ \ I III�IIII�III, G 1 \ \ \ \ \ \ O FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED) O O a I i/ - III \ \\\\�\�\\raj ��,\�\\ / \ \ \ \ \ \ \ I IIII C \ \ I \ \ \ \ \ \ \ \ EX UTILITY SERVICE/MARKERS OR MISC.POSTS,TO BE REMOVED& U IIII 3 $ \\\\ \ \ \ //Gj / / \ \ \ \ \ RELOCATED,AS APPLICABLE o �� /I J \\� \\\\�o 21 -r \ \ \ I I \ I \ \ 5 EX IRRIGATION STRUCTURE TO BE REMOVED / 13 I \\ \\\\� \�D\i f// \\ \ \ \ \ \ \ \\ \\ I V�. / \ \\ \ \ \ \\ \\ \ \ O i -29 3 $" \\\\ \\ 36 \ \ \ \ I I m \ 1 \ I \ \ EX RIP RAP TO BE REMOVED AND REUSED(SIZE AND AREA(SF)ON 0 �\ \ \C35-\ \ \ \ \ 4S I II \ �41- ` \ \ \ \ \ O PLANS) z II I \ \ \ LL 0 _ \ \ \ \ \ \ \ \ \ \\ \\ \ I \ 1 \ p, W I J p��IL _ �\\ \\\ �- \ \ \ I m IIII�I�IIIIIIIII \\ \ I \ \ l \ \ \\ \\ 7O EX STORM MH TO BE REMOVED(SIZE NOTED ON PLANS) \ I I ��ol lh 2 \\\�;� \ \ \ \ \ \ \ \ I Iun — \t1� lh \ \ \ \ \ \ \ —\ \ m \ I \ \ 1 \ \ \ \ �� 3Qillll EX CONCRETE STORM DRAIN TO BE REMOVED(DIA AND LENGTH 3 3 \ \ \ ��% Ij G II II \ \ \ \ \ \ \ O NOTED ON PLANS). 04 =20 \� \\\ - 3s \ \ \ \ \ \ \\ \ lll ICI O III I / \\ 1 1 \ \ \ \ \ \ \ \J111�==== — - (��21,111 \ \ \ \ \ \ \ \ �� I 111I�11 Z EX CONCRETE TO BE REMOVED(SF NOTED ON PLANS) z \ O ,-�� 'f ♦ \\I \I I I \ \ \ \ \ \ I I.I�ICI j O 3 \ �1 J //. ♦ 1 I \ — \ IIII II I I \ 1 \ \ \ \ \ \ a WI,IIIII I I \ 1 \ \ \ 10 EX DIRT/GRAVEL DITCH RIDER ROAD(TBR&RELOCATED TO EAST) z 1 III I// iti° / v v 18 �� \ I IIII I�I v v v \ \ \ v v v I—� ll�jllllllfl'll r �1°,IIIIIII \ \\ \ \ \ Q Illlllj I / IIIII IIIII 32 21(r� 3� \ \ \ \\ \ \\ \\ \\ I l'1111�1((Ijlfl: I I 1 \ \ \ \ \ \ EX SOD,JUNK,OR MISC. DEBRIS LOCATED IN OR ALONG DITCH O 0 11 \ \ YI I 1 PROP LIMITS OF DEVELOPMENT \ \ \ \ \ \ \ 11 (SEE NOTE 9) 1-- = IIII ti\ \Ilr N I / r //Illlll 3 11�11\\\1Ir \ \ \ \ \ \ \ \ \ z l� IIII I 3\ i ; i\ \ \ \ \ \ \\ \ 12 EX WATER SERVICE,REMOVE AND ABANDON AT THE MAIN O j i j / — ! / I °\ II \ \ \ \ I I 1 J w ° \\ / /I ll \ \ 1 I ` 1 \ \ 13 EX DOG WASTE STATION OR SIGNAGE/POST,TO BE RELOCATED QM I , \\ EX POND 100 / I / / / l I �\"I PROP LIMITS OF DEVELOPMENT \ \ \ \\ \\ \ 42• \ /� 14 ADJUST VALVE AND VALVE BOX TO FINISHED GRADE F- z 0 IU z IIII I \ \ \ \ \ \ \ \ \ \ 15 REMOVE EX ASPHALT PAVEMENT IIII II(\ -27, 111r\2111 \\ \ \\ \37'\\ \ \ \\ \ \ \ PROPERTY BOUNDARY - 40 \ Illlllllllll I I \ \\ \ \ \ \ \ \ \ O Q o < I /I �J/ \ ® I I \ IIIl ,I II` I� \\ \\ \ 3 \\ \ \ _�9 \ Jillll I I \ \ \ \ 16 REMOVE EX SIGNAGE c co I \ \ IN 1 // 111 I 26 , �0\\=/ \ \ °� \ \ II \ \ \/ S a o III I / I IIIII I _ 38 IhII I L.. \ \ - \ 29 \ \ \\ \ \\ \ \ - Illlll I I \ \ \ \ \ \ \ \ \\ \ 17 REMOVE EX CONIC CROSS PAN AND CURB AND GUTTER(SF NOTED w I 1 ° I �\� \\ s_ \ ti \\ \ \ \` \\ \ \\ \\ \\ J Illh� I — / \ \ \ \ 0 IN PLAN) ' I i \ \ \ 28, \ \ \ - - - I III I \ \ \ \\ EX IRRIGATION DROP STRUCTURE TO BE ABANDONED IN PLACE, I IyIIII, I�/ EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM \ \ \ ( o� � R \\ 2g \ \ \ \ \ \\ \\ - - S Illllo v , \ \ \ \ \ \ 18 AND COVERED UP WITH FILL-IN OF EXISTING DITCH) P 0....E�' I V\ I \ \ 11 l�l�,.� •• \ \ _ \\ '2>\ \ � \ \ � \ - � , �r DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52 I �.• R / "%,\\\\\I\ I \- \ \ \ \ - - - Illlll, I a\ 1 \ \ \ \ \ \ EX INLET AND STORM PIPE FIELD DRAIN(TO BE RELOCATED TO �,• \ \ - ,n II a . (SEE GRADING PLANS) 3 I �IIIIN I \ O = I IIII I \ - \\ \ \ \ \ \ I I \ \ \ 19 EAST OF NEW RELOCATED DITCH,SEE GRADING AND UTILITY O or o ° - i FIl Ill i I PLANS) I I � � � IIIII \ \ d� I� x , \ \ \ \ 0 I1-23 \ \ \ \\ \ - - — _ _ �111 - i ELCO ;IIII I I / \ 1 I I �s \ \ ` 1 O- ill,", I III \ \ \ - \ \ \ EX FIRE HYDRANT, RESET TO FINISH GRADE;OR RELOCATE TO ll I \ \ 16 — r N 'I I°IIIII I \ \ \ 20 16 PROPERTY BOUNDARY \- I III - \ \ \ \ \ \ \ PARKWAY&SET TO FINISH GRADE(SEE UTILITY PLAN) w \\ \ �////I/ I " Il illlllll \ \ \ \ \ � \ \\\ \ __- - EX ROW -- .�/ //( f I 6 EX ROW Z - EX ROW �I I II 1 \ \ \ 20 V I EX CONC STRUCTURE PIP \ \ \ 7, _ _ �� - -_ _J - N II I RR \ \ \ \ \ \ \ 21 EX UNDOCUMENTED FILL(SEE NOTE 10) �i G p� �_ __-- � 4 �� IIIII III\` ` �E, _ — \ — \\ - - 0 /pNALE o\�• rw- - - \ - - - - - - -t- 25. -�6. -\ - �30=31�32 33 -3540 - _\ _ \ -GXz = GAS —= 5- - GAS- _ _ _ PROJECT NO: 1 05001 - - RICHARDS LAKE ROAD L- - 15 - JI 17 - ?' E 9 Off`=. cv ,� dCt��co�•1L� - 0�0 \ - - - - - - - - - - - - - i - „26 25 -�� N�� Imo, ^� ^� �^��M�^�=^�iM^� S _ - - - - - - 42- - - - DATE: AUGUST 7, 2024 - - - - - ONE -0 - OIE- - FdE - - ^uE_ `- J 41 - 0HE - - 41 OHE 0 SHEET NO: C-007 i 7 OF 84 a i Street Cut Note KEY MAP - 1" = 1000' EX ROW V LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS - - - - - - - - - _ _ _ _ ARE TO BE DETERMINED IN THE FIELD BY THE CITY \� ?' F FO FO—Fff FO �0 FO F� Fo -F� FO Fp — — (r — — 0 — — — F� — —F� — — �� — I `; • Fo Fo CFO ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN \. W W W — ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W - , 1 , • \�- �i��® — nL �, 17n _ _ nur — _ r�ur� — ru� — \` \� n �y • nHF n1 I� nl+� _T ' � 111 1111 PROP TEMPORARY CONSTRUCTION EASEMENT � ^ w SPEN I \ + s I 1 0 1� 1 1 1 . \ � • 1 1 1 PROP LIMITS OF DEVELOPMENT _ _ I 1 i �� Z • 1 1 I PROP LIMITS OF \\. \ \\ 1\ \ �yl, SCALE: 1" = 100' DEVELOPMENT \ \ PROP DITCH EASEMENT II 1 \ III I 0' 100, 200' IN I \ \\ \\\\ A` \\ 11-3 i Q �Ic \ \\ \ \ _ I ill > ILL \\ \ 1\q; \ \\\\ \`' PROP TOP (TOP OF BANK)OF NO. 8 DITCH I I \ \\\1 U1 \ \ PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH I I > I I I q I \ \\ \\ 1 1� \ i 14 FUT ROW �� I I \ PROP HC RAMP �\ \\ II 11 �' I I i i > 1 1 1 I JJJ) rx \1 PROP PEDESTRIAN CROSSING W/TRUNCATED DOME WARNING I I , F I'll IIIII I 1 \ \\ II WITH ASPHALT EXTENSION FOR BIKE MERGE WITH ROADWAY Q EX EDGE OF \� 1 ASPHALT I \ I PROP DRAINAGE EASEMENT 11 I I \ \ 1 / I \ ' NOTES PROP EDGE OF PROP 10'WIDE TEMPORARY ASPHALT PATH NEW ASPHALT ' \ I I O \ I I \ 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL MATCH EXISTING I \ 1 1 v' ILLI 1 STREET SECTIONS, SHEET C-014. > PROPERTY CORNER I PROP CONC DROP STRUCTURE I N 1475825.22 i II " I 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION E 3128893.91 NOTES. z o I I ❑ ❑a❑ I 1 11 h 3. ALL PRIVATE DRIVES 20'AND 24' WIDE ARE EMERGENCY ACCESS AND UTILITY EASEMENTS. a I PROP DRAINAGE EASEMENT I I PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. v LL 1 1_ I J-- 1 W I I 1 II •\ 1 \\ 1, ` \ \ END PROP 10' i i PROP BAKER LATERAL IRRIGATION EASEMENT I I SIDEWALK, BEGIN TEMPORARY 10' I I li t, 1 \\ \ \ \. \ \ \\. \\ \ w a a a a a a a ASPHALT PATH I 1 25' �, \ EX PROPERTY BOUNDARY \\ I I LEGEND TO NORTH I ` \\ l \�\ \ \ \\ \\ \� PROP LIMITS OF DEVELOPMENT I CHECKED BY: JRG TYPICAL SECTION# \\ \ 1 DESIGNED BY I I\ PROPOSED 50 TRAIL AND NATURAL AREAS BUFFER EASEMENT \ JRG C-014 FUTURE 10' REGIONAL TRAIL BY OTHERS \ DRAWN BY: JRG PROP ROW ` SHEET TYPICAL SECTION IS ON PROP 9' UTILITY \�� \\\ PROP DITCH EASEMENT I 1 LIMITS OF DEVELOPMENT I I TRACT �\ ESMT(TYP) — — — — — — — PROPOSED EASEMENT(AS NOTED IN PLAN) 25' DITCH &DITCH p I I PROP 2' ' �\ PROP 6' UTILITY \ `� `� O i i ACCESS �t �\ ESMT(TYP) \ `\\ \\\ ` ACCESS EASEMENT REC NO.200030157848 ESMT I I I I . \ } Q I I �, \ \ (TO BE VACATED BY W \ \\ CURRENT PLAT) PROP TEMPORARY CONSTRUCTION EASEMENT COOf z J 3 5 \ v v v v z 0 EX ROW BILK ° PROP 10' �\ < \\ s \\ \ \ \ I I I SIDEWALK G 1 7 ` \ PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT BILK2 1 II v V A v 1 I I TRACT B `\ \`\ FUTURE 10' REGIONAL TRAIL BY OTHERS \ Z' ' 2 \ I \ O ----- ------ \ � I 0 7 I I 5' BLK ., I L I T CT 30' I� n s s 10 PROP IRRIGATION EASEMENT TRACT 4 I p 4 Q 59 O o \ \ \\ \\\ `` ^^ �L CZ C \ , \\ \ PROP LIMITS OF DEVELOPMENT O ---T --- ^� ` \ \\ \ \ ��\ / coGRASSLAND ROAD �' 11 12 BILK PROP C DROP STRUCTURE ---__- Z Z PROP EDGE OF 1 I I I \ \ `\\ PROP DRAINAGE EASEMENT �N`NEW ASPHALT I PROP 10 Z I I -014 36' 1 5' OBLK II 13 4 iI ��\�\\�\� `\ \\\\\ �� .�.\ � � \\\\-�-- \\\ � '- `��-�♦ L/ 63' w �, TSIDEWALKC R200' 1 1 RACT ------------ 0 D \\� �w�� \ \\ '•'n,a \ `�_--!? --% / U a EX EDGE OF-"I TRAC FMOORLAN�WAY RACT E \ "\ \.. -� P DITCH E - I I N N MOORLAND WAY 1 r----- ------ ----- ------- ---- �,�\ \ ASPHALT _ PRO EASEMENT c=i I ----- --- -- r--- ---------- \ ��\\ '�\ \ \ ` g �� PROP 2' 1 1 C-014 3g' BiK "\ o O L 1 >,\ \ PROP TOP(TOP OF BANK)OF NO. 8 DITCH 0 I-^ = Q I ACCESS I 63' 14 15 16 17 18 \ \\\ \\ .\ \. 0 I p � I I ESMT. 3 � W � 8 7 6 5 � I 5' 19 \�\\ z Q O ~ I PROP 6'UTILITY I \\\ ` \1`\PRO \ \ ` O N Q I I p ESMT(TYP) R2o' ----- ----- ----- -- 20 POSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH w Q I TRACT W ___ _ ---- -_ R2o, NATURE PARK WAY z, \\ FUTURE 10' REGIONAL TRAIL Y OTHERS \. N I m ---- --- W \\ l \ \ M _ COIL o z --- _ --- ----- TRACTH - - \\ \,• \ NCO 00 EX ROW PROP 9' UTILITY `\\ 22 \ \ ' PROP 6' UTILITY \ \. 1T1 _ J.r PROP ROW K i i Q i ESMT(TYP) `� \\ ESMT(TYP) 1 �� \ \ Z z 1 \ \ \ 0 ° 0 I 5 6 I 9 10 11 12 j 1 2 I 3 q BILK W PROP 6' UTILITY 5 �`'o `\ 23 I BLK I U \ \ 1 \ \ U PROP 10 O Q � 3 Q I ESMT(TYP) i \ O PROP LIMITS OF i i SIDEWALK - -- L-- - ---------- ---- W L---- s `\ \` �\ \\ \ \ \ I \\ DEVELOPMENT I I � TRACT ° I �rRACTi PARKLANN WAY N PARKLAND WAY TRACT W __ __ _____ -- \\ \ \ \\ \\ 10 I __ _ _ --- \ \ 24 PROP DRAINAGE EASEMENT _ TRACT K�' I I r , r \\ \\ `\ EX PROPERTY BOUNDARY 00 1 I I 1 7 \ \ \ 1 1 1 \\ o I I ` ------ _--_-_-- O Q ° 8 7 16 15 14 13 21 20 19 PROP 9' UTILITY PROP 6' UTILITY c o TRACT 1 \ \ I , b , PROP U UTILITY ESMT(TYP) ` ESMT(TYP) i 4 QL4' �'�'°', o ESMT(TYP) �20 ��o in o \ 8 \ \�� PROPERTY PIN ---- ----- ----- ---------- ----- ----- --- - --� \ \ \, ` N 1474498.41 �� \awwumuiiii L_je 25 E 3130156.98 ,� \\o``Q�0 NCO BILK 3 - m MEADOW LARK ROAD m 2 1 ----- -- ^ R2oo 5 1 ' I 1 9' 11 \\ i 25'DITCH & DITCH %---- 1 zs r = _ 5' I w EX PROPERTY BOUNDARY 1 I I 1 s 1 1' \ 1 ACCESS EASEMENT ° �� I 4 18 REC NO. 200030157848 NIII rn W I I 1 2 1 2 3 I 1 2 3 II 1 III 11 I I I 1 , II I ��• �••�Cj\\`\ I 1 1 1 1 I (TO BE VACATED BY .�� •...... ``\\\ 1 1 1 C 1 27 1 1 �10 ��i;i�ml�nn\ ```�\ Ld PROP BAKER LATERAL IRRIGATION EASEMENT I 1 1 1 1 1 CURRENT PLAT) 25' I I BILK 1 I 10 1 1 3 I I I AMBLE LANETRAc J L AMBLE LANE TRACT N L AMBLE LANE TRACTH ,J III 17 4 111 III 11 11 0 g F w I 1 I I ' Ili CALL UTILITY NOTIFICATION U c) ___-- ____-- W W ----- ---------- ----- r----- ---------- 1 28 I PROJECT NO. 105001 1 I _ >_ r , 1 1 11 II 1 I i 1 MATCH LINE CENTER OF COLORADO DATE: AUGUST 7 2024 j BLK 1 I _ = 1 5 1 z p 6 7 I 1s 11 II -< 1 \ I I 'll SEE SHEET C-009 1 -800-922-1987 'o O 4 3 W 1 8 7 6 5 MATCH LINE SEE SHEET C-009 II 1 TRACTK li 2s 11 I I 1 j 1 1 I r r I CALL 2 BUSINESS DAYS IN ADVANCE SHEET No: C-008 U)i BEFORE YOU DIG,GRADE,OR EXCAVATE i FOR THE MARKING O M UNDERGROUND EMBER UTILITIES $ OF 84 a I a I 1 2 18 1 63' i 1 2 3 4 I I 1 2 3 11 I 1 1 I 1t I KEY MAP - 1 1000 � i i i i i 11 11 1 11 �° li ;1011 27 Street Cut Note " _ ' _ - • 1 ~ 1 I I I BILK 11 II 11 1 I I I 4RAG� oAMBLE LANE o w o AMBLE LANE TRACTN o AMBLE LANE TRACTN , \ 111 n 1�1 11 I y \ ' LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS \ \\\ I �'I ----- ----- -- W W --� ---------- - 1 1 II , 2s I I i I ARE TO BE DETERMINED IN THE FIELD BY THE CITY � \\ II BLK Oil = > 1 I 1 1 11 1 1 I MATCH LINE SEE SHEET C-008 ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN `1 R2oo' S I z o s —�37� 1 7 1 1 1 ' 1 I ACCORDANCE WITH CITY STREET REPAIR STANDARDS. � ' W - I :, 1 16 I 1 I \ O 4 3 I W 5' 8 7 6 5 6 5 a 1 11 I 11 29 I I I aW�'�o' TRACTK ---1 25' DITCH &DITCH SPEN 008�\\�: 1 EX ROW I --- -------- - -- I _____-__-- II R2�q 5 I i i ACCESS EASEMENT `f� • FJ N 1 1 \ 3o I I I ' I REC N0. 200030157848 PROP EDGE ' I a I TRACT P �Q o r 12 I \ I I I / ` \ d ' 4' FIELD POINT WAY 10 TRACTS II 13 (TO BE VACATED BY 1 ' OF NEW h — I ASPHALT �� 1 1 r ---- -- � 5 rn 11 ,a 'a \ I � I � ' 11 CURRENT PLAT) PROP ROW '7 1 1 11 n ---' EX PROPERTY BOUNDARY - \\\ - - - III w • I 1 R4 31 I I 1 1 _ I / p I 1 1 I „ _ , 1 cn O N ____----_ 5 EX EDGE OF i i 5 6 ,0 SCALE: 1 - 100 I I I 1 I C) 7 s 9 10 U I 1 I 1 L>, o /' \° \ \ 0' 100, 200' m ASPHALT I I PROP 10' 1 24 0 C I Q 1 0 1 WAND �\ 1\ \\ \\ I d - `9 SIDEWALK cn _ ___ PROP DRAINAGE EASEMENT I I � r- ----- ------ ' -- -- -- -- , W .pTRACT _--_ N1 32 i \ , \ ` V PATHWAY LANE N N PATHWAY LANE TRACTQ Lu N PATHWAY LANE - _ 11 �2O U 33 '9',t' \\\ a I1 -- ----- -- - - --- ---- ----- - ---7 r- - 1 1 34 BLK 1 11 36 35 A ,'/ TRACT V ` \ 11 `\\ Q l a l 65K 1 7 12 " 11 11 61K C _ \ �\\ 01 0 Qw U 16 15 14 13 12 11 1 14 13 II \ i Q p �C i 1 i 1 1 = I _ \ PROPERTY PIN 8' PROP 6' UTILITY 1 36' 1 I __- TRACTN _ w \ \ , N 1473996.97 � Z (� i ESMT(TYP) 1 63' 5' \`\\ `\\ ,\\\\\\ E 3130230.01 J W Q 1 4 4' p m J I z p> 11 PROP 6' UTILITY I I TRACT P 1 = p F g' I ESMT(TYP) � TRACT P � C-014 6, p II \ \\ \\ \ Q PROP BAKER LATERAL o TRACT IRRIGATION EASEMENT BUILDING BUILDINGA _ N n 6 0 \\ \\ \\ O!\\ NOTES 25 3 STORY 3 STORY °, �� 1 - - - — — \—\ 1- \\ .11\\ 18 UNIT 18 UNIT O \ \ pj 00 1 N \ 1 \ 0 / �� \\`--_-- ----- _ 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL PROP LIMITS OF I 1 1 ��'o. _ --- w / \ 1 1 --- STREET SECTIONS, SHEET C-014. W I I N w / M o PARKLAND ROAD 1 R2o. 1� , 11 PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT w DEVELOPMENT I I I = _ TTF 1TF / -- 0 11 TRACT MMM i I I ` 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION O Ir` 1 1 i ,�,2 ___ --_ - �� I I i FUTURE 10' REGIONAL TRAIL BY OTHERS NOTES. 0 I I -- -- --- -- -- --- --- - p 1 1 I PROP 9' UTILITY i 1 EX PROPERTY i BUILDINGA 11 13 11 361 1 ESMT(TYP) 3. ALL PRIVATE DRIVES (20'AND 24'WIDE)ARE EMERGENCY ACCESS AND UTILITY EASEMENTS. BOUNDARY I 1 3STORY R2oo' 1 A n 12 1 63' 1 \ \' PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. v iBUNIT I 1 2 3 4 5 'O D 8 9 10 D 11 1 1 5' I II \ \ \\\ W AA Ao AA �� AA AA �A g _ J 11 II If \\ \\ \`� (� I I JEAE TRACTNNN 1 �__ _ _ _ _ _ I \ , �\ 4. PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FOR I I PROP 9' UTILITY o BLK o 1 ' \\ \\ � CLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEING I I �y TRACT W I / - 36' ESMT(TYP) _ I IZHZ I I7'1 r-- - - - - - - - - - - - - - C-p14 1 1 `\ ` 25' DITCH &DITCH ` VACATED AND REPLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLAT. > N M � � W FI 1 17' ® 63' vv vv vv D v vv v vv n vv vv vv > 15 11 1 �• \ ` W a a a a a a a 1 5' ,s 1 �� \ ` \ ACCESS EASEMENT 1 1 2s 2s � 23 zz z, 20 19 16 17 \ o PROP DRAINAGE EASEMENT \\ REC NO.200030157848 `\ BUILDING n Rio' ___---- \� `\ ` \\ (TO BE VACTED BY \\ 3STORY 1 1 _ _-- \ _ _ CHECKED BY: JRG 1 1 18 UNIT 1 1 0 _--- _ 1 4. CURRENT PLAT) \\ \ \\\ LEGEND DESIGNED BY: JRG O = w 1 ___—___ `` \ \ _ \ TYPICAL SECTION# I � } N Q 1 �� M PATHWAY ROAD R2o'---- _ \ � w --- ------- -------W-- DRAWN BY: JRG ----------------- C-014 i C-014 w 1 o \ 11 R��O \\ \\ \\ \ \ SHEET TYPICAL SECTION IS ON I I 1 1 1 2 3 D 4 5 TR n 8 9 10 20 \ TRACT Y \\ \\\ \\\\ \\\ \ \\ TRACT000 1 RA \p 12 \ 1 \\ LIMITS OF DEVELOPMENT A AA AA AA AA AA x AA A�_R_ _PROP EDGE OF i I ,� `-- - - - - - \ \\ \\ I PROP DRAINAGE EASEMENT \ I ' v 1 W 0 TRACT X BLK TRACT X o BLK \� 13 R2o' \ \ I . I \ — — PROPOSED EASEMENT(AS NOTED IN PLAN) NEW ASPHALT // N J N N \ \ 1 \ I / w " \\ PROP 9' UTILITY TRACT MMM = 1 v vv vv vv n vv v v D vv vv v vv x ,a ` \ \I I 1 PROPERTY PIN ` 1 1 \� \ ` ESMT(TYP) 1 ''', \ \\ 1 25 za 22 X z1 zo 1s X ,a n 1s 1s \ \ 1 \ \ N 1473208.48 LL' i i PROP 9' UTILITY 1 n \ �G' 1 \\ \ E 3130531.87 1 w 1 0 PROP 6 UTILITY \ oo \ 1 \ \ \ ESMT(TYP) i ESMT(TYP) 20, o \ `\ o° 1 --- -- --- EX EDGE OF i 24! --- - --- \ I I\ \ \ ASPHALT 1 1 i• �� \ \ \\ , \ EX PROPERTY BOUNDARY L� I i i TRACT 0o T i. 24' �O ° o WALKING STICK WAY 1 1 1 a 16 W I 19, as \ \ I I \\ \\ PROP 10' 1 p�-- - -- --- --- - -- pp n01 1 SIDEWALK 1 16CD W 1 1 2 3 4 5 D 6 9 10 = 11 12 ` PROP 6 UTILITY N 1 1 ESMT(TYP) AA �� AA �� AA �� P ' 9or , �' \ \ Q R 26' \ '� 0 \ \ C-4 1 oN BLK TRACT N TRACT BLK Q� 20 Q 1 vv vv vv vv vv vv vv v vv - - 21 o� �� \ , IL 1 n 22 / S� Q 1 \ ` p � 1 EX ROW 1 1 � � vv vv vv .p / Q 13 Q W 1 i TRACT 000 35 34 33 32 31 F) 30 29 28 27 26 A 25 24 23 i 1 G r O, ,° / `� , J i PROP ROW 1 1 PROP 9' UTILITY " 3 `' L 1 w II o/ a ,4 �� \ 64.19 Q.�L C) ��o LL6 ESMT(TYP) -414 N � `" / �/ r�cT ' / / / � \\` 2 \\ � O O C O o m / Ap �Q� Q / N %C, ---------- - - / 15 q 36. / \ '/fir I / \ 3 ^ FBI �11 16 J SG TAR DRIVE _ -MORNING STAR DRIVE m z I I S'8, rp9c 7 l; ,// \\ w IYJ ILLO z ~ I --- -- --- --- -- -- �- 36' Q - - T00 / oQ 17 v / 3 Ld ti �o. PROP 6 UTILITY ��-1 -- - ---- ---- --22v� 36' E ' o /Q 18 � ESMT(TYP) /� /� \ GO V i o I S'I in 63 1 n 2 P� Q \ 11 a 1 1 1 n 5 6 Z � 1s C 2 A C7 1 63' 1 = O Cn 5' UO LU V 0 1 ' O c n 3 5' 1 2 3 U 4 5 F 7 8 1 1 2 z V Z I I 1 _Ao oA _ Ao _ AA AA _�D - N� - ' \� / �� O PR I ¢ AA AA C-014 � � A AA AA J OP 6 UTILITY I --- --- -- C-014 L- - - - - - - - - L-- - - - BLK TRACTQQ Ri65' "2O� /� \�.� LL 0 LU LL 1 d' TRACT KK BLK d' TRACT LLBLK \\ L Q ESMT(TYP) 11 N TRACT QQQ I N 11 _ _ N _ — azo /, c�G , 14 \, W 4-- ---- ---- ------ rvv - - - - - - - - - - - --� r-- - - - - - as O LLI o i R2115' vv vv vv vv v v vv vv 1 v vv vv vv 2z \ ,' `Q'P,' �P� N ~ I I / / 18 17 16 15 14 13 11 10 j j 26 25 24 23 PROP 6' UTILITY \ , N Lu 7 s 5 %, O� / PROP 6' UTILITY 1 1 ESMT(TYP) TRACTQQ 8' \ \` /' J2O",'/ 8U) N PROP 10' / �,� / _ _ ESMT(TYP) _ 1 w 1 � I / 4/ TRACT RR 4' > TRACT QQ 4 \\ O 1 �, SIDEWALK �� TRACT RR w 36 \ \ I I TRACT PPP \>` \ 3 PROP LIMITS OF I I ` Z ,_, w = w ' `\\ O 0 DEVELOPMENT V i i <v� Q I BLK A 35 12 vC 000 (If O (J1 9 / / 19 20 21 22 23 24 25 26 27 28 27 29 33 34 pP �� 0 :1I 1 R2�g, Q 0 PROP 6' UTILITY / �Pc \ / I L� 1 O EX PROPERTY i i I / I I ESMT(TYP) ,' 7 `� J BOUNDARY Illi i r- - - -----i -- --- _------- ---- -- --T---._-_---_-_ - j ---- - -- ---.�- —--t---- --- -- _ 38 17 U Z PROP 6' UT I TRACT 1 TRACT TT TRAILS CROSSING LANE TRACT TT / ILITY I ' _ N TRAILS CROSSING LANE W - I ---- ------ - - ---- ------= ESMT(TYP) �I I i i i o' TEMPORARY GRADING& BLOCK 9 LKK 3 o V 11 1 ' 10 i ACCESS EASEMENT LIND PROPERTY 1 TRACTUU , a p 47 46 45 44 43 42 41 40 _ / I 25' i REC. NO. 200030106735& REC. NO. 30, REC. N0. 200030138542 - 200030150497 _-- - ovawwumu,,,� --- ----- ---J --- ---- ---- - - - - - \\ PROP 9' UTILITY P��•R•EG�r % _ ESMT(TYP) 30' SLOPE EASEMENT 7. - _- - - - - - - - BRIGHTWATER DRIVE SS\ ELCO BRIGHTWATER DRIVE E�CO vt - �•�'or`w` o REC. NO. 99045031 & I PROP BAKER LATERAL \ \ _ IRRIGATION EASEMENT } _ y REC. N0. 99045032 �A w \ \ w EX PROPERTY , ' , •• \` w w I I I > \ \ > BOUNDARY s Q •, •�••.....•• �G\\\ \\ \\ TRACT B I �; �a .4 I I Y �� PROP LIMITS OF s � ii,,��/NIAIL\\E\\\\\ LIND PROPERTY 3 J I II w \ \ w DEVELOPMENT Q J \ \ REC. NO. CALL UTILITY NOTIFICATION Q w I I I = \\ \\ 200030150497 I PROJECT NO: 1 05001 j O � t I � � \ \ � I CENTER OF COLORADO SATE: AUGUST 7,2024 .9� x W I W \\ \ ELCO 1 -800-922-1987 a0 Of Q I \ \ I CALL 2 BUSINESS DAYS IN ADVANCE SHEET No: C-009 m pp J I I \ BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 9 of 84 a PROP LIMITS OF DEVELOPMENT KEY MAP 1" 1000' I I \ I I V PROP TEMPORARY CONSTRUCTION EASEMENT I PIT \` _� \ W �\\ PROP DRAINAGE EASEMENT - _ a w S F�ENJ 00 \ ' ��,�� 1 Z • NARY I \ - N 1 p°� \� I I 50' \ I \ • uj SCALE: 1" = 100' \ v I PROP DITCH EASEMENT \ I i� 0' 100, 200' \ , \ 112' �\ \\ 25' DITCH & DITCH s2' I I II Q`0 , ACCESS EASEMENT 2 REC NO. 200030157848 -`---_ ----_ I I 1 \ \ \ I I I ' O 1 O \\ \ (TO BE VACATED BY -----_ - --� _ PROP TOP (TOP OF BANK)OF NO. 8 DITCH I Q ` \` \ CURRENT PLAT --_-- i 1a I W ` 3 ) K \\\ j I Iy� r -I I f I W ` / \ PROPERTY PIN i PROP DRAINAGE EASEMENT i 1 It I 1 PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH l N 1472837.81 i I I I I I E 3130794.74 ++ �� `� \ PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT 5 \ \ �\< \i FUTURE 10' REGIONAL TRAIL BY OTHERS 5 R20'. \\`\\\ \ i I I I I i� NOTES z II .CO 6 ,'� 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL ' .CO ` ` \ \ I I EX PRESCRIPTIVE I I _ > BLK , \ \\ \\ \ , \ i I / I P I I -- STREET SECTIONS, SHEET C-014. w 1L �� \ \� \\ PROP DRAINAGE EASEMENT I I I I I I� Is. EASEMENT rx �� `�\ \ \\ �� \\/� i I I I I I 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION z NOTES. o \v,%�� /�i 10 �� \ 6 /� /> 3. ALL PRIVATE DRIVES 20'AND 24'WIDE ARE EMERGENCY ACCESS AND UTILITY EASEMENTS. x s , ` � \ \\\ \\ \`\ / 1 I I I I 1 i I' / I I PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. Q � Q / G ` \\ \\ \\� I I I I i I� / 4. PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FOR a PROP 6' UTILITY \\ ESMT(TYP) �� R20', I I I II I I CLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEING VACATED AND RE-PLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLAT > a a a a a a a fi ' 12 6 EX PROPERTY BOUNDARY CHECKED BY: JRG PROP 9' UTILITY 13 O o ` I I I I LEGEND S ESMT(TYP) / �� "'6'• 6• y � \ 11 \ �\\ `�\ \`�\ iI P i � 3 BLK , / 14 2j ` \ `� �� f 1 I I I I DESIGNED BY: JRG 16/' 12\� •� \ II / TYPICAL SECTION# TRACTUU ,' , 4 /' /' OP4 p� PROP 9 UTILITY �\ PROP DRAINAGE EASEMENT ao _ / P� / ,5 /' \ \' ESMT(TYP) `� I, i ( 11 I I 1 DRAWN BY: JRG — - !' / �/ Gj \ �O 13 `� `� `\\ / II I I I 11 II �_ C-014 / 3 , 2� // V� TRACT DDD `� 9O BLK s. .•.. .y 16 —- OJ / / \ \\ 1 1 I II 111 I I SHEET TYPICAL SECTION IS ON \ I \ I I I 6 PROP LIMITS OF DEVELOPMENT n / / \� `O� � \ `� \� \ \ I _ LIMITS OF DEVELOPMENT 2 i // / /' PROP 9' UTILITY III I •' :- s;.. '`:'' I it % ,' ,' ESMT(TYP) 5,7 \ �` '^\ \\ \� \ \\` PROPO \ \ \\ I- — — — — — — — PROPOSED EASEMENT(AS NOTED IN PLAN) "5:;<-•"••:, .t'• C7 / / BLK k. \ \ \ POSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT o FUTURE 10' REGIONAL TRAIL BY OTHERS ' I ..• - - I TRACT B --- ss =� ---- - ---- ---- ND PROPERTY ILL - ----- ———_— �, --- �• \� 11 , O TRACT AAA TRACT EEE �i' 8 / \\ REC. NO. I N N \ \ 17__ I�p�I r--- - ------ ----- ------ r------ -- - --- ---- - --- --- 200030150497 I I I \ ► s i ` °� \ \ \ � I PROPERTY PIN 1 11 Ew W 16 1a 13 ,z „ ,o N 1472120.73 22 21 20 19 1 Oo PROP U UTILITY ��.' �� \\\ \\ \ ` 11 E 3131459.37 11 I1� ESMT(TYP) s �. 12 Fol1 ___ PROP CONC DROP STRUCTURE --- ----- ------ ----- Q ---- ----- ----- ----- ----- ----- I R20, / , R�6�' I �\ 13 / M M CLIPPER WAY ` 14 TRACT HHH PROP LIMITS OF ,----- - --i r--------0 30' �,----- --� r o I 'Q�o, /' I gyp, I I Q'`L 30' I 20 o ❑ DEVELOPMENT 1 n 7 `� I I 6 30' 59' 1 I I 59' I I I 5 I I 59' j 11 1 5' I I 7- 5' 1 21 EX PROPERTY I I I 1 2 I 1 2 i i i J C-014 1 1 1 2 1 BOUNDARY I 1 I I 1 C-014 — 2 6 1 0 1 2 1 I 7 C-014 2 BLK 1 10 1 I I EX PROPERTY BOUNDARY I Q I 20 TRACTHHH 1 1 1 I I I I I 0 I � TRACT FFF I I I gLK Q PROP 6 2z I I I (q I 19 1 3 1 UTILITY Q 3 I 9 1 (n 1 3 I 8 I I c I BLK 1 1 1 LLI TRACT GGG I 1 1 ESMT 1 9 O W > 16 1 I I J 1 I I 1 1 1 (TYP) 1 � I I i I 25'DITCH & DITCH / J W R I 1 1 1 J I I I 1 O 1 1 1 23 I I ACCESS EASEMENT --� 1 I W I I I IL 1 O 1 W I a 1 I ,0 1 1 a I I s 1 a 1 - Q ' I . REC NO. 200030157848 O w I i i I PROP 9' UTILITY w 1 i I I (TO BE VACATED BY a m I I I 1 11 O j 1 1 I I CURRENT PLAT) \ �.., a Q I I I 1 ESMT(TYP) 6 2 1 24 I _ I I I I I 7 g 1 I I II I 1 M r , _ I I 6 I I 5 1 ' I L�" V o \ \ r l 15 1 I 11 / 1 I I ,o I 1 (60 1 = 1 PROP 6 1 1 I PROPOSED 50 TRAIL AND NATURAL AREAS BUFFER EASEMENT O i \ \ m i I i i i ° ��0 1�6 1 � UTILITY I :I I----------i r--------- ---------J ----- - -----o ESMT ' i I I FUTURE 10' REGIONAL TRAIL BY OTHERS LL. \ \ 6 12 11 1 (TYP) \\\ \\\ I ; — — — i 6 GREENSPACE WAY M \ 1 I 1 ----- -------- - - --- IL. I I PROP DITCH EASEMENT TRACT III \ ------------ i I.I TRACT FFF � I a N \ Em ♦ 1 in 1 \ j 26 PROP LIMITS OF ' i 1 z 3 4 6 6 7 s 1 1 DEVELOPMENT \ I PROP 9 UTILITY 1 1 I 112' gLK PROP 6 UTILITY I I ' PROP MSE , 1 ESMT(TYP) 21 ESMT(TYP) i 1 62 1 I O - WALLS �----- -----J II 1 I �-- ------ ----- ----- --- - -I-- ------ o I z 30' 27 1 Z TRACT JJJ 1 1 1 1 I I I , 1 i, i 1 PROP TOP (TOP OF BANK)OF NO. 8 DITCH O o J 59' 1 N I O 1 28 BLS I 14' I PROP LIMITS OF Q 1 16 15 14 13 12 11 10 9 1 I R200' I I F" O f 1 1 I ' Street Cut Note W z DEVELOPMENT LIP 1 I� I nIIPROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH �io oIv29LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITSO Q ----- ------------Lr) a --- ; ; I �I ; �� ARE TO BE DETERMINED IN THE FIELD BY THE CITY 0- o Rg �' , / , PROP TEMPORARY CONSTRUCTION EASEMENT ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN M L — —FIELD VIEW ROAD — s' ACCORDANCE WITH CITY STREET REPAIR STANDARDS. M I / 1 /,50 II ��o�`4Pp 0 R EG 0 v I I 30' 1 � g5K � � � 1 l� _ � O •>or � � i 59 PROP LIMITS OF DEVELOPMENT I 38 37 36 35 34 33 32 31 30 TRACT LLL .I I � 2 � j 1 � 1 1 � � Q� • mac a I I C-014 " I PROP CONIC C&G W/2 ASPHALT PATCH I I' I ; i •OIL ••�•'��` -_ - w I ® _ TRACT LLL E ��//111111111111\\\\\\\ RICHARDS LAKE ROAD 3 (TWO LANE ARTERIAL) — — — — — — — — — — — _RICHARDS LAKE ROAD — — — — GAS — — GAS GAS — — GAS — — GAS GAS GAS- 0 CALL UTILITY NOTIFICATION ul) (TWO LANE ARTERIAL) PROP CONC WINGWALL/RETAINING WALL PROJECT NO: 1 05001 _ _ _ CENTER OF COLORADO pgTE:AUGUST7, 2024 _ _ PROP LIMITS OF DEVELOPMENT PROP LIMITS OF DEVELOPMENT EX PROPERTY BOUNDARY 0#E� o�E nub 1 -VQ OO-�/Q 22-1987 a CALL 2 BUSINESS DAYS IN ADVANCE SHEET NO: C-0 10 `m BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND j MEMBER UTILITIES. 10 OF 84 a i Street Cut Note KEY MAP - 1" = 1000' EX ROW V LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS �T ARE TO BE DETERMINED IN THE FIELD BY THE CITY r , ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN �•— — — — ACCORDANCE WITH CITY STREET REPAIR STANDARDS. W , • \\ \ TS — 77 -� X X X X X X ® X X X X X X X X X X X X X X X X X X X— X r. a w 1 1 �`�� SPEN \ � � � �. � :� � ; • z , I I_ PROP LIMITS OF I I \\. \ \\ 1\ A F SCALE: 1" = 100' �\ DEVELOPMENT I \ `\ \\ `\\ I \ \\\ \\\ \ 0' 100, 200' II III \ \ \ \� I I N. \ `� PROP LIMITS OF \\ \\\ \�` DEVELOPMENT \ \ \ \ \\\ \\ I I \ `\ \ F \ \ I � I .I'I Q I I 14 FUT ROW \\ \I 11 it \ £ I I w I PROP HC RAMP \ ►1 11 PROP PEDESTRIAN CROSSING W/TRUNCATED DOME WARNING I I F F II IIIIIIIIII \ \\ 11 WITH ASPHALT EXTENSION FOR BIKE MERGE WITH ROADWAY Q EX EDGE OF 19 11 ': ASPHALT \\ i I PROP DRAINAGE EASEMENTIO NOTES I 1 ! I 1 II PROP EDGE OF r NEW ASPHALT I II \I 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREET vi 2 1 MATCH EXISTING 11 '�1 I I \ SECTIONS, SHEET C-0014. 11 it 1 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION o END PROP 10' PROP 10'WIDE TEMPORARY ASPHALT PATH NOTES. z4 SIDEWALK, BEGIN i o�o p❑ I 11 1191 TEMPORARY 10' ' -_ ' ' I 3. SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGN _ _ I 1 PROP DRAINAGE EASEMENT I LEGEND. ASPHALT PATH -- TO NORTH �-fi----�-- � \ 111 111 111 w 12 TRAVEL LANE \ \ 1 `, I I \ \ 4. CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCD 2 8' BIKE LANE AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. . 1 5. PAINTED 4" STRIPES SHALL BE EPDXY PAINT. a a a a a a a EX PROPERTY BOUNDARY \� / 6. STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. I \ I \ `\ CHECKED BY: JRG \\ `� \\ �\. �\\ `\\ I I 7. PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE. PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT I I DESIGNED BY: JRG FUTURE 10' REGIONAL TRAIL BY OTHERS 8. EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND PROP ROW \♦ I I LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED. DRAWN BY: JRG 9. PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. TRACT A KEY NOTE LEGEND PROP 2' \ _--\ ♦ i J d 1 i ACCESS < LU I EX ROW �� \ \ \ `♦ / pI 1 I / ��\� �� \ \� \ \\ `\\ \� O CHANNELIZING LINE WHITE 4" WIDE (TYP.) w \ I \ \ �� `\♦ I O CHANNELIZING LINE 2-YELLOW, (SOLID)4 WIDE (TYP.) W Q NA m J I \ / `\ \ �. STOP LINE PER LCUASS STD. DRAWING 1404 TYP.5 \ \ \ \♦ / 3 � 12'TRAVEL LANE �� O (TYP.) I 1 ��1 - \ \\ �` I. \ �\ \`\ \�� I I 1 4 CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.) PROP 10' \ �� \ 61K `\ \ \� \� `�♦ I ► O \ \ \ \ I < s �� , \\ \\ \♦ BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING L•I SIDEWALK 8'TRAVEL LANES \ \ �. \ ♦ 5 , \ \ \\\♦ O 1406 (TYP.) ryl I p WITH 7 PARKING 2 11 ` \ , �� PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT I O INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING 0 8' BIKE LANE 1 I \`s 2 I i v I TRACT B \\\ \\ , �� ` FUTURE 10' REGIONAL TRAIL BY OTHERS I I Z I I II I \\ \\\ \ \ \ �\ \\ ,\\ \ O CHANNELIZING LINE WHITE 8" WIDE (TYP.) to v ♦ rl 3 ----- ------ ----- \ \. \ \ \\\� \�`\\ \\`� PROP LIMITS OF I I \ O INSTALL STOP SIGN (R1-1) &STREET NAME SIGN O Z I I I BLK \ ��. \ \ �♦` DEVELOPMENT 1 5 ♦ O INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P IQ 1 1 11 \ \ \ \� ` \` I I 8 4 I I I a 1 TRAIsT`�`' INSTALL PRIVATE DRIVE STREET SIGN Y..I T ------------- ----- ------ ----- \ \ \\ \ _ r� 11 INSTALL SPEED LIMIT SIGN. R-2-1-25A O V GRASSLAND ROAD INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK) V 1 12 � A ---- 1 BLKVA\ V A v aI I -- - ----- ---- ----- , \ `� `\ \ -----�_ / 13 INSTALL FIRE LANE NO PARKING SIGN. R-8-31 10 TRAVEL LANES EX PROPERTY BOUNDARY \ _j?` / O Z PROP EDGE OF 1 1 WITH 8' PARKING I I , ..I w NEW ASPHALT i i 1 1 1 •� � 11 \� `\ \\ � � -� �'�, ��— // 14 INSTALL STREET SIGN. 1 z g z 3 a 10'TRAVEL LANES ��\ \ .^ w BLK 10 I BLK 13 10 I WITH 8'PARKING -\.�\ ,\\ \. ❑ 0 Vl Z EX EDGE OF II 1 O 1 10 O 1 ��\ - _ ` / 15 INSTALL NO PARKING ANYTIME SIGN R7-9a V W ASPHALT �I 1 1 ----- ----- L----- ---- ---- ----- TRACTD \\\ \•. `� � I FAAF � �. �\ � \ MOORLAND WAY MOORLAND WAYTRACTE r----- ------ ----- ------- ---�� \ ,�\` E ,\�\ E PROP LIMITS OF c=i 15 ----- -----� r----- ---------- ------ I BLK � � �, \�• \ DEVELOPMENT SIGNAGE LEGEND z 0 2 PROP 2' 10'TRAVEL LANES 1 , `�� _,_\ \ oo 1 0, = < I F ACCESS WITH 8' PARKING I ,a 15 16 ,7 ,s y`� I. >��' a ' \' \ \ i Y.. 00 0 �-' I v I ESMT. 3 1 w g 7 6 5 8 19 d w I > I I \ \ w 1 I a w 12'TRAVEL LANE _---- 8'TRAVEL LANES 20 \ `\ `\ ` BIKEWAY 0 Q I ----- ----- ----- _ \ \ PROPOSED 50 TRAIL AND NATURAL AREAS BUFFER EASEMENT - • W11-2 ft LU WITH T PARKING \\ \ \ W Q 8'BIKE LANE ___ -_- W ___ _ TRACTFi ____ __ NATURE PARK WAY 21 \ \\ FUTURE 10' REGIONAL TRAIL BY OTHERS \.. \... \ ••••• ' RIGHT LANE STOP vl N m J 1 TRACT w ��\ `\ , \ _ \ \ `\\\�� \ �� • BIKES 04 -- _ --- ----- `-- ` Of o \ \ \ 1 `��\ ao F- ~ EX ROW 1 z 1 1 I \\ 22 3 ( I I I Q K w 1 1 0 1 FORT COLLINS W 16-7P Z Z PROP ROW O 1 O c I 5 6 I s 10 11 12 I 0 1 2 3 q BLK `\\ `\ \\\\ \\ I I \ \ \ \ SPECIAL a \ \ OM-4-2 BIKEWAY R1-1 d .. I 1 PROP 10' 10 1 I BLK 13 10 U I 5 `�\ \ 23 \ \ \\ I ;" \ \ U SIDEWALK 1 3 1 Q ----- ------ ----- �\ \` \\ \\ I "�;, \` \ O PROP LIMITS OF I s \ \ \ \ 1 I \ \.. \ J DEVELOPMENT�� Q fiRAC I ----- ----- ---- ---- - TRACT W TRACTK PARKLAND WAY PARKLAND WAY W --__- m I \ \ 24 \ \ \ ---- ---- ---------- `\ n I 15 — — I ----- -----� r----- ----- \\ \\ \\ A ) , \I I I ��„ \ w ? I 1 I 10 10'TRAVEL LANES I I \ , \ 1 1 \ 1 I _-___- ---- NO SPEED 1 I WITH 8' PARKING I 1 \ `\ \\ I I I __ LIMIT W11-2 0 d 1 5 6o 8 1 16 1 1 21 20 19 ` 15 1a 13 1 I I 1 ----- PARKING c o I I I \\ \\ TRACTL 1 1\ -- FIRE 0- 2 4 I 8 I 8 \ g \ I \ \ �� LANE s 5 ----- ----- � --- ----------------� �----- ------ � TRACT \\ `\\ ` \\` \\\\\1111111111111////"� 25 BL R8231 ' AHEAD W16-9P �. \\� �O E • — MEADOW LARK ROAD � \ .� � •••�. R 1 � \ 1 1 ----- .----- ---------- ---- ----- ----- --- 1� '1 8'TRAVELLANES ` -----� $ I I II i II 11 WITH T PARKING ` a 24"X15° _ 0 I w EX PROPERTY BOUNDARY 1 1 I 10'TRAVEL LANES I 1 1 I,I J Q� •w� o I 8 1 9 1 I \ 1 u •r.xr.:r • <c/� 2 1 a I I 10'TRAVEL LANES 18 1 z ' 1 EX PROPERTY BOUNDARY ,,,,,,,r �•.••,••.•••'•G��o`� w 12 TRAVEL LANE I 10 TRAVEL LANES I I 11 WITH 8 PARKING 1 II 27 1 > r•�...r Q �� / WITH 8 PARKING 1 I 11 Q ONAL \\\` 2 1 10 WITH 8' PARKING 10 I I I I 1 1 c 1 1 -S ////�/nnnnllln\\a\\\ INSTALL PRIVATELY 2 8 BIKE LANE 1 1 1 I 1 BLK 1 I 10 11 �13 1 11 36"X15" 3 i i ---- �LL1 ----- ----- --15 ----- L------ -- 11 O 11 II , 1 I I i OWNED & MAINTAINED o I 'AMBLE AMBLE LANE w AMBLE LANE TRACTN AMBLE LANE TRACT L I 11 17 11 1 II II ' III SIGN, PER DETAIL TO I 115 ----- ------� w w ----- ---------- ------ ----- ---------- 1 1 1 I 2a i 1 I THE RIGHT. PROJECT NO: 105001 BLK 1 = > 10 I 1 10 15 1 I 47N „ 1 1 I i ; MATCH LINE Laurel :11 DATE: AUGUST 7,2024 5 I 7 1 I 1 I I rr u a 3 z 0 8 7 6 6 5 II 16 1 I -< I I SEE SHEET C-012 58 X15 6 5 a 1 'I 29 1 I SHEET No: C-0 I I I I WI I 1 TRACT _-- I 1. J 1 I� I Springfield i 900 11 OF 84 a I I II 11 ' I 10IL I m TR`, T w -10AMBLE LANE AMBLE LANE TRACTN AMBLE LANE TRACTM 17 11'I 11I'' IIII ' y II \ KEY MAP - 1 = 1000' 1 I � BLK = > ', 1 11 11 ,1 II zs i i i MATCH LINE T' 4 3 I Z o 6 , ,s SEE SHEET C-011 - I 8 7 6 5 I 1 1 2 I � 5 4 6 1 I 29 l i I / \\ � \.• n . PROP 10' II I 1 TRACT i,T !y' J` • ` SIDEWALK 1 ----- ---------- - 10'TRAVEL LANES _ -____ 'i I i i i ,w .. W I I I „ --- WITH 8' PARKING ___-- - li \\ 30 i i i SPEN 0 EX ROW I \ / \ ..• �� FIELD POINT WAY TRACTS 1 13 PROP EDGE I I TRACT P r 12 1 \ I I ' �> �-+ • OF NEW I I PROP ROW ASPHALT �Ie 1 0 , i 15 I I ' 1 �� v • • I 12 TRAVEL LANE 8 14_ __ 1 7 ■ I I 10 'I 31 8' BIKE LANE , ____--- / uj EX EDGE OF 1 9 1 / I 5 6 ' 8 9 10 U I 1 7 8 1 AN TRp,IL / ,1\,:,, ,1 \\ SCALE: 1" = 100' :F•. A` ASPHALT I 13 I Q 10 I -W pER •'/ \ 13 13 10 I 13 _-- „ •sl - � '\ \\ EX PROPERTY I .t = Z _ --- 32 \ \ \ BOUNDARY ------ ----- ---- ----- ----- TRACTT \ \ 0' 100, 200' ,• 1\\ EX i i TRACTQ PATHWAY LANE w ATHWAY LANE - 8 TRAVEL LANES PATHWAY LANE P - \ \\ I II STRIPING a - , ( WITH 7 PARKING 33 \\ IIIIIII Q TO REMAIN ----- ----- -- - - ----- ---- ----- -----7 O ----- ----- II , 34 �II ELK 35 TRACT V 13 36BK 0 BKQ 16 15 12Q w 3 14 13 12 11 14 13 \\ II_^ a 11 = '1 ---' TRACT _ } Q i i 10 TRAVEL LANES m ----- \\ \\ , \ 013 w II' I PROP LIMITS OF 1 WITH 8 PARKING � \ \ Of w Q �I I DEVELOPMENT 0c z J I G 1 \ \\\ \\ \\ EX PROPERTY TRACT P = Z ~ ~ 1 BOUNDARY - - w TRACT P i I I TRACT U 0 I° I BUILDING BUILDINGA 101''TTRIAVEL LANES 3 STORY Z 18 3 STORY WITH & PARKING UNIT 18 UNIT I I cwn I ; ; - - , \� \', ', ----------------- NOTES o - PARKLAND ROAD W 2 i { PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL S > 1 II p I - --- , II TRACT MMM I SECTIONS, SHEET C-0014. W -- -- -- --- --- -- --- -fl10'TRAVEL LANES 8 ' I FUTURE 10' REGIONAL TRAIL BY OTHERS w Lu 0� I I WITH 8' PARKING ' 11 I I''I 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONS TRUCTIO z 1 I 1 I'I I 1 O BUILID A 1 I I I v NOTES. I I 3STOG , 2 3 5 6 7 9 10 1 1215 10 I I 10'TRAVEL LANES I 18 UNIT I � Al I \ \ I I 15 15 15 15 ��_ - ', WITH & PARKING i \ \\ _ _ L1 A� 00 A0 QQ �� QQ �� _ _ 1 I \ , 3. SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR v s! I I TRACT NNN 12'TRAVEL BL BL _ _-� 11 �� \\ \\ LEGEND. Q -- - - - - - - - - - - TRACT W- - - - - - - �� I I \ ` \ \ _ LANE ® 10 150 00 00 00 00 00 15, 00 00 Q� 1' 15 II I` \\ - \\ 4. CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MU w I W I 1 D 0 1s 15 ,a 11 �� \ \\ \\ AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. . *k I 26 25 24 23 22 21 20 1 19 13 17 I a a a8B BUILDING O\ wI � O cP 5. PAINTED 4 STRIPES SHALL BE EPDXY PAINT. 18 UNIT 10TRAVEL LANELANE a a a a WITH & PARKING _-__ _-__ \• \ �� EX _ _ _ \ \\ \ \ \ \ 6. STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. STRIPING ------ ------ \ \ - - 0 \ CHECKED BY: JRG - I PATHWAY ROAD li ___----- _-_ \\ \\\,-7 \ , \\\\ _ \\\\ 7. PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRA TO REMAIN �I I 1 = 10.15 r ---- \\ \ \ DESIGNED BY: JRG w -I 8 ,1 - --- \\O� \\\ \\ \ \\ AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE. r-------;- I \ ` �\ 8. EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND PROP 10 �� \ \ \ \ \ 25' DITCH & DITCH \ DRAWN BY: JRG 2 SIDEWALK Ill x ' 11 \\ \ \\ Oy \\\ \, ACCESS EASEMENT \\ LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED. I /TRACT > 1 2 3 4 6 RgC� =1 �7 s 10 \ \ REC NO. 200030157848000 X 1 $41- 15//11 15 TRACT \ \ \ 1 \ 9. PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. 0 1 �� E� A A x LJ �� 00 TRA T \ 12 \\ \ \\ \1 11 \\ 1 I EX STRIPING �� - o -- - - - - - - - - 14L- \\ \ \\ 1 \ L.I TO REMAIN ,/ I W BLK TRACT TRACT BLK \� 13 \ \ \ 1 , \ I y KEY NOTE LEGEND W - - - - - - - - - - - - - - - - - - - - - 0 \\ TRACT MMM PROP EDGE OF /' I = I 10�15 QQ 00 00 D 00 00 00 00 00 00 00 x c1514 8 `\ \ \\ „ ' " 10'15 \\ ,` '\ \\ 1O CHANNELIZING LINE WHITE 4 WIDE (TYP.) NEW ASPHALT \ I I ( Z 25 24 23 22 x 21 20 19 X 18 17 1s 15 \ W I I I \ CHANNELIZING LINE 2-YELLOW, LID 4 WIDE TYP.\ C G O SO I I I I71 I 2 EX EDGE OF I I I 8 10 TRAVEL LANES \\ I , \ O (SOLID) (TYP.) ASPHALT i I i _ I � I --- -- -- --- ___ WITH 8 PARKING _ -- 15.10 \ � \ \\ / I\ \\\ , \\ O3 STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.) I 15 10'TRAVEL LANES \ \\ \\ � \\ �I I TRACT WALKING STICK WAY \ \ \ \ O CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.) 00016 WITH 8' PARKING \ \\ \\ \\ O _ 15 I \ \\ �� O`er BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING w I ---- - - -- --- --- - -- -- --- 17 8 I I \ EX PROPERTY U O5 1406 (TYP.) a BOUNDARY 0 12'TRAVEL LANE COACT 1s / \ \\ 1 ti�G INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING Lu I I l x 13 14 G t \ / \ \ V 8 BIKE LANE , 2 3 a s A 6 7 3 9 10 x 11 12 1s \ r^ A AA 15 �� 0 00 AA 15 �� M �� / �O ,p ` / / `\� � �� \ `\ `\ O7 CHANNELIZING LINE WHITE 8"WIDE (TYP.) I 10 15 BLK TRACT Z BLK TRACT Z 15 12 \ \ \ \ / 0 \ _ QQ 20 'oa / \ G� ' INSTALL STOP SIGN (R1-1) & STREET NAME SIGN Q Z Q I i--00 00 00 00 00 00 �Q 00 00 00 - -n- - n , / / 13 RACT 000 1 C) D Y v vv v Y 22 / �/ 1 ` � 15 / /Q 13 . � `\ O9 INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P Q W 35 34 33 32 31 N 30 29 28 27 26 -a 25 24 23 8 Li � o a I0� al1 I 1 & PARKING �m /10 13/ /' r�oTAA / � Q / / �\\\ `�\ 2 10 INSTALL PRIVATE DRIVE STREET SIGN ..1 Z L-- - ___ 5 10'TRAVEL LANES 1- 6 BIKE LANE Aja ___. WITH&PARKING _ q_ p 1513 / \ 3 11INSTALL SPEED LIMIT SIGN. R-2-1-25A V W O 7 -- --- -- --- V z J 12'THRU LANE s , , ,s / p / 10'TRAVEL LANES \\ / � 3 6' BIKE LANE s �O BLK 13 O� // WITH 8' PARKING 12 INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK) n DRIVE —MORNING STAR DRIVE 8 , 1z ' / / 4 w 4 8' PARKING - r o 10 13 Z Z 13 �q r 0 17 i O , o� INSTALL FIRE LANE NO PARKING SIGN. R-8-31 .. w EX ROW --- --- -- --- --- -- ----, ---- -- --- oo ,' �eP ,' ` - --- --- ---- --- - J �■' Z I 8 P� , 00 18 ` / ,' ,' ` \ 14 INSTALL STREET SIGN. 0 rn Z PROP ROW 5 I 1 1 6 �� / ,/!' ,' VI 2 , V SPEED LIMIT SIGN i 1 2 3 5 6 D 7 3 9 1 z 3 4 5 D DD 2 �QP� �Q�'/ 5 15 INSTALL NO PARKING ANYTIME SIGN R7-9a V Q Z I I D 13 13 13 /�G � � i 1 --- 25 MPH -------- 13 �-- _ 0� _ � �Q _�_ 0� _ �� 7 -- -- - - - BLK TRACT QQ 1 15 /' 6 W �I z W �- - , 11 as ZO 13 / SG�o , 14 SIGNAGE LEGEND ,Q O 0 I I I TRACT QQQ 10 I TRACT KK BLK 13 10 10 13 TRACT LL 1 as , , BLK oO w 15 PROP 10' --------------r 13 10 I -- - tvv , 7(� I 00 00 00 00 00 00 QQ 13 i I 00 00 00 00 zz I \ /'��'P/' w m W 1 I SIDEWALK / I 18 17 16 15 14 13 12 11 10 26 25 24 230 I Lu I 1 1 / / TRACT QQ \ \ /: JJ // s PROP LIMITS OF j �� / _ _ _ w '\ v�P°� 10 BIKEWAY U N 0 DEVELOPMENT �v TRACT RR TRACTRR 9 TRACTQQ 36 \\\ `\ / RIGHT LANE STOP W11-2 W I i TRACT PPP / S� 10'TRAVEL LANES p 10 TRAVEL LANES \ \� • `'� I I S� WITH 8' PARKING 10 , BIKES& V= WITH 8 PARKING W / EMERGENCY n W I W - EX PROPERTY / / ~ 9 BLK A 35 /' ^ \ PARKING 3 I I / �/ Q 12 / ONLY W16-7P z vl P i BOUNDARY CO 11 > n� �� ,' \` O N I 6 I 9 I / / 19 20 21 22 23 24 25 26 27 28 1O 27 28 29 30 31 32 33 34 'IQ 13�.�e-P0i FORT COLLINS EX STRIPING TO REMAIN i /� 7 \ SPECIAL ~ I I 13 13 10 I I 13 13OM-4-2 15 _ - - - - - - _I 10BIKEWAY R1-1 U - , � ---- --- ------ -------- --- ---- ---- ---- -- ---- --- ---- ---- --- ---- ---- ---- ---- --- O c I I• -° II - 1 i 10 Lfj s TRACT RRR TRAILS CROSSING LANE TRACTTT TRAILS CROSSING LANE TRACT TT ,,, 0 L B 3 PaROP LIMITS OF 1 �U\ Z W c1411 10 EX PROPERTY DEVELOPMENT _ TRACT UU - SPEED ' 1 1 i BOUNDARY i 47 46 45 44 43 42 41 40 NO O Q EX STOP SIGN - W11-2 Q 1 - --- AND STREET SIGN i --I -- ---- 1--------- ---- ---- - - -- ---- ---- ` _,. FIRE 1n 2 5 - c PROPEDGE EX EDGE OF - - - - - - - - - - - - - - � _ : L�1 \\ovawwumuiiii 4 OF NEW - — ASPHALT T ASPHALT - - - - - BRIGHTWATER DRIVE - - - \\ ELco�` BRIGHTWATER DRIVE ELCO 12„ `\\J\�p�••...... EX STOP SIGN _ .: AHEAD W16-9P 0�. R AN STREET SIGN - - - - \\ \ - - - - - - - - — - - - ., R8-31 \ \ R2-1-25A _ ,1 > \\ \\ > 11 11 i O \ TRACT B \\ LIND PROPERTY �'• '� w o w J w \ w ,^rnGrr[ , �, /ONAL I Q I w \ \ �- REC. NO. INSTALL PRIVATELY _�,. �� '''��mnnnnW\\\\\ o w I w \ \ Q OWNED & MAINTAINED 36"xl5" oI _ - - \\ \\ 200030150497 Street Cut Note o I � Q I I � \ \ � SIGN, PER DETAIL TO F7 THE RIGHT. PROJECT NO: 105001 Of w I I w \ LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS • DATE:AUGUST 7, 2024 m Q I � \\ \\ ARE TO BE DETERMINED IN THE FIELD BY THE CITY 58110" ZZ O I I \ ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN SHEET NO: C-01 2 \ \ ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12 OF 84 a it PROP LIMITS OF DEVELOPMENT KEY MAP - 1" = 1000' I , Wr / \\ PROP DRAINAGE EASEMENT SPUN 0 , ; _ Z • • ip'` \ I I I I 11 `�\ T� • ,`C `\ i \ '�, i i I � I I `\I� a V • i w , SCALE: 1" = 100' \\ I II I I 0' 100, 200' 25' DITCH & DITCH \ \2 ACCESS EASEMENT REC N0. 200030157848 -- ---- / 0 13`\`\\ \ (TO BE VACATED BY `\ 3 \ \\ CURRENT PLAT) i Q `\ \ ` / 1 K \ ``\ / I I I 1 I II I 1 W DRAINAGE EASEMENT PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT i it 10 TRAVEL LANES \ `\ \ \ , \ i 1 i / NOTES WITH & PARKING \ `\ ` FUTURE 10' REGIONAL TRAIL BY OTHERS I I I I I 1 1 11 z 9 \ 10'TRAVEL LANE \ \` i I I I i ' 1 i 6 /' EX PRESCRIPTIVE G 1. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL S > ELK \ WITH 8 PARKING PROP DRAINAGE EASEMENT I I I I� \�5//, 7 / , / \\\ �\ 7\\ \ \\ \\ I I 1 I EASEMENT SECTIONS SHEET C-0014. \`\ 2. SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTIO z NOTES. 10 10 3. SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR J 9 '/ / \� \`\ 1\ \ \ \` \\ / I I LEGEND. W � PROP 6' UTILITY ESMT TYP ' ( ) 4. CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MU AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS- *k a 9 \ \\ \\ \ `♦ ` I I I I I I 11 11 I W <1 <I v nI G PAINTED 4" STRIPES SHALL BE EPDXY PAINT.12 . c 7 �/ 6 15 15 EX PROPERTY BOUNDARY iI I I I�� i it 6. STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED. CHECKED BY: JRG 38 , g PROP 9' UTILITY 13 I 5 ESMT(TYP) /' /c'S� `\\ \\`\\ ` ` \`\/ 1I I I I I 11 7. PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRA 3 , e BLK , /, .a 2j \, \ II 1 I I I I AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE. DESIGNED BY: JRG 15 40 TRACTUU � � ,' , � 4 /' �/ OPO PROP DRAINAGE EASEMENT � � � / , \ \\ \ \ \ I 8. EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND TRACT DDD O \ \ LK \ \ \ 1 I I I \{ LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED. DRAWN BY: JRG �\ 09 `\ 13 \ \\\ 11 _ I _ 1 9. PLEASE REFER TO THE PLAT FOR ALL EASEMENTS. 16 � \\'\\' ' \\ \ 11 11� PROP LIMITS OF DEVELOPMENT 10'TRAVEL LANES ;. 17 , \ WITH 8 PARKING . �\ ` 1 11� KEY NOTE LEGEND 2 15 i 10 15 / , , 10 TRAVEL LANE / \ \ \ \\ \ �- l/ l i 15 ,� WITH & PARKING 5 / /^` `\ : `\ \\ \ \ 1 I • :y;� .`;s;.t,: / i , , BLK �� ,/ \� ti �`\\ \ \ \ ) 1 CHANNELIZING LINE WHITE 4 WIDE (TYP.) / 1 2 g 4 17 , QG / \\ \ G•C \ \ \ \ \ 1 CHANNELIZING LINE 2-YELLOW, (SOLID)4"WIDE (TYP.) s ,t.+...ss I / 1 I I /' /' /' 7 18 10 \\ 1 TRACT B ^ ' I 15 I 115 i/ i 16 13 _ ND PROPERTY L------ -----' \---- ---- --- ------ ----- ----- ---- 6 9 TRANSTION AREA FROM 10'TRAVEL 11 1 / / / O STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.) �A TRACT AAA TRACTEEE ,,,' /' ` \ LANES WITH & PARKING TO 8' 11 11 VJ REC. NO. ------- ----- - ---- �\ y 200030150497 I i 10 15 i 10 13 \\ \ TRAVEL LANE\WITH 7 PARKING I I 111 � I I I O CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.) IQ E - i7i 9 /� `� \\ \ \ `� II 1 11 E BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING w 1 15 14 13 12 11 10 i / 8 \ \ \ 1 1 1 1{ 5 1406 (TYP.) 22 21 20 19 1 TT 1 , , � / �\ `\ \ 18 �.1.� 1 1 10 TRAVEL LANE j 8 WITH & PARKING - ,' 12 \,> \\\ \ \\ 1 I I i 111 \1� 6 INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING V-711-jo --- - --- ---- ---- ----- ----- - . '�' 13 ' 11 \ \/L\\\ I, I I I i 11 11{ 7 CHANNELIZING LINE WHITE 8"WIDE (TYP.) Tr CLIPPER WAY `i{� / O r0 1 I\ \ 0 Vl � — ` 1a ,'' TRACT HHH I � i \\ \ li 11 1{ � / ,_ O INSTALL STOP SIGN (R1-1) & STREET NAME SIGN 0 v PROP LIMITS OF / -------- r -� /- � r \ 1,.// \� /' \ T 1 1 g 1 1 1 I 1 ,' 20 o 0 o I II 11 / O INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P M z DEVELOPMENT 1 1 1 1 1 I 1 1 1 / m 1 7 1 1 1 1 I 6 1 I g 1 8'TRAVEL LANES i i II 11 O I I 11 1 WITH 7 PARKING J I I I I 10 INSTALL PRIVATE DRIVE STREET SIGN 0 1 1 1 8'TRAVEL LANES I 8'TRAVEL LANES ^ EX PROPERTY I Ii WITH TP ARKING 1 21 WITH TPARKING 6 1 �. I I 1 / 0BOUNDARY INSTALL SPEED LIMIT SIGN. R-2-1-25A2 6 2 7 2O1 10 1 1 1 TRACT HHH U w.yyyy I I I 0 I I TRACTFFF 1 1 0 I I BLK 1 PROP 6' 22 INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK) I I (/� I I 19 IY i 3 1 UTILITY Q I I i I i i II z 3 O 1 1 9 I U) TRACTGGG ESMT 3 I I 6 1 9 1 O 1 ' I I I 1 13 INSTALL FIRE LANE NO PARKING SIGN. R-8-31 J '� BLK w I 1 1 f I A w j 18 Z I I 1 (TYP 1 I� J I I I I I I I I 1 1 II / w J Z 1 1 1 1 1 1 I I O 1 ) 23 ' I 1 II 14 INSTALL STREET SIGN. w I I W> I I tL 0 1 4 I i 1 0 4 I 10 I > 4 I I 9 Q I I 1 I Ld O I i i I w INSTALL NO PARKING ANYTIME SIGN R7-9a V 1n 1001 I I PROP 9 UTILITY \ Q 1 1 1 1 I 17 o \\\ \\\ Q r l II i (=� 24 5 5 I I I I PROPOSED ROPOSED 50I'T�RA�IL AND NATURAL AREAS BUFFER EASEMENT 5 PROP 6 '8TRAVEL LANES SIGNAGE LEGENDESMT(TYP) 6 7 6 ~ Vl UTILITY FUTURE 10 REGIONAL TRAIL BY OTHERS = m i I i i i i i i 8 � I i WITH 7'PARKING 1 1 o \ \ `---------� r---------� I---------J ----� ESMT ---- ------ — i LL (TYP) cL \ \ 1 I 6 1 1 12 \ ti o GREENSPACE WAY 1 I I 1 I I N \\ \\ I \ ri TRACT III I i 1 i it BIKEWAY w TRACT FFF I II W 11-2 o \\ \ `� 1 ----- ------------ ----- ----- ------------ ----- I ' II I I I 11 �•�•� / RIGHT LANE STOP V I I \\ I Y I I.I i 11 / BIKES& rl. PROP LIMITS OF ' 1 1 z 3 4 5 6 7 8 1 8'TRAVEL LANES 1 I I I I i II EPARKNGY z I ELK PROP 6 UTILITY I I II ONLY Z DEVELOPMENT { I K WITH 7'PARKING 1 1 W { 1 (TYP) 1 11 I I 11 �_ FORT COLLINS _ • 1 21 ESMT TYP 1 1 I , I I I I 1 1 W16-7P Q g I w ----- ------ ----- ----- --- - - --- ------ -----J 27 ' i i i iN SPECIAL Q vl I Q TRACT JJJ I — I i II \ ` OM-4-2 BIKEWAY R1-1 U z 8'TRAVEL LANES O-w, WITH T PARKING 28 BS PROP LIMITS OF 16 15 14 13 12 11 10 9 1 I I I I U z DEVELOPMENT 1 I 1 I I W ® $ &TRAVEL LANES i i /I i I j Street Cut Note ND SPEED p a I 1 4-WITH T PARKING 'o i 29 i I' I i LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS PARKING LIMIT W11 2 Q 4-* i / i / �1 ARE TO BE DETERMINED IN THE FIELD BY THE CITY FIRE — -FIELD VIEW ROAD / ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN LANE ACCORDANCE WITH CITY STREET REPAIR STANDARDS. \\�1 5 \o�"`uuulunu�//,,' V I / 0 RE ------ ----- ------ ----- --- ----- ----- --- % / II _ 12"- AHEAD W16-9P BLK i i I i 1 I� R8-31 ;•ram 'o•. , _ o PROP LIMITS OF DEVELOPMENT 38 37 36 35 34 33 32 31 30 TRACT LLL I/ / I _ R2-1-25A ' _ mAvw 1 i i l 1r 24"x1511 = :V Q� � I O� �•�C/ oL ------ ----- ----- -- ---- I I ••• �/` � ® TRACT LLL 1 1 rawu.:e 1 rnusrua ,,/TONAL`\\\\\o`\. E 1 �_ _ INSTALL PRIVATELY �g�• �� '��mnnllnn��" 3 RICHARDS LAKE ROAD — — — OWNED & MAINTAINED 36"x15" (TWO LANE ARTERIAL) - - - - - - - - - _RICHARDS LAKE ROAD - - - - - - - _ _ SIGN, PER DETAIL TO (TWO LANE ARTERIAL) - - - - - - - - THE RIGHT. PROJECT NO: 105001 — — — _ �1� Laurel 800 DATE:AUGUST 7, 2024 N PROP LIMITS OF DEVELOPMENT PROP LIMITS OF DEVELOPMENT EX PROPERTY BOUNDARY DKE' — OHE— — HE — — E— — — - 581 x1511 SHEET No: C-013 Dr Springfield < 900 13 OF 84 a W aw z z , TYPICAL STREET SECTIONS w NOTES: 1. SEE SHEETS C-050 TO C-079 FOR ROADWAY STATIONING. 2. ALL STATIONING IS BASED ON ROADWAY CENTERLINE. 3. ALL SIDEWALK CROSS SLOPES TO HAVE 2.0% MAX. CROSS SLOPE. (� 4. ALL TYPICAL SECTIONS ARE NOT DRAWN TO SCALE. w O a a d O ry 0 Q O w a. C/) U) O 15' X X 15' UTIL w w a UTIL F 63' ROW 93' ROW ESMT 72' EXISTING ROW 12' ESMT Q 5.0' 8.5' 36' ROADWAY 8.5' 5.0' 5' 8.5' 66' ROADWAY 8.5' 5' 52, PROP 2'ACCESS ROW EASEMENT 9 J } � Y J 6' 10' 7' 11' 10' 11' 7� 8' 10' z UTIL. � d a 6.5' FENCE SETBACK Q 8' 6' 11' **16' 11' 6' 8' a Y BIKE/ TRAVEL LT ]TRAVELf BIKE } Y o ESMT 10' 10' I 9' a PARK BIK TRAVEL RAVEL 'BIKE PARK 9' Q Y LN LANE TURN LANE LN Y Q w 9 ESMT Util LN LANE CENTER LANE LN E til u LANE m a TRAVEL TRAVEL Esmt MEDIAN %y+ C) PARK PARK 3%max. 3%max. 4%max. O 3%max. 3%max. -- -_ -----i 2 I 2% 1.5%min. 8' 2%min. 2%min. $' - --- - _ 3%max. I 3%max. I ate., 2%min. 2/min. 13' 10, 13' c�> 2.5'VERT CURB & EX 2.5'VERT CURB PROP CURB&GUTTER, w GUTTER(TYP) TRAVEL LEFT TRAVEL 2.5'VERT. CURB & /gooTYPICAL CROSS SECTION * SEE MODIFIED DETAIL FOR RAISED &GUTTER(TYP) PARKWAY&WALK Q TURN GUTTER(TYP) 3 LOCAL CONNECTOR-MODIFIED MEDIAN (SHEET C-083) 36' ROADWAY INTERSECTION EX ASPHALT TYP TYPICAL CROSS SECTION PROP ASPHALT TO CENTER OF MORNING STAR DRIVE (WEST OF STERWHEELER DRIVE) ** COUNTY ROAD 11/TURNBERRY ROAD j a a a a a a a AS NEEDED 6 TRAVEL LANE, OR TO BIKE LANE LINE 1 TYPICAL CROSS SECTION WHERE REQUIRED, LEFT TURN ULTIMATE ROAD IMPROVEMENTS (SEE HORIZONTAL CONTROL PLAN) w LOCAL CONNECTOR LANE IS 12' WIDE AND STRIPED OUT PORTION IS 4' WIDE (WEST OF RAISED MEDIAN) ° ° CHECKED BY: JRG NOTE: 1.) RECONSTRUCTED ASPHALT SHALL HAVE 1.5/o TO 4.0/o CROSS-SLOPE, ROADWAY CURB & GUTTER TABLE 63' AND WILL EXTEND TO THE MIDDLE OF THE TRAVEL LANE, OR TO THE GRASSLAND ROAD:VERTICAL C&G 63' BIKE LANE LINE. DESIGNED BY: JRG GREENSPACE ROAD:VERTICAL C&G 63' STERNWHEELER DR: VERTICAL C&G 63' 2.) TRANSITION TAPER OF ASPHALT OCCURS NEAR THE NORTHERN MEADOWLARK ROAD:VERTICAL C&G 63' PROPERTY BOUNDARY LINE TO TIE-IN TO THE EXISTING EDGE OF DRAWN BY: JRG FIELD POINT WAY: VERTICAL C&G 63' 20' PRIVATE DRIVE / U.E. ASPHALT. HIGH MEADOW ROAD NORTH OF CLIPPER WAY): VERTICAL C&G 63' PARKLAND ROAD:VERTICAL C&G 63' 10' 10' PATHWAY ROAD: VERTICAL C&G TRAVEL TRAVEL WALKING STICK WAY: VERTICAL C&G 3%max. MORNING STAR DRIVE: VERTICAL C&G 2%in. ,. FAIRWATER DRIVE: VERTICAL C&G TRAILWAY ROAD:VERTICAL C&G STARDUST WAY: VERTICAL C&G VARIES VARIES 2'CURB & GUTTER WELLNESS ROAD NORTH OF CLIPPER WAY): VERTICAL C&G CONCRETE INBOUND LEFT OUTBOUND (SPECIAL DRIVEOVER) CLIPPER WAY: VERTICAL C&G RIBBON CURB TRAVEL TURN TRAVEL VARIES FL-FL AT INTERSECTIONS NOTE: 1.) CROSS-SLOPES OF NEW ROADS ARE 2% -3% AS REQUIRED FOR ALLEYS TYPICAL CROSS SECTION 4 PRIVATE DRIVE 24' PRIVATE DRIVE / U.E. vl 12' 12' Z TRAVEL TRAVEL O ma x. O2%min. Q 1'X 1' VARIES VARIES VARIES 2'CURB&GUTTER 'Q iiUi CONCRETE INBOUND LEFT OUTBOUND (SPECIAL DRIVEOVER) w 59' ROW RIBBON CURB TRAVEL TURN TRAVEL Q vl 5.0' 9.5' 30' ROADWAY 9.5' S.0' VARIES FL-FL AT INTERSECTIONS J J � � J AS REQUIRED FOR ALLEYS r0 a 3 5 RIVATE DRIVTYPICAL CROSS SECTION U 9' 6'.5 Fence Setback PE UTIL 16' i Z Q Z 9 ESMT TRAVEL UTIL w PARK PARK ESMT 51' PRIVATE DRIVE/U.E. J W z 3%max. 3%max. 7 2� 2%min. 7 5.0' 6' 42' ROADWAY 6' 5.0' z O w z Y J U a CURB &GUTTER TYPICAL CROSS SECTION CURB & GUTTER Q Y Y _ (ROLLOVER) 2 (ROLLOVER) a o LOCAL RESIDENTIAL 26 0 TRAVEL LL U o ROADWAY CURB & GUTTER TABLE R.O.W. PARK 3%max. I 3%max. PARK a 8' 2E%min. 2%min. 8 A STERNWHEELER COURT: ROLLOVER C&G 59' a. NATURE PARK WAY: ROLLOVER C&G 59, WANDER TRAIL: ROLLOVER C&G N 1.0'VERT CURB & TYPICAL CROSS SECTION 1.0'VERT CURB & WELLNESS ROAD SOUTH OF CLIPPER WAY ROLLOVER C&G 59' GUTTER(TYP) 7 GUTTER o FORUM ROAD: ROLLOVER C&G 59' PRIVATE DRIVE FIELD VIEW ROAD: ROLLOVER C&G 59' 00 HIGH MEADOW ROAD SOUTH OF CLIPPER WAY): ROLLOVER C&G 59' GREENSPACE WAY: ROLLOVER C&G 59' Z CLARION LANE: ROLLOVER C&G 59' 0 d U NOTE: 1.) PARKWAY WIDTH WIDENS V FOR ROLLOVER CURB AND GUTTER p 0 2.) CROSS-SLOPES OF NEW ROADS ARE 2% -3% -j U Z w s 0 0 0 0 R EG m \ per.• R �► �� 3 �:• C`� ` �•• U • o L� ;•�4Ld ��/ /O�NIAIL��G\\\\ CALL UTILITY NOTIFICATION �// 3 CENTER OF COLORADO i Cl) 1 -800-922-1987 PROJECT NO: 1 05-001 ® CALL 2 BUSINESS DAYS IN ADVANCE DATE: AUGUST 7, 2024 BEFORE YOU DIG,GRADE,OR EXCAVATE FOR THE MARKING OF UNDERGROUND o MEMBER UTILITIES. SHEET No: C"0 14 a c m a i 14 OF 84 a Street Cut Note KEY MAP - 1" = 1000' r� EX ROW V LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS4�1 i \ z -FO- - �0- - F0 -F� - FD - - �- - - �-0 - - - �0- - - - � - - _ �� - - - �� ARE TO BE DETERMINED IN THE FIELD BY THE CITY FO FO FO FO FO FO FO FO FO F _ -ram .. EQ—.,. - ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN " \ �_- - - w _ w - - ' _ ACCORDANCE WITH CITY STREET REPAIR STANDARDS. _ IJ�L W _. • Il PROP TEMPORARY CONSTRUCTION EASEMENT \ `\ \ - � -_ \ �. 84, \', \ ? ASPEN O I I II � II 111 II� � \ \ \ \� � \I � 8 � 1 , ? 1 I/ �� '—' • 1 I i o • PROP LIMITS OF DEVELOPMENTco PROP LIMITS OF I \ \\ \ \ `\\ 1 1 / \ I I/ / / / I J SCALE: 1" - 100' 1 DEVELOPMENT I I� ��ov� vv I \ PROP DITCH EASEMENT I \ I 1 i / , 0' 100, 200' r , Y.:.�::. ''...;• \\\ L_ hI'i Q 'Y�:Y':.:Y.: ,.. \ \ � � �\\ \ \\\ \� PROP TOP (TOP OF BANK)OF N0. 8 DITCH PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH \ I \\ ( I 1 I I J / / / / 017 Q w _ FLIT ROW EX EDGE OF 1 I 1 1 \ I n PROP DRAINAGE EASEMENT I I \ I I ASPHALT T > ,1 \ 10 1 I I I I II \ 1 I \ 1 \ 1 \ 1 I\ I I\ \ NOTES: \ 69 I I II PROP CONC DROP STRUCTURE PROP EDGE OF 1 I 1 1 \ \ 1 I I 2 1 I NEW ASPHALT a�� 111 V 111r 1 \ - - y \ 9 1. PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY MATCH EXISTING \ I i \ \ 7 \ \ \ I I\ \ I 1 / \ \ / BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY o z it °� 11 1r \\ 1 \ \ \ \ \ \ \ \ I '/ \ \ \ ON THIS PLAN FOR CLARITY. 00 -70, I II ,r \ l 1 I I \ \ 1 \ I �, \ • TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF. w \ \ \ \ I \ CO \ \1 1\ / 2. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED. � 1 I � I 61 \ \ \ 3. STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT. a 1 I I�III 1 —57 �11111I III III 66 II I 1 I \ 1 � ��, ' 1 \ co I� I \\ II I I ( I I I a' 4. ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO O/ J / I / BE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION. Q CO STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED 56-/ llJll�ll ' i PROP BAKER LATERAL IRRIGATION EASEMENT 1 71 \ 1 I I / / I / / / i (IF NECESSARY AND AS REQUIRED) ON EXISTING, OFFSITE/DOWNSTREAM INLETS. W �� r '� �lIll��°�Ir I III ► \ a <1 <1 <1 EX PROPERTY BOUNDARY I j 25' REFER TO NOTE 9 THIS SHEET \ \ \ \ 5. VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED 00 1 \ 1 I f / / I I / BY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BE \ N \ PROP LIMITS OF DEVELOPMENT � J � CHECKED BY: JRG w \ `\ INSTALLED ACCORDINGLY. 1 / r Rs00 \� \\ \\\ \ `\ / I \ 6. SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES AND DESIGNED BY: JRG J I I J // / DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE. \\ 1 `\ s s6 PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT r ( J 1 I \ / PROP ROW \ / DRAWN BY: JRG I FUTURE 10' REGIONAL TRAIL BY OTHERS \ \ 1 I \ / 7. PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE \ \ ` PROP DITCH EASEMENT SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR ° PROP 2' \`\ \se\ s\6 \ems \ j \ I 1 I III I 1 f / / / / i i STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER N ACCESS \ \s9 \ \., =� I / / / //\ �� UTILITY AND STREET CONSTRUCTION AND GRADING IS J ESMT. \\ \ \ \\ \ I COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE o Q Rs 25' DITCH &DITCH / CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED \ / Q w - \ \ \\ \ \ \ \ \ \ \ \ / / / // // // / PERIOD OF TIME. EX ROW � � � ACCESS EASEMENT \ 1 \ \ \ / / O ( /i `� `\ REC NO. 200030157848 Q I' t �� \ (TO BE VACATED BY \ \ \ \ \ \ I \ \ \ \ \ / 8. THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH � w w W PROP TEMPORARY CONSTRUCTION EASEMENT \ \ \ \ \ \ \ / / / / / i E z Rs N `� CURRENT PLAT) \`, \ \ \ / / / i RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF m Q I� \ 6' ^�a� �`� \\ \\ \ \\ \\ \ \\ I`I \\ \ \ \ ` / / // // // / / i i DEVELOPMENT LINE IN-LIEU-OF SILT FENCE. z \\ ( 5 \ O - 9. INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO ' \` \\ BLK ` \\ \ `\ PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT \ \ / / / / / / / 4:1 SLOPES ADJACENT TO THE NO. 8 DITCH. ACTIVE `\ \ \\ \ \ \ 3�\ LEGEND MODES \ \ REFER TO NOTE 9 THIS SHEET \ \ \ \ \ 1 \ \ \ \ \ / l / / /// / // / i 65— PATH w \ \\ \ \ I \ \ \ \ \ / / / / / / / // / PROPOSED MAJOR CONTOUR- 5 FT INTERVAL L B1K 64�- PROPOSED MINOR CONTOUR - 1 FT INTERVAL \ \ \ `\ \ \ \ \ \ \ \\ \\ \\ \\ \ \ \\ \ \ / / / / / / / / / / / EXISTING MAJOR CONTOUR- 5 FT INTERVAL U) O 3FUTURE 10' REGIONAL TRAIL BY OTHERS w \ \\ \ \\/\ \\ \ \ \\ \\ \ \\ \ \\ \ \ \\ \\/, / / / // / / / / // // \ BLK 61 `\\ \ \ \\\ \\\ \ \ _ \\ / \ \ / / / / EXISTING MINOR CONTOUR - 1 FT INTERVAL MULCH 1 I $ 9 10 \ T I \ \\ \ \ \ \ / / / / / / / / / / /I 61 '\ PROP IRRIGATION EASEMENT \ / / / / / / LIMITS OF DISTURBANCE 4 \ ` ` \\ 0PROP LIMITS OF DEVELOPMENT EXISTING DIRECTION OF SURFACE FLOW J\pop- 61 Ilk, '_11 a, GRASSLAND R INSTALL VEHICLE TRACKING PAD - l GB - GB I BLK � `\ \. `\ ` \` \ ---�-'--_ � \ �� /�� -- '----- - ------- -----11 O (t PROP CONC DROP STRUCTURE \ ss / �- / / / / / O SF INSTALL SILT FENCE PROP EDGE OF I _ 10 MULCH \ / I ` \W \\ PROP DRAINAGE EASEMENT - 68 \ _ _ �� `\ �� \\\\\ _ / // sF J NEW ASPHALT 1 3 _ _ ACTIVE z I , z 3 q �_ - __ - i i Z � I � � � • . � _, REFER TO NOTE 9 THIS SHEET _�_ � / � � /� � W MODES "� i 6� ' ` \ ss\s4 ' \? _ ___<- -- - o; _ , _ _- /// O INSTALL 12" STRAW WATTLE CHECK DAM O z I PATH I B3K IP IP \\.,� IP \ �G3\ �,�` !�777 / / / IP V W EX EDGE OF L \ z\�' �_ / i / O INSTALL CURB INLET GRAVEL FILTER a Rs MOORLAND WAY MOORLAND WAY r--- -- -- -- ----- Q ASPHALT - - -- - - - - - I �� -� \ \ S2 - ,sy s ��, , - / // IP INSTALL AREA INLET GRAVEL FILTER r V _ i B s I BLK O O o J II PROP 2 s Q 1 �� I - O ma`s �s PROP TOP (TOP OF BANK)OF NO. 8 DITCH // O z Q ` i ACCESS s 1a 6 \\ \ o 6\ / / GB INSTALL GRAVEL CURB CHECK BAG \I I MULCH 8 \$$\ O = Q W ES MT. 3 I � 8 7 0 6 5 19 62 00 O I- 16 Q I MULCH �. Q e L --_ ----_ --_(GB) zo h h„ � S2� PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH / MU HAY OR STRAW DRY MULCH 1-5°/ a } Q I I MULCH 0� $ ( °) O w s3 PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT \o N w Q --- -- w - - -- ip NATURE PARK WA z1 \ , NU) \ FUTURE 10' REGIONAL TRAIL BY OTHERS J I m w 6z "� \` ` � \ CWO Cn WO INSTALL CONCRETE WASHOUT EX ROW G2 ------ ---- - \ \ h' \ �o \�� , ' \�� \. a as\ �ss RS IRS INSTALL ROCK SOCK FILTER Q w :�2 - o \ s _-Z Z I I \ \ \ \ ��\.. 4 \ PROP _O Z 1 \sue 5 6 6 9 Gq 10 W 12 1 83 4 B4K \ \ � \\ \\ v a IP _ _�4 _�' Gp INSTALL NORTH AMERICAN GREEN C350 _ \_4� \ Q Rs W \\ \ \\ I b6 Ao \46\4$\44\43\�l \ U o �I 1 sp BLK U 1 64 \ \ \ I — \ — \ \ RR INSTALL RIPRAP PROTECTION TYPE M D =12" 10 3 Q \ \\ O ( ) O ° PROP LIMITS OF ---J � --J w ----- ------ ----- -- s ACTIVE -- - ----- -- - ----- - cn,, DEVELOPMENTS z' \ \ \ \ POND 300 ° I MODES KLAND WAY PARKLAND WAY __ w $ \ � - a� I - PROP DRAINAGE EASEMENT \ s I- O w I PATH - ----- a -- s 101�" 1' \' EX PROPERTY BOUNDARY a of r U Z Li I I G4 20 19 1 1 6 B MULCH I 6$` \ \ \ PROJECT DETAILS O Q ,2 Rs I 1 8 7 I 15 14 13 1 I 1 \ 1 1 j - - - - 42 II t s I / \\ I I\ �> , -- - �41 1. PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES. 11 0 LF p li w I 04 -m - 2. STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF Ao� i - DEVELOPMENT. o GB- GB s� \` \\ i 3. NO HAUL ROADS OFFSITE ARE EXPECTED. \\\\`��\I0IIRE�� ' 4. HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST \\�P�.•••••••C� '' TC s 6s 6$ G3 6? 6� `� I BLK \ 7 J O •• Ry � i 24'x50' MEADOW LARK R 1 � PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION. co.;o�t �o'• 5. GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST, r U ` �^ II GB ---GB e� ---- ______-- - -_ BY CTL THOMPSON, PROJECT NO. FC08010.003-115. _ '- ss - ----- -- GB i GB \ ` 25' DITCH & DITCH 6. SITE SLOPES SHALL BE NO GREATER THAN 4:1. ! LCHo •�\ N GB / ' GB ' ACCESS EASEMENT 7. NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT. o LCH 1 9 / V L,, EX PROPERTY > 1 J Z REC NO. 200030157848 '•tQ� .•'�� uj 2 / IC66 r z s sa 3 6 C , IQ (TO BE VACATED BY ?'ki/ /QNAL��x�`\\\\ BOUNDARY 4 1a 1 y \ Q � .•• G�\ Rs PROP BAKER LATERAL IRRIGATION EASEMENT 1 uLCH I / CURRENT PLAT) TOTAL TOTAL DISTURBANCE EXISTING EXISTING GROUND MATERIAL '��inullnnu�ll`1 ONSITE AREA OFFSITE AREA AT ANY VEGETATION SOIL TYPE WATER CUT/FILL I I !I AMBLE LANE w AMBLE LANE AMBLE LANE I 17 '1 /�r i DISTURBED DISTURBED ONE TIME DENSITY LEVEL W W - ) ( ) ( ) ( ) ( ) ( ) 'r----- ---- ----- ----- ----- ----- --- ' �0 1 �\ 1 I I I \ 39 (SF) SF % % FT CF PROJECT NO: 105001 gLK I = h I I / o MATCH LINE DATE: AUGUST 7, 2024 G 5,641,981 3,744,027 100 VARIES TYPE A 16' to 29' 38,329,443 oz q 3 I s i 7 s s SEE SHEET C-016 ° 1 W MATCH LINE SEE SHEET C-016 i I / 60-85/ SOIL ,I I I / V —G3� I' ^ IP Ip h ; — ° SHEET No: C-O 15 N l I I I I I /NI II i 15 OF 84 a / i BLK 10 I -- - w I \ Street Cut Note KEY MAP - 1" = 1000' ____ • I AMBLE LANE w AMBLE LANE AMBLE LANE -- 7- BILK 1 > BLK BLK �J 11 II �1 i �� 11 i / MATCH LINE SEE SHEET C-015 \ 11 I LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS w I Z p ARE TO BE DETERMINED IN THE FIELD BY THE CITY 11 II o 4 3 w 6 7 6 1 6 5 a 6 �1 I,1/ I ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN \� I • I � 1 IP IP I i I � 1 I I r, _� I , � , ACCORDANCE WITH CITY STREET REPAIR STANDARDS. //I,/, Ld S EX ROW --- J '^�� C\1PROP EDGE FIELD POINT W 3 12 I — , r OF NEW I. 1 i PROP ROW 1 / 1 \ I I I/lift/ ASPHALT IM _ a / — — — EX PROPERTY BOUNDARY v) v v a I I GB I , 15 � I �II' I M I 1 , • EX EDGE OF y I s s i 1 w 1 9 / M , V \ �� / f ,k .1111)II I \�\� )1)„I ASPHALT 7 8 9 10 I Q 7 _WAN�ERT ' �� /\\ ) \, I ��\�- l I - SCALE: 1" = 100' \ _- PROP DRAINAGE EASEMENT IV --- -- -- ANE - \ ,tie//l — \\ II-III = w Y L \ \\ I � I�,C�` /f"I( // �_ 0' 100' 200' 'f > o RS I 1 PATHWAY LANE PATHWAY LANE pATHWA --- _ JJ 1 ---- ----- -- — — � ,_ — O i ` \ j i `C 111111 I 1 BLK 35 / \\ _ i . _ \ O J I BLK I O ° I PROPOSED 50'TRAIL AND NATURAL AREAS BUFFER EASEMENT \ Q O =S O ` \ — \�\ a LJ w I 16 15 12 , 1 1---- \ 13 12 11 14 +� \ \ \ O � I' I 1 i '►� 1 = 1 ___ \ \ FUTURE 10' REGIONAL TRAIL BY OTHERS 01 w w / IP Ip d' Z 1 A A�� A _ m Q 1 PROP BAKER LATERAL IRRIGATION EASEMENT \ \ (� � / I I�I > ,BUILDINGB BUILDING _ -- — —,,, _ ., — —/ \ `� ,. 1 _ NOTES: 3STORY sSTORv \ P PROP DRAINAGE EASEMENT 1 1 8 UNIT 8 UNIT , L 1 GB \ , =:`�i \\` ` _-_// / / _ 1. PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY 2 I I _ I / \-, --------Z. BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY o PARKLAND ROAD I, � A �I� , 7 �_ , ON THIS PLAN FOR CLARITY. V ' 1 I \\ _> 1— • TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF. w 2. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED. z h BUILDINGA I � 13 I 1 I I \ \ 3STORY 1 z 3 a I s s 7 s o „ 3. STOCKPILES SHALL NOT TO EXCEED 10' IN HEIGHT. a 8 UNIT ILMMAL _9�%A =.AIA / I \ � 4. ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO Rs a BL BE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION. Q 1 -- - - - - - IV STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED 00 �Q 00 a oa as o 6a. a5 1 ; I \ ` , , \\ RR \ \\ (IF NECESSARY AND AS REQUIRED) ON EXISTING, 4t w \ \ PROP DRAINAGE EASEMENT OFFSITE/DOWNSTREAM INLETS. w a �, a a a a a 26 24 -— 23 22' 1 20 19 18-= 17 - - � _ \ 1 1 \ i PROP DRAINAGE EASEMENT I 17 BUILDINGD ► I I _ �' \ 5. VEHICLE TRACKING PADS LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BE CHECKED BY: JRG LL 1 GB INSTALLED ACCORDINGLY. PATHWAY ROAD IP _-- \-- _- \ \\ RAIN \ \ pir _ - - / 6. SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES AND DESIGNED BY: JRG w PROP LIMITS OF --- ---- _ \ \ \ \ �'\ GARDEN DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE. DEVELOPMENT - - - - -- --- --- ---- ------ -- -- - --- -- - - r- A 25' DITCH & DITCH \ \ \ I� EX PROPERTY I/ 1 \\\\ Q \sr6 R ACCESS EASEMENT \\ \\\ 7. PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE DRAWN BY: JRG w BOUNDARY I w REC NO. 200030157848 i , \ SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR � 1 2 3 4 5 7 8 - 10 r \ \ \ S SS7 \. \ O \ 1 I � \ 'S S ?. \ � (TO BE VACTED BY \ / � \ � STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER I 1 �p 12 / \\I5�J6 \ \ CURRENT PLAT) \ Z \ `" UTILITY AND STREET CONSTRUCTION AND GRADING IS I , I o0 0 0o as o0 00 0 �� , \ � a, M ,-- � - I - -- - - - - - - - - - - - - - - - \ \\ \ ` \ \ �` \ COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE W I I I i W / I \ �� \ \ , I \ CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED - w - - - - - - - - - - S I\ \\ PERIOD OF TIME. ' >_ ao 00 0o a o0 0 00 14 vv v, v 24 23 22 21 20 18 17 16 1 \ � \\ \ \ � � I � \ v� \V A� \ '� ��``� \ 8. THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH GB i I ) PROP EDGE OF \ \ / \ \\ �� 1 \1 \ / RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF 1 ! v vv�� _ �, hnvv' ' \ I POND200 I I NEW ASPHALT GB -- \ \� ��\ \\ \ \ t \\ , \ DEVELOPMENT LINE IN-LIEU-OF SILT FENCE. ---- -- -- --- --- -- -- --- -- - y) EX EDGE OF 1 i GB GB -- - \ \ \ \ \\ \\ 9. INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO ASPHALT - \ \ \\ \ l \\ / 4:1 SLOPES ADJACENT TO THE NO. 8 DITCH. 1. I WALKING STICK WAY `\ 1 \ IP �� \ �� \ \ LEGEND � 1 I GB EX PROPERTY BOUNDARY 65- PROPOSED MAJOR CONTOUR- 5 FT INTERVAL L I I l 3 \Q 19 IP /y � \ \ 64�— PROPOSED MINOR CONTOUR - 1 FT INTERVAL I ,a \ I 1 2 3 / 4 5 6 7 8 w I I 1 I 1 CC��O � \ \.� vv � vv� 00 0� - �ffL- - !�� _ �� -�� -�� ` ' IP / \\ SRO \ \ \ \ \ \ EXISTING MAJOR CONTOUR- 5 FT INTERVAL j^ + ` \ U) 0 — — — — B \\ / - /* •90 � \ \\ \\\ \\\\ Erv - - - - \ \ EXISTING MINOR CONTOUR - 1 FT INTERVAL02, \ \ \oa a o0 00 \ d35 34 32 31 30 28 27 26 5 24 23 \ \ / —" - _ P ' RR \ LIMITS OF DISTURBANCE �`' Gg 1 / _ _ i 1a EXISTING DIRECTION OF SURFACE FLOW 0 �.1 -I ---- ---- -- - -- - __ T` w Q 5 PROPOSED DIRECTION OF SURFACE FLOW--- — -- / \ 00 JII GB ---- - -- -- - --- - Z O - vTc INSTALL VEHICLE TRACKING PAD DRIVE � � I �I II rc -MORNING STAR DRIVE a , � BZ - �O� i/ � / � `� \\ � O 11-' Gg Gg - ' Q�17_ / S'� i' �a \ ,' sF SF INSTALL SILT FENCECD Z w -1?^ EX ROW w INSTALL 12" STRAW WATTLE CHECK DAM J z LU Z I I I,1 V 2 3 1 a QP �� \ , P/,' \ �C/V� IP O INSTALL CURB INLET GRAVEL FILTER U O //II / 1 2 4 6 8 9 1 3 P� \i w J I I PROP ROW 1 1 _ _ - Q� \ G w I+ - - - -- ---- --- -- - a - - - �� - - - - �� p5�\�'� \ �� IP INSTALL AREA INLET GRAVEL FILTER R _ a U 11 YU ULpI ' BLK �\ O O 7 II 4 O I�j o O 4- -- - - - --- -- - - - - - - - - 11 - - - -- - - - Q4aa 20 ' ' 4 `r\ _ GB INSTALL GRAVEL CURB CHECK BAG V„ O o - o 0 00 oa r ao 0o as GB Gg ,'' G_ Z W I �� 1 22 / 18 17 16 15 4 13 11 10 x (n � 1 26 25 23 ►/� 7 s 1 1 \ c nnu HAY OR STRAW DRY MULCH (1-5%) V! w I 1 PROP LIMITS OF ; �" > /\We MULCH N (n �I� I DEVELOPMENT ' IP IP IP IP IP Q IP IP 36 ` > ` \ cwo n cwo n INSTALL CONCRETE WASHOUT i i I � Y I w / O I� FBI \ W ' LLJ 00 Q I I EX PROPERTY `�� B,K 1 al\ '^\\ Z / CO1 1 Rs RS INSTALL ROCK SOCK FILTER BOUNDARY 1 O zo W 23 zs zs z7 z 27 z 30 31 32 3 34 \ GF INSTALL NORTH AMERICAN GREEN C350 Z- U \ Q_ _ - - U c I I li I L\`_ —® •••�• i — _yam �� i L---- ---- c - / ' RR INSTALL RIPRAP PROTECTION (TYPE M D =12") O ° — — Z� — — — icJ 38 O _J I (1 i ' _ TRAILS CROSSING LANE TRAILS CROSSING LANE -_� o w � � 11 L ll ^r - 6 .- 1— y_ I— c� PROP BAKER LATERAL �7 B 2 W z IRRIGATION EASEMENT �7f - o , 47 45 44 42 41 40 _ / 'a' PROJECT DETAILS O Q 1. PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES. C)_O_ �_ 2. STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF DEVELOPMENT. \ _ 3. NO HAUL ROADS OFFSITE ARE EXPECTED. \\`` RE ` . I — — — - BRIGHTWATER DRIVE SS J� ELCO BRIGHTWATER DRIVE ELCO 4. HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST `� �•••••C ': �� SS- 3 v I ^ h \ �\ = I PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION. •'�� Ry_a1p o•• - - - \ \ - - - - - - 5. GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST, =U �° \ \ EX PROPERTY BY CTL THOMPSON, PROJECT NO. FC08010.003-115. N I I I > \\ \\ j BOUNDARY 6. SITE SLOPES SHALL BE NO GREATER THAN 4:1. - C.O .'4, W I o \ \ o TRACT B 7. NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT. \ \ PROP LIMITS OF Q ;, �..•••••..•' LIND PROPERTY W L— I I w \ \ w DEVELOPMENT /ONALE��\°`, Q I � \ \ F- REC. NO. TOTAL TOTAL DISTURBANCE EXISTING EXISTING GROUND MATERIAL �� I o — I I Iw o � I \ \ Q rt I- _ � \ \ 200030150497 ONSITE AREA OFFSITE AREA AT ANY VEGETATION SOIL TYPE WATER CUT/FILL Q I I I z \ \ DISTURBED DISTURBED ONE TIME DENSITY LEVEL ° ° PROJECT NO: 105001 S)lF7 i z I I I I w \\ (SF) (SF) (/o) (/o) (FT) (CF) SATE:AUGUST 7, 2024 m I I I W \ 5,641,981 3,744,027 100 VARIES TYPE A 16' to 29' 38,329,443 \ 60-85% solLQL SHEET No: C-01 6 i 16 OF 84 a PROP LIMITS OF DEVELOPMENT I I J1 'Y , . - �1 KEY MAP - 1" = 1000' r� Street Cut Note \\ I I r \ I I 1 V I I I \ LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS I I 1 I \ \ \ I \� �`\ � � �� . ' • ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN �\ I I i iI PROP TEMPORARY CONSTRUCTION EASEMENT 1\ `I \`� � \ W ACCORDANCE WITH CITY STREET REPAIR STANDARDS. �\ `\ \ PROP DRAINAGE EASEMENT 1 1 I 7`.. \ / - w SPEN 01 Z 5 \ I I REFER TO NOTE 9 THIS SHEET . s8 I w \ I I � \ • \` ? j\\ I I I I' \` \ \ � 1 ` 4`••A1`�t}+:St 11� .II SCALE: 1" = 100' / POND 200 PROP DITCH EASEMENT \ \\1 \ 1 \ \ 0' 100, 200' I 1\\ \ >. ' \ .•�; - III � o I PROP TOP TOP OF BANK OF NO. 8 DITCH 017 BLK tRR�.PROP DRAINAGE EASEMEN PROP BOTTOM (TOE OF SLOPE)OF NO. 8 DITCH \ _ NOTES: Q S s° / Q, \\ \ I I 1 \ 1. PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY z BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY _ ON THIS PLAN FOR CLARITY. / O / 6 ' ` �` \ I I � ' iI EX PRESCRIPTIVE \ � V12, I I I f • TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF. w 1a 1 PROP DRAINAGE EASEMENT 1 I I I EASEMENT . \ rx 2. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED. z 0 \v�, // 4s / / so / \, • \\ o \\ \\ i i I I 3. STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT. a ' 48 w s ,' w\ \ \ 1 I REFER TO NOTE 9 THIS SHEET \ I 4. ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO 48 �� \ w� \\ i \ \ BE RE-VEGETATED AND RETURNED TO HISTORIC CONDITION. Q GB VIi 46 / ' 7 / g " / \` \ \` \\ �� I i iI ! \I STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED (IF NECESSARY AND AS REQUIRED) ON EXISTING, OFFSITE/DOWNSTREAM INLETS.I aaaaaaa 4s ,/ � // /' �, `\\ \ \\\ I I I � ' as / a / � \ � \ • \ I I III 1 I I __ _, , \ 5. VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED / \) 6 So \\� \� \\ , �` EX PROPERTY BOUNDARY BY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL BE 13 ' \ \ \. �� \� I I I II \ / \ _ - INSTALLED ACCORDINGLY. r V — \ CHECKED BY: JRG 10 14 m so 2j� `\ `� _ J \ \ / V \\ 6. SEE SHEET C-018 & C-019 FOR EROSION CONTROL NOTES AND DESIGNED BY: JRG 4a ' O \�� \�\ PROP DRAINAGE EASEMENT 1 II\ ! \ \ I DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE. 40 / a , 4T G/.� \ \ Si \� I I ( `'I \ i\ \ \\ / I I DRAWN BY: JRG ! / I 7. PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE - - - Ia° / •g� 4a ` oy ` ��```'. �` II 1 1 la 29 SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR -- — � •r:_; : t'' 16 �' 4, 50 � 1 \ 11 � -' I I I STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER 3 '� \ �\ `�S \\ II 1 Ala, UTILITY AND STREET CONSTRUCTION AND GRADING IS •1" a9 \ \ , 1 1 PROP LIMITS OF DEVELOPMENT 6 GB ` ` \ 'Q` ` \ \ 11 `3o I I I COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE 48 �\\ `� O� � \ \ � CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED z /' / \ (2 PERIOD OF TIME. 47 \\ �� G \� \ \ 1 j7 \ 8 28 .�:..};�• / / BILK 17) ,' , ' \\ `�\ `� \ \\ \ '� \ \ \ \ \ \ 8. THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH \ \ \ / / I 42 / RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF TRACT B .�. s / 4a ~ / 43 \ �\ \\ \ 11 \ ! \ \\ \ \ \ \ DEVELOPMENT LINE IN-LIEU-OF SILT FENCE. ND PROPERTY ----_- ---' `---41 -----J, 4 _ ------42 ----- 8 `,\`\ \`� ` ' 1 \ \33 \\ \ \\ Q° 9. INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO REC. NO. I LL ----- --- - -- --- - ----- ----- - = ` � ` `\ I i 1 �' \ \\, � \ \ \ � 4:1 SLOPES ADJACENT TO THE NO. 8 DITCH. h 200030150497 I , r I / �- ---- --- 4s \\ `. IP \ I I 11 � \ 34, \ I\ I Ew=- 1 �9 I 9 �' s \ 1 I , ,.� \ ��- LEGEND 40 45 ' 1 1q 13 12 10 / / \ \ M M 1 1 \ 1 2z 20 ss �, as `\\ \\\ �_ M I I 11 1 3S \\ \ \\ \ 65�_ 6 1 \ PROPOSED MAJOR CONTOUR- 5 FT INTERVAL i*i (`—___ q1 — __-- _ • low 45 ' \\ ` 1 N !� 11 1� I \ \ \ \ \ \ 64 PROPOSED MINOR CONTOUR- 1 FT INTERVAL x, 37 a, GB 43 ,'' , 1 ///'i \ l I I I PROP CONC DROP STRUCTURE 36 \ \ \ \ \\ \ \\ 4a p 11 `\ EXISTING MAJOR CONTOUR- 5 FT INTERVAL CLIPPER WAY • 4z os 0s 4' \ 43 ' I O __ IP IP GB ` 14 '� a �' h34 °° 1 ` 11 II� �\ \\ \\ \ / ) EXISTING MINOR CONTOUR- 1 FT INTERVAL 0 PROP LIMITS OF > , --- - -- -- - -- ---� I 4z / 1 ti , I II \ �� / \ / tO� I 33 I f D �� I 1 1 _ ,� 1 yQ 1P a 11 ❑ 1 , I 38. \ \ \ \ 1 < Vl \ `/ I LIMITS OF DISTURBANCE DEVELOPMENT \ i 66 1 I 4i 41 + \ • I I I s6 I I aQ I I I I W -_ 1 1 I °' I I o 1 II �_\ �I � � \ \ � 1 I I \ O ICI 1 I I I I ,91 1 EXISTING DIRECTION OF SURFACE FLOW EX PROPERTY I I I I ° I °° - 1 , 11 I II !! III III 1 \I \ / \ 1 \ \ J �5 I 1 a I a� I I I I 40 1 i I I i� 15' � L di lill�llll LIIIIIIII i II �\ � \ 1 \ \ \ \ O BOUNDARY 2 i ° i I �• I 1 3 \ PROPOSED DIRECTION OF SURFACE FLOW U) U i I 1 ��\.: 1 p 1 I 9 1 o I BILK 1 10 I �^ I EX PROPERTY BOUNDARY II \ 1 I 1 \ \ \ �.1 \i\ I I I 1 20 M \ \ ¢ I I I 0 I I I ti 1 f I , � it 9\ \ \ \ \ \ n O °° ¢ 39 1 1 1 ; 1 ;m ' i�- / \ \ \ \ \ \ vTC INSTALL VEHICLE TRACKING PAD w� 1 3 1 s 1 LK 3 Q M _,1 ° 1 1 1 3 �s 1 8 1 s\/11 O 1 1 I \ \ sF SF INSTALL SILT FENCEwBLK , w I I 38 1 \ \ \\ ,_ JO >> 1 M I I z �' �� J 1 > M I I I I I I \ \ \ J W o I >w 1 � 1 1 3i 1 ,9 \ \ \ \ O .... "' INSTALL 12" STRAW WATTLE CHECK DAM Z \ 4 1>,-/,I > I a I �s I 1 1 — --- --- -- -- --, ¢ 1 I I I II \ \ \ O L = _ I_ I I 1 al I I 6 I I \ \ \ \ \ \ 1 W m 1 I 1 1 I °I ' 1 °I 1 2 i ' I I I N INSTALL CURB INLET GRAVEL FILTER V Z 1 3s 1 II I REFER TO NOTE 9 THIS SHEET \ \ \ \ \ \ O O "JI r I I �-' I�r••••�� INSTALL AREA INLET GRAVEL FILTER O O M 5 I I 5 I I o I �, I / \ \ LL 5 I 1 11 1 , I 1 \ I \ r , _ \ \ ¢ 1 p 32 I \ IP os 1 1 III I 1i-_47_ \ \ \ \ \ \ iO, V o \ \ m I I I 31 I GB GB ss ' 1 II n M , I ` \ \ \ GB INSTALL GRAVEL CURB CHECK BAG LL z \ \ / ,ry 1 1 • Ip 33 GB 1 III I I I I I II \\ \ \ I \ \ \ \ \ 7 12 \ \ \ I I 1 \ NSP WAY • ' I II I 1I \ \ \ �s �� oa 3s GB II I �I 1 \ \ \ \ \ / \ \ \ \ MU HAY OR STRAW DRY MULCH (1-5%) O \ 24 2s --- - ------ --- - --- -- -- -- ----- --- - 1 PROP DI EASEMENT \ \ ° P 0 DITCH MID n cwo n INSTALL CONCRETE WASHOUT v` a r r 3 1 s I 1 I 1 \ O I� O RR 2e w I I I 1 2 3 4 5 .?6 6 7 8 I I 1 \ PROP LIMITS OF ss 1 1 MI II \ \ \ \ M it 1 \ \ \ \ ` Rs RS INSTALL ROCK SOCK FILTER Z I III I� ? \ 1 GB 1 1 IIIIIIII DEVELOPMENT / s2 `? BILK PROP MSE 2� I oo �� z1 1 I ' 1 1 I \ \ \ \ O uwi 11 WALLS N ---- ---- ---- ---- ----- ----- ----- ---- \ \ \ \ \ GF INSTALL NORTH AMERICAN GREEN C350 1-- 'p Z PROP LIMITS OF __ _ __ ___ _ ___ INSTALL RIPRAP PROTECTION (TYPE M D =12") p \ I DEVELOPMENT z 1 a as 1 1 1 1 PROP TOP (TOP OF BANK)OF N0. 8 DITCH \ O J �rfi( \ \ / I / // O 3s a, s ' B s oL 16 15 13 `?2 I I 1 v 1 \ \ \ \ ui I�i \/ \ ® 11 \ I` \ 11' RR=' -IP Ip N �, 26 1 �` li i III PROP BOTTOM (TOE OF SLOPE)OF N0. 8 DITCH \ \\ \1 \ \ PROJECT DETAILS O a NI1►I /l i %1 I'� \\ 1. PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES. 0� p - --- - - - - - --- - � 1�/ \ � EX POND 100 �%/ I�. - GB I \ \ 2. STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF I I I \ i 1' \ \ \ DEVELOPMENT. �, 1 / \\\ 2s �6 2j— 26FIELD V9EV�i °� s ° 1 /� PROP TEMPORARY CONSTRUCTION EASEMENT \ \ \ 2 / / 1 / \ 3. NO HAUL ROADS OFFSITE ARE EXPECTED. v"`��uuulunuiii/ 4. HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST P•..••••••• PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION. �OO�ort\ R �►• PROP LIMIT F DEVELOPMENT 1 1 1 \ \ \ 5. GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST, _V ` S U , I,I1 111111 �/ ( \ 1 i 3s 37 36 3 3a?° 33 S 0 0 \ \ \ \\ _ \\ BY CTL THOMPSON, PROJECT NO. FC08010.003-115. _ ,1 / 1 - �' \ \ \ \ \ 6. SITE SLOPES SHALL BE NO GREATER THAN 4:1. PROP CONC C&G W/2 ASPHALT PATCH / !/ a 1 / \ \ \ \ \ \ 7. NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT. \\\ \ ��_ ._ � ✓ cwo ?6 28 1 // if l:l ' 1 1 \ � \ • � ••i��\� —= = Jf �.�24�X5� ��,,,��SO ••• G� \\\ wffP J� _ 24 zs ?7 1 I \ - - TONAL - - .. _ _ _ MATERIAL is I ^ II' - TOTAL TOTAL DISTURB EXISTING EXISTING GROUND 3 RICHARDS LAKE ROAD \ - �� 31�323 -35_ == _ \�— = ONSITE AREA OFFSITE AREA AT ANY VEGETATION SOIL TYPE WATER CUT/FILL GAve-- -- �.�, — — — G7 — GAS —__ __ (TWO LANE ARTERIAL) - - - - - - - - - - - _RICHARDS LAKE ROAD - - _ _ - - _ _ - DISTURBED DISTURBED ONE TIME DENSITY LEVEL - - - (TWO LANE ARTERIAL) \ PROP CONIC WINGWALL/RETAINING WALL -_ _ (SF) (SF) (%) M (FT) (CF) PROJECT NO: 105001 _ �u DATE: AUGUST 7,2024 N PROP LIMITS OF DEVELOPMENT J PROP LIMITS OF DEVELOPMENT _ EX PROPERTY BOUNDARY 014E — 0HE— — F#€ — — � — — - 1�"5HN 1 AN 1'b"SAN 5"SAN 5,641,981 3,744,027 100 VARIES TYPE A 16 to 29 38,329,443 10 60-85% solL SHEET No: C-O 'I 7 a i 17 OF 84 a STRAW General Erosion Control Requirements Waste Materials Storage and Sanitary Facilities SEEDING CHART 12"O STRAW WATTLE OR ROCK SOCK FILTERS, WATTLE/ROCK 45) Trash,debris,material salvage,and/or recycling areas shall be,where practical,at least fifty(50)feet from any permanent or interim stormwater structures = SOCK CHECK These 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 resolved EMBEDDED AND STAKED, AS SHOWN, THIS DETAIL, TO or drainage ways and shall be monitored as part of the routine inspections.These facilities should be located out of the wind and covered as able.Where not able to DAM by the more stringent requirement controlling. Table 11.2. Recommended Species and Application Rates of Seeds ENSURE STABILIZATION OF FILTERS. SPACING SHALL BE cover,locating said areas on the side of other structures to reduce exposure to winds,and follow maximum loading guidelines as marked on the container.The - •• BASED ON VERTICAL, TOE-TO-HEAD HEIGHT AT 1) The Property Owner,Owner's Representative,Developer,Design Engineer,General Contractor,Sub contractors,or similar title for the developing entity p q p g housekeeping p g for Temporary Vegetation and/or Cover Crops. _ ( Developer is required to practice good housekee in to keep the construction site free of litter,construction debris,and leaking containers. � _ INTERVALS WHERE 12" HEIGHT IS EXCEEDED BY SLOPE WOODEN (here after referred to as the Developer)has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an • *POINT A MUST attempt to identify erosion,sediment,and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from 46) Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure.These facilities shall also be OF CHANNEL). J STAKE p y p p p g p located as far as practical from an inlet,curb cut,drainage swale or other drainage conveyances to prevent material transport from leaving the local area.This Species Season 1 Drilled Pounds/Acre STRAW BE HIGHER LL- (TYP) leaving the project site as an illicit discharge.Full City requirements and are outlined and clarified in the Manual under Chapter 4:Construction Control Measures a �• WATTLE WOODEN THAN POINT B and should be used to identify and define what is needed on a project. consists of the facility being located,where practical,at least fifty(50)feet from any permanent or interim drainage ways. - . STAKE 2) The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual,the Development Annual Ryegrass Cool 20 (TYP) Oats COOT 7O W • Agreement,the Erosion Control Materials compiled for this project,and the following notes as all these materials are applicable to this project. Other Site Operations and Potential Spill Areas I�L„ _ * 3) The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization 47 Spills:For those minors ills that;are less than the State's reportable quantity fors Ills,stay within the permitted area,and in no way threaten anyCereal Rye COOT 40 �� 7 • ` I / p p p p g ) p p p q y p y p y Wheat - Winter Cool 40 Imo- I - . III- of the construction site. stormwater conveyance,notify the FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 8 City of Fort Collins Utilities by email at erosion@fcgov.com • III I-1 hJ` o or phone(970)817-4770.For any significant,major,or hazardous spills,notify the City of Fort Collins Utilities by phone only after Emergency Response(911)has Wheat - Spring COOT 60 • I- _�I I- 4) The City Erosion Control Inspector shall be notified at least twenty-four(24)hours prior to the desired start of any construction activities on this site to 1lyy, -I I �'f I- been notified and is on route,County Health Department(LCDHE)has been notified through Larimer County Sheriff Dispatch(970)416-1985,and the State Spill Barley COOT 60 d V Imo,. �,II 1_ allow adequate time for on-site confirmation(initial inspection which can take up to two business days after receiving the request)that the site is in fact protected Y • 1, Hotline Incident Reporting have been contacted 1-877-518-5608.Written documentation shall be provided to the City within 5 days of the event.All spills shall be I _�I�_I from sediment and pollutants discharges off site.Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so Millet Warm 30 7 EMBED =1-111=1 1 3 -�I A that demolition,clearin cleaned up immediately. I�-� WATTLE/ROCK III- g,grubbing,tree removal,and scraping may begin without delay.Failure to receive an on-site confirmation before construction activities Hybrid Sudan Warm 15 i,T ' • SOCK FILTERS '4 commence is an automatic"Notice of Violation"and can result in further enforcement actions. 48) Selection of"plastic welded"erosion control blankets shall not be used in areas that wildlife,such as snakes,are likely to be located as these have proven to Sorghum Warm 10 L�..I 3"TO 5"INTO `� 5) The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties.This includes cause entrapment issues. SOIL SECTION A PLAN VIEW but is not limited to:trees,shrubs,lawns,walks,pavements,roadways,structures,creeks,wetlands,streams,rivers,and utilities that are not designed for removal, Final stabilization and project completion 11. A relocation,or replacement in the course of construction. 49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and Cool season grasses make their major growth in the spring. Warm season grasses GENERAL NOTES: make their major growth in late spring and summer. Table 11.4 identifies planting 6) At all times the Developer shall be responsible to ensure adequate Control Measures are designed,selected,installed,maintain,repaired,replaced,and before turning the maintenance over to the Owner,Homeowners Association(HOA),or other party responsible for long term maintenance of those facility. � g P 9 P g � FOOT-COMPACTED 1. INSPECT, REPAIR, AND REPLACE (IF NECESSARY) THE ultimately removed in order to prevent and control erosion suspension,sediment transportation,and pollutant discharge as a result of construction activities dates for perennial and temporary/cover crop grasses. Q FLOW FILTERS AFTER EACH STORM EVENT. 50) All final stabilization specifications shall be done in accordance with the Manual,Chapter 4:Construction Control Measures. BACKFILL associated with this project. w 51) All disturbed areas designed to be vegetated shall be amended,seeded&mulched,or landscaped as specified in the landscape plans within 14 working days > 2. ALL STRAW WATTLE FILTERS MUST BE REPLACED AFTER 7) All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities O ,I _ _ of final grading. Table 11.4. Planting Dates for Perennial and Temporary/Cover Crop Grasses. C4 12" - - ,T I=1I1=1I1 12 MONTHS UNLESS APPROVAL IS GRANTED BY THE commencing. P. _ =1 1=I= ENGINEERING DIVISION FOR LONGER USE. 52 Soil in all vegetated(landscaped or seeded)areas,including parkways and medians shall comply with all requirements set forth in Sections 12-130 through a =I i - 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, 12 132 of the City Municipal Code,as well as Section 3.8.21 for the City Land Use Code. -I II-III=I 1 I- to what is shown on these plans,the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state DATE PERENNIAL TEMPORARY/COVER -1II-' 3. PLEASE REFER TO FOLLOWING NRCS WEBSITE FOR - ��- and progress of construction.The Developer shall implement whatever measures are determined necessary,and/or as directed by the City Erosion Control GRASSES CROP GRASSES � ADDITIONAL WATTLE INFORMATION AND INSTALLATION 53) All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements. Q NOTES AND DETAILS: www.herefordnrcd.com/Straw Wattles. df Inspector.The Developer shall insure that all Erosion Control Plans(Maps)or SWMP documents are updated to reflect the current site conditions,with updates PROFILE VIEW - p being initialed and dated.These site inspections and site condition updates shall be made available upon request by the City. 54) All seed shall be drilled where practical to a depth based upon the seed type.Broadcast seeding shall be applied at double the rate as prescribed for drill Warm Cool Warm COOT w EMBED 9) All listings,provisions,materials,procedures,activities,site work and the like articulated in this or other written site-specific documents(Including but not seeding and shall be lightly hand raked after application.Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V)or on other areas not 14 WATTLE/ROCK limited to the erosion control reports,development agreements,landscape,and drainage materials shall meet or exceed the most restrictive language for Cit , practical to drill seed and crimp and mulch.All hydroseeding must be conducted as two separate processes of seeding and tackification. w » p p g p g ) Y Jan 01 - 28 Yes Yes No No x SOCK 3"TO 5" 12 DIAMETER STRAW WATTLE County,State,and Federal regulations with regards to erosion,sediment,pollutant,and other pollution source Control Measures.The Developer shall be 55) All seeded areas must be mulched within twenty-four(24)after planting.All mulch shall be mechanically crimped and or adequately applied tackifier.The use Mar 01 - Febe 15 Yes Yes NO Yes INTO SOIL responsible to comply with all of these aforementioned laws and regulations. of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Y W OR ROCK SOCK CHECK DAM May 16 - May 31 Yes No Yes No � 10) The Developer shall ensure that all appropriate permits(CDPS General Permit Stormwater Discharges Associated with Construction Activity,Dewatering, Areas of embankments having slopes greater than or equal to 3HAV shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes.During a season when seeding does FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 9 not produce vegetative Jun 01 - Jul 31 No No Yes No Clean Water Act,Army Corps of Engineers'404 Wetlands Mitigation Permit,etc.)have been attained prior to the relevant activity has begun.These permits or I� CURB INLET copies shall be made available upon request by the City. cover,another temporary erosion control shall be implemented along with,or until,temporary seeding or permanent erosion control can be performed. Aug 01 - Aug 31 No Yes NO Yes 11) The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials,workmanship,records,and self-inspections, 56) The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent(70%)vegetative cover Sep 01 - Sep 30 NO No No Yes 0 etc.of the Control Measures involved in the construction activities. has been established,whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4:Construction Control Oct 01 - Dec 31 Yes Yes NO No Measures. Z J I 12 The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site p q pp y p Mulchingshall be used to assist in establishment of va etation. One or more of the o 57) The Developer shall maintain,monitor,repair,and replace any and all applicable Control Measures until final stabilization has been obtained.All Control g conditions around the selected Control Measures by contacting the Erosion Control Inspector.The Erosion Control Inspector will not be responsible for any vi GRAVEL FILTER � explanations,interpretations,or supplementary data provided by others. Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site.When any Control Measure is following mulches shall be used With a perennial dryland grass seed mixture, or a �, removed,the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure.At the point at which the site has temporary vegetation or cover crop. w (APPROX. 3/4 DIA.) 13) All Control Measures shall be installed in accordance with the Manual. been deemed stabilized and verified by City Erosion Control Inspector,all temporary Control Measures can then be fully removed.All measures shall be removed Ix w 14) The City reserves the right to require additional Control Measures as site conditions warrant,to the extent authorized by relevant legal authority. within 30 days after final stabilization is achieved. O WIRE SCREEN WNCRETE Mulch Application Rate 0 15) As with any construction standards,occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified.In 58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1)stabilization has been Acceptable Dates Of use p A BLOCK these cases,a variance to these standards may be applied for pursuant to the terms,conditions,and procedures of the Manual. reached and 2)all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site.At that time the site will be ;- (APPROX. 1/2 MESH) considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. Straw or Hay Jan 01 - Dec 31 1 1/2-2 tons/acre a, A 16) Inspection.The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction Hydraulic (wood or paper) Mar 15 - May 15 1 1/2-2 ton s/acre Ix and within 24 hours following a precipitation event.Documentation of each inspection shall be recorded and retained by the contractor. Erosion control mats or blankets Jan 01 - Dec 31 Not applicable ICable `n 0//- 2"x4" WOOD STUD ( ) PP w OVERFLOW 17) All temporary Control Measures shall be cleaned,repaired,or reconstructed as necessary in order to assure continual performance of their intended CLASSIFICATION AND GRADATION OF ORDINARY R I P R A P FILTERED WATER function.All retained sediments,particularly those on paved roadway surfaces,shall be removed and disposed of in a manner and location so as not to cause their Hay or straw mulch shall be free of noxious weeds and at least 50% of the fiber Shall RUNOFF release into any drainage way. -� - - RIPRAP � OF TOTAL WEIGHT SMALLER STONE SIZE d be 10 inches or more in length. When seeding with native grasses hay from a native _ _ 18) Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to,or of greater protection than 50* _ _ _-� DESIGNATION THAN THE GIVEN SIZE (IN POUNDS) (INCHES) grass is a suggested mulching material, if available. W a a a a a a a 1 - - III-III- the original Control Measure that was to be used in that location.(ex.silt fence,for wattles,or for compact berms)Wattle alone on commercial construction sites 1 -11 = -1 have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied b a construction fence to prevent vehicle traffic. CLASS 6** 70 - 100 85 � M . ''=III=11 ,,,III II III= p p Y If irrigation is used, hydraulic mulches may be applied from March 15 through Sep 30. -I 1 I _ CURB INLET 19) Any implementation or replacement of existing Control Measures for a non-standard control,or alternative Control Measure,shall require the review and 50 - 70 35 a WIRE SCREEN - I I I I'- acceptance by the City erosion control staff before the measure will be allowed to be used on this project.These Control Measures'details shall be submitted, 2� _ i O 01 6 Hay Or Straw Mulch CHECKED BY: JRG GRAVEL FILTER reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering 2 x4 WOOD STUD and hydrological practices CLASS 12 70 - 100 440 WIRE SCREEN 1. Hay or straw mulch will be anchored to the soil by one of Land disturbance,Stockpiles,and Storage of Soils 50 - 70 275 DESIGNED BY: JRG 25 - 50 PLAN VIEW SECTION s5 12 the following methods:/� 20) There shall be no earth-disturbing activity outside the limits designated on the accepted plans.Off road staging areas or stockpiles must be preapproved by 3 the City.Disturbances beyond these limits will be restored to original condition. CT which will I crimp GENERAL NOTES: A CLASS 18 100 1275 (a) A crimper P P the fiber four inches or DRAWN BY: JRG 1. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. 21) Pre-disturbance vegetation shall be identified,protected,and retained wherever possible.Removal or disturbance of existing vegetation shall be limited to 50 - 70 655 more Into the SOLI. At least 50% of the fiber the area required for immediate construction operations,and for the shortest practical period of time.This should include sequencing and phasing construction REMOVE SEDIMENT WHEN ONE HALF OF THE FILTER DEPTH activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas.This should also include when practical 25 - 50 275 18 shall be 10 inches Or more in length. HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED 10 advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred.Vegetation efforts shall IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER start as soon as possible to return the site to a stabilized condition.Sensitive areas should avoid clearing and grading activities as much possible. CLASS 24 100 3500 - 70 (b) Manufactured mulch netting installed over the hay 1700 FILTERING MEASURE. 22) All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from 25 - 50 6 0 24 or straw according to manufacturers instructions. leaving the site. 35 2. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED 23) All soils exposed during land disturbing activity(stripping,grading,utility installations,stockpiling,filling,etc.)shall be kept in a roughened condition at all (C) Tockifiers sprayed On the mulch to the FROM TRAVELED WAY OF ROADS. times by equipment tracking,scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch,vegetation,and/or * d5o = MEAN PARTICLE SIZE. AT LEAST 50 PERCENT OF THE MASS SHALL BE STONES EQUAL TO OR LARGER THAN manufacturer's recommendation. other permanent erosion control is installed. THIS DIMENSION. 2. All straw or hay must be free of noxious weeds. EROSION CONTROL CURB INLET GRAVEL FILTER 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, ** BURY ON 4 TO 1 SIDE SLOPES OR GROUT ROCK IF SLOPES ARE STEEPER. of watering,and down gradient perimeter controls.All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code§12-150. N D P ES PERMIT NOTES All stockpiles shall be flattened to meet grade or removed from site as soon as practical,and no later than the completion of construction activities or abandonment of the project.All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using 1. SITE DESCRIPTION: Vl PIPE/CULVERT PROTECTION _TOE OF FILL the area to store material.If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. VJ a. Onsite construction of single family and multi-family residential development, which consists of i 25) All required Control Measures shall be installed prior to any land disturbing activity(stockpiling,stripping,grading,etc.).All of the required erosion Control J ° ° CSTRAWNyCYA7��, Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule,construction plans,and erosion 10'max demolition, Overlot grading, utility work, roadway construction, and offsite construction Of Ponds R OVERFLOW-----,,,, control report. ZOO and 300, and relocation and re-grading of the No. 8 Ditch. WOOD STAKES _< 26) All inlets,curb-cuts,culverts,and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with WOOD POSTS RUNOFF b. The major activities are planned in the following sequence: Control Measures.Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed,the pipes shall be SILT FENCE FABRIC ANCHORED IN 1. Clearingand grubbing necessary for perimeter controls 1-0 thoroughly cleaned out. TRENCH AND ATTACHED TO POST�, i4! 1, - .... 1111111111111111 . g g y 27) All streams,stream corridors,buffers,woodlands,wetlands,or other sensitive areas shall be protected from impact by any construction activity through the 2. Installation of perimeter controls (J) W Flow ° Flow uLVERr use of Control Measures. 3. Demolition of existing asphalt, concrete, structures, and site items, as applicable FILTERED 24"min 4. Overlot grading of site, including grading of offsite Ponds 200 and 300. O WATER 28) All exposed dirt shall have perimeter control.Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have / 5. Utility construction Of sanitary sewer, water, and storm sewer0< ° .: some form of effective sediment control as the,or as part of the,perimeter control. 6. Roadway construction C) ° o t: ' .„ •.,r 29) All exposed slopes should be protected.All exposed steep slopes(Steeper than 3:1 H:V)shall be protected from erosion and sediment transport through use 7. Stabilization, including seeding < U) z a;• - .s •. of Control Measures. / 8. Removal of sediment & erosion control measures W ° 30) No soils shall remain exposed by land disturbing activity for more than thirty(30)days after activity has ceased before required temporary seeding or O DROP INLET permanent erosion control(e.g.seed/mulch,landscaping,etc.)is installed.This is not just limited to projects that are abandoned;this includes any project that is FLOW c. The site contains approximately 125.0 acres. All 125.0 acres of the site are expected to undergo ..1 END WATTLES TO BE P P Y P 9 KEYED INTO FILL SLOPE. SECTION A-A temporarily halted and no immediate activity is to resume within the next thirty(30)days,unless otherwise approved by the City Erosion Control Inspector.During O O STRAW WATTLES OR a season when seeding does not produce vegetative cover,another temporary erosion control shall be implemented with or until temporary seeding or permanent clearing and/or grading, with some additional offsite grading taking place for Ponds 200 and 300, GRAVEL FILTERS and the relocation of the No. 8 Ditch. Minor offsite road improvements will also occur along (1-1/2"0 f GRAVEL, U) U �I erosion control can be performed. Turnberry Road, along the west boundary of the development. Z WRAPPED IN CHICKEN STRAW WATTLES ARE M BE: (1) ENTRENCHED INTO THE SOIL, 31) All individual lots shall have effective sediment controls located on the street side and any down gradient side.Typically most lots drain to the front yet on WOOD POST ,�//��WIRE) TIGHTLCENTER ABUTTING WITH TL NO GAPS;DETAILS STAKED THROUGH THE those cases where houses are along a pond or drainage Swale have the lot drain in a different direction than the street,those individual lots will need protection on ( i CENTER OF THE WATTLE PER THEPCTS SHOWN ON THIS d. Rational "C" = 0.25 before construction, Rational "C" = 0.49 after construction. The dominate Z I..1 SHEET; (3) BACKFlLLED (FOOT-COMPACTED) that down gradient side to prevent sediment from leaving the lot.See thelndividualLotDetailsforfurtherclarification. COMPACTED BACKFILL SOLI On site has a K factor of 0.32 for the whole soil and a rating Of 6.5 In the Wind Erodibility O wo ENTIRE OUTSIDE PERIMETER. j Vehicle Tracking I"I j SILT FENCE FABRIC ANCHORED IN Z `� Index per the USDA Soil Properties. The existing site slopes approximately 1% to 4%. The new ,..j W A A 32) At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape(concrete,asphalt,road base,etc.)shall have installed at j TRENCH AND ATTACHED TO POST. a improvements will be subjected to both wind and rainfall erosion. J z least one structural tracking Control Measure to prevent vehicle tracking.All areas not protected b an adequate perimeter control shall be considered a point INLET PROTECTION g p g' p Y q p p 24"min 0 where vehicles exit the site.Access points should be limited to as few entrances as possible(All perimeter areas shall be protected from tracking activities). I O w ' e. The predevelopment property consists of open farm land. Before Construction, the site consisted I-} Z 33) In all areas that the structural tracking Control Measures fail to prevent vehicle tracking,collection and proper disposal of that material is required.All inlets , „ �--^-RUNOFF U Z 2 min of ground with native grasses and weeds. located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. O a DROP INLET--,. 34 Cit Municipal Code§20-62 X ,among other things,prohibits the tracking,dropping, i �I_ ) y p g g p g, pping,or depositing of soils or any other material onto city streets by or from any f. Anticipated pollution Sources Will be discussed in the SWMP, provided under separate Cover and X U source.City Municipal Code,§26-498,among other things,prohibits the discharge of pollutants on public or private property if there is a significant potential for prior to construction. There Will be n0 vehicle storage Or cleaning On site. There will be no O �/ O 18"min 6"x6'TRENCH o migration of such pollutant.Therefore,all tracked or deposited materials(intentional or inadvertent)are not permitted to remain on the street or gutter and shall chemical storage on site. jL. 1��1 Z be removed and legally disposed of by the Developer in a timely and immediate manner.Dirt ramps installed in the curb-lines are not exempt to these sections of I�..I o WOOD STAKES code and shall not be permitted in the street right of way(public or private). PLAN VIEWM g. There will be anticipated non-stormwater components of discharge. O : 35) If repeated deposit of material occurs on a site,additional structural tracking controls may be required of the Developer by the City Erosion Control a MAINTENANCE NOTES: Inspector.Loading and Unloading Operations 0 0 36) The Developer shall apply Control Measure to limit traffic(site worker or public)impacts and proactively locate material delivered to the site in close INSTALLATION: h• The downstream receiving water is the Larimer Weld Canal. Storm water runoff from the developed r^ � 1AINSTALL D NS ALSWTIONINSTRUCTIONS��eo FOR ON NRCS GUIDELINES (www.herefordnrcd.com/Straw_Wariles.pdf)AND PER DETAILS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18% AND portion of the site will be conveyed to the existing Pond 100, constructed with the Lind Filing 1 vI SHEET. proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas,vehicle tracking,and sediment EXCAVATE A TRENCH APPROXIMATELY 6" WIDE AND 6" DEEP ALONG THE LINE N 2.IF GRAVEL INLET FILTERS ARE USED,REFER TO"CURB INLET GRAVEL FILTER"DETAIL,THIS SHEET. deposition that could impact water quality. OF POSTS AND UPSLOPE FROM THE BARRIER. NOT LESS THAN THE BOTTOM 1' OF development, as well as to the two off-site detention ponds 200 and 300, via overland sheet flow, O � 3. STORM DRAIN INLET PROTECTION STRUCTURE'S SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT,AND Outdoor Storage or Construction Site Materials,Building Materials,Fertilizers,and Chemicals THE FILTER FABRIC SHALL BE BURIED INTO THIS TRENCH. SWa1eS/channels, curb and gutter, inlets, and storm sewer pipe. �°l REPAIRED WHEN NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED. SILT FENCE 37) Any materials of anon-polluting nature(steel,rock,brick,lumber,etc.)shall be inspected for any residue coming off the material during routine inspection 2. SITE MAP: 3 4. STORM DRAIN INLET PROTECTION STRUCTURES SHALL BE REMOVED AFTER THEY HAVE SERVED THEIR PURPOSE. and will generally be located where practical at least fifty(50)feet from any permanent or interim drainage ways. z W a. See Drainage & Erosion Control Plan. p 38) Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater(lubricants,fuels, STRAW WATTLE OR GRAVEL FILTER FOR PIPES. paints,solvents,detergents,fertilizers,chemical sprays,bags of cement mix,etc.)should not be kept on site where practical.When not practical,they should be Q Z INLETS & STRUCTURES WITHIN SOIL AREAS 3. BMP S FOR STORMWATER POLLUTION PREVENTION: stored inside(vehicle,trailer,convex,building,etc.)and out of contact with stormwater or stormwater runoff.Where not available,they shall be stored outside in U , a raised(high spots or on pallets),covered(plastic or tarped),and sealed(leak proof container)in secondary containment location.The secondary containment or a. Erosion and Sediment Controls: See Erosion Control Notes and Sequence Table (this sheet). 0 0 other Control Measure shall be adequately sized,located,where practical,at least fifty(50)feet from any permanent or interim stormwater structures or drainage b. Materials Handling and Spill Prevention: Measures should be undertaken t0 control construction --I \ SLOPE /\ ways and shall be monitored as part of the routine inspections. materials and waste, and disposal of excess concrete (if applicable) to ensure this and other Fes- �� /�/jI Vehicle and equipment maintenance and fueling materials do not leave the site and enter the existing detention ponds, which eventually outlet to U Z � \��% //\\/` 39 Parkin refueling,and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. the NO. 8 Ditch, and then t0 the Lorimer Weld Canal. Concrete, building materials, Waste, and W \ /\/�\� ) g, g, P p� g \ \ cleanup by-products should not be discharged into the on-site storm sewers stem nor should I t ' This area shall be located,where practical,at least fifty(50)feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as P Y-P 9 Y Q 0 2.OD \ \i 1.5D part of the routine inspections.All areas shall keep spill kits and supplies close. \/\/\/\/\/ / / / / they enter existing Pond 100, or the proposed offsite detention ponds 200 and 300. In the ct \i�\i�\,� 1 .... �\,��\��\.,, �\\ \\, Significant Dust or Particulate generating Process event of a spill from the site into the storm sewer system or the existing detention pond, \�' �/ ' appropriate measures should be undertaken immediately to remove the spilled materials and 40) The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities.All land disturbing activities , prevent future spills from occurring. 0 that result in fugitive dust shall be in accordance with Municipal Code§12-150 to reduce the impacts to adjacent properties and community health.All required `\\\\�ov\\Lo I R E0 a practices shall be implemented and additional ones shall be followed.These practices include watering the sites and discontinuing construction activities until the D = d50 = STATE CLASSIFICATION FOR NOMINAL wind subsides as determined by any City Inspectors. 4. FINAL STABILIZATION AND LONG-TERM STORMWATER MANAGEMENT: °��P........'• 3 STONE SITE. a. See Erosion Control Notes this sheet for final stabilization measures to control pollutants in v;•�.� ` o =' o Concrete truck/equipment washing,including the concrete truck chute and associated fixtures and equipment Z p . o stormwater discharges. _v :�,; , i , " 41) All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use.These Control Measures = � S = ALL EDGES WILL BE 'TOED INTO ABOVE DIMENSION. _ . = shall be located,where practical,at least fifty(50)feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of = = the routine inspections.These areas shall be clearly identified and protected from any wash from leaving the Control Measure.If frequent FORT COLLINS 5. OTHER CONTROLS: 0 �` ZZ w IF RIP-RAP TO BE GROUTED: STORMWATER CRITERIA MANUAL A a. Measures should be undertaken to remove excess waste products from the site and dispose of L ;•�� Appendix F Page 7 access from hardscape to the Control Measure is to occur,a structural tracking Control Measure shall be P p GROUT SHALL BE IN ACCORDANCE TO im lemented.These Control Measures shall be fre uentl cleaned out. these waste materials off-site in an appropriate manner. In addition, measures should be ,t�'�� .•' ASTM:C1107-LATEST REVISION. 42) The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping undertaken to limit off-site soil tracking of mud and debris spillage from vehicles leaving the O� /ONAL GROUT SHALL BE VIBRATED IN PLACE. wash water on to the dirt or other uncontrolled locations. site. Mud and debris should not be tracked along roadways and allowed to enter non-protected 0/11111111110\``\` 3 TOPS OF EXPOSED RIP-RAP WILL BE drainage ways which discharge eventually into the Cache La Poudre River. WET BRUSHED AND CLEANED OF GROUT Dedicated Asphalt and concrete batch plants TO EXPOSE RIP-RAP COLOR. 43) Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request 6. INSPECTION AND MAINTENANCE: PROJECT NO: 105-001 Un and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector.The Developer shall inform the erosion control inspection staff of any dedicated asphalt,or concrete batch plants that is to be used on site. a. Inspection and maintenance should be undertaken On a regular basis as outlined in Section 6 of DATE:AUGUST 7, 2024 11 0 the Terms and Conditions of the CDPS General Permit. a Concrete Saw Cutting Materials RIP RAP DRAWING 44) Saw cutting material shall be in accordance with Municipal Code§12-150 for air emissions and all water applications to the saw cutting shall prevent SHEET No: C"0 1 8 a material from leaving the immediate site and collected.These cutting locations,once dried,shall be swept and scraped of all material and shall have proper and legal disposal. 18 of 84 11 12"(30cm) CHANNEL INSTALLATION � f 4„(10cm) DETAIL Concrete Washout Area (CWA) MM-1 Vehicle Tracking Control (VTC) SM-4 _ ,t 6" I�I�I I -�I I�I III \ = 6" (15cm) 4" lOcm ~" (15Cm) ( ) 1.Prepare soil before installing rolled • - � erosion control products (RECPs), CONCRETE WASHOUT A SIGN �q� including any necessary application of C V V A VTC 5 lime,fertilizer,and seed. 2.Begin at the top of the channel by .•- anchoring the RECPs in a 6"(15cm) 3:1 '4' I • ` 6" deep X 6"(15cm) wide trench with • 20 O(15em) approximately 12"(30cm) of RECPs (WIDTH CAN BE I-- �, v L • extended beyond the up-slope portion VEHICLE TRACKING LESS IF CONST. • 211 -5„ 3:1 3 of the trench. Use ShoreMax mat at the 8X8MIN. 1 CONTROL (SEE VEHICLES ARE (5-12.5Cm) channel/culvert outlet as supplemental - - VTC DETAIL) OR PHYSICALLY • scour protection as needed. Anchor the _f OTHER STABLE CONFINED ON " SURFACE BOTH SIDES) • RECPs with a row of staples/stakes SIDEWALK OR OTHER 4"-6" I" " ` � " - approximately 12"(30cm) apart in the _ PAVED SURFACE 50 FOOT (MIN.} w • ` . " w w " ` w` _ _ bottom of the trench. Backfill and 3:1 (10-15Cm) I I •" """ 3 -� •"` w""• •w =III=I I I II I I II I=I compact the trench after stapling.Apply HLRM - \/ seed to the compacted soil and fold the I MIN © remaining 12"(30cm) portion of RECPs P CONCRETE WASHOUT AREA PLAN . . . .. I I" back over the seed and compacted soil. - Secure RECPs over compacted soil 12" TYP. COMPACTED BERM AROUND =1 I 1=I �_ _ "". " " w„•"w`"w with a row of staples/stakes spaced THE PERIMETER - I I- I- I- """• `" •" `", approximately 12" apart across the 1 >4 2% SLOPE 9" (MIN.) " ® III •" " ` w""" width of the RECPs. -}- - - - W " 3.Roll center RECPs in direction of water f i 3' MIN. I P flow in bottom of channel. RECPs will UNDISTURBED OR� >3 p" UNLESS OTHERWISE SPECIFIED unroll with appropriate side against the COMPACTED SOIL VEHICLE TRACKING PUBLIC ROADWAY BY LOCAL JURISDICTION, USE soil surface. All RECPs must be CONTROL (SEE VTC 8 X 8 MIN. •: COOT SECT. f/703, AASHTO #3 securely fastened to soil surface b DETAIL ) COARSE AGGREGATE OR 6"- placingstaples/stakes in appropriate SECTION A MINUS ROCK =_ I=III locations as shown in the staple pattern :; W _ _ guide. CWA-1 . CONCRETE WASHOUT AREA NON-WOVEN GEOTEXTILE FABRIC -III-_ _ I I I I-I 11 _-I I I-I I 4.Place consecutive RECPs end-over-end BETWEEN SOIL AND ROCK rr -I (Shingle style)with a 4"-6"overlap. Use CWA INSTALLATION NOTES 6 III=1 I - I I I I I I -III-_ -- •--, _, �, _-III-III-III a double ow of staples staggered 4" 1. SEE PLAN VIEW FOR: (15cm) I-III I I- I I I -_ - I-I I MI I I-I I MI I -CWA INSTALLATION LOCATION. UNLESS OTHERWISE SPECIFIED BY LOCAL I I-I I I h-I I I- apart and 4" on center to secure INSTALL ROCK FLUSH WITH JURISDICTION, USE COOT SECT. #703. AASHTO WF I-III-III-III-III III-III-III-III-III RECPs. OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR 9" (MIN.) ® - - - - - - - - - - - - - - - 5.Full length edge of RECPs at top of side WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF OR 6" MINUS ROCK Q slopes must be anchored with a row of SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, - staples/stakes approximately 12"(30cm) THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR - - apart in a 6"(15cm) deep X 6"(15cm) SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A \ \ LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. /�� CRITICAL POINTS wide trench. Backfill and compact the �/ NOTES: trench after stapling. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. NON-WOVEN GEOTEXTILE A.Overlaps and Seams *Horizontal staple spacing should be 6.Adjacent RECPs must be overlapped FABRIC B. Projected Water Line 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES COMPACTED SUBGRADE 1 altered if necessary to allow staples to approximately 2"-5" (5-12.5cm) vi C. Channel Bottom/Side Slope Vertices (Depending on RECPs type) and LEADING OUT OF THE SUBSURFACE PIT SHALL B€ 3:t OR FLATTER. THE PIT SHALL BE AT SECTION A P secure the critical points along the channel ( P 9 YP ) LEAST 3' DEEP. A A surface. stapled. 7.In high flow channel applications a 5_ BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. B B staple check slot is recommended at 30 C C In loose soil conditions, the use of staple 6. VEHICLE TRACKING PAD SHALL BE SLOPED . TOWARDS THE CWA. O to 40 foot (9 -12m) intervals. Use a Z or stake lengths greater than 6"(15cm)may double row of staples staggered 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND O s ' n be necessary to properly secure the 4"(10cm)apart and 4"(10cm)on center ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS F.., VTC-1. AGGREGATE VEHICLE TRACKING CONTROL RECPs. over entire width of the channel. OF CONCRETE TRUCKS AND PUMP RIGS. p Drawing Not To Scale 8.The terminal end of the RECPs must be B. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. U anchored with a row of staples/stakes W kiNORTH Disclaimer: approximately 12" (30cm) apart in a Q AMERICAN The information presented herein is general design information only. For specific applications, 6"(15cm)deep X 6"(15cm)wide trench. GREEN consult an independent professional for further design guidance. Backfill and compact the trench after 5401 St.Wendel-Cynthiana Rd. PH:800-722-2040 stapling. November 2010 Urban Drainage and Flood Control District CWA-3 November 2010 Urban Drainage and Flood Control District VTC-3 j a a a a a a a Poseyville,IN 47633 www.nagreen.com Dr rm Storm Drainage on:5-4-17 Urban Sto Drainage Criteria Manual Volume 3 Urban Sto Drainage Criteria Manual Volume 3 W SLOPE 1211(30cm) INSTALLATION CHECKED BY: JRG DETAIL MM-1 Concrete Washout Area (CWA) DESIGNED BY: JRG r: 2„-5'1 ��\ 6" 1. Prepare soil before installing rolled _ _ \�\� erosion control products (RECPs), DRAWN BY: JRG ' `'•''' (5-12.5cm) _ including an necessary•.:;:�..•;::;.•• I-II-I III= g Y application of lime, fertilizer, and =II = seed. CWA MAINTENANCE NOTES 2 2.Begin at the top of the slope by SECTION A-A f TOE OF FILL -III-I I I I I I=1 ., anchoring the RECPs In a 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. 6 6" 15cm deep X 6" 15cm Wide MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS OUTLET STRUCTURE -I I= I= III ( ) p ( ) POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE PLAN VIEW -A 4 (15cm) trench With approximately 12" EROSION, AND PERFORM NECESSARY MAINTENANCE. FENDS OF GRAVEL FILTER TO BE 3B (30cm)of RECPs extended beyond 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN 18" KEYED INTO FILL SLOPE. the up-slope portion Of the trench. EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE Anchor the RECPs with a row of DOCUMENTED THOROUGHLY. staples/stakes approximately 12" 3. WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON (30cm) apart in the bottom of the DISCOVERY OF THE FAILURE. trench. Backfill and compact the 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN OUTLET PIPE trench after stapling. Apply seed to CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE FLOW the compacted soil and fold the REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. remaining 12"(30cm) portion Of 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS RECPs back over the seed and IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT 18° compacted soil. Secure RECPs CONTAINER AND DISPOSED OF PROPERLY. over compacted soil With a row 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. -III-III-I of staples/stakes spaced 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND GRAVEL FILTER I i III-III-III approximately 12"(30cm) apart MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (3/4"O±GRAVEL, IA 3.Roll the RECPs (A) down or (B) - -III-III-I I across the width Of the RECPs. WRAPPED IN CHICKEN �/) i (DETAIL ADAPTED FROM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER,COLORADO,NOT AVAILABLE IN AUTOCAO). WIRE) I-III-III-III-III III horizontal) across the slope. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS,III III III I I y p CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN RECPs will unroll with appropriate DIFFERENCES ARE NOTED. A I-III-III-III-III-III side against the soil surface. All O L =I I I=I I =I I =I I I=I I I=I I RECPs must be securely fastened SECTION A-A OUTLET STRUCTURE i + r1 ^ to soil surface b lacin -III-III-III-III-III-III y p g PROFILE VIEW ,� W staples/stakes in appropriate 3A I -III-III-III-III-III-I I locations as shown in the -I I -I I I-I I I=I I I-1 I I=I I I pattern guide. own e s +.. Q I IIII-IIIIII-III- 4.The edges of parallel RECPs must r O I =III=III-III=I be stapled with approximately 2" - ..1 > - - III-III_ 5" (5-12.5cm) overlap depending FILTERED OUTLET PIPE O O 1 = - on the R RUNOFF RECPs type. WATER r 1 III- 5.Consecutive RECPs spliced down -I the slope must be end over end _III 3"(7.5cm) (Shingle style)with an approximate 3"(7.5cm) overlap. Staple through Z z overlapped area, approximately 18"TALL GRAVEL FILTER. - - - 12"(30cm) apart across entire r--I O z RECPs Width. MAINTENANCE NOTES: IJ I I III I C I-I z 5 -III- I I= I I 1.FORM CHICKEN WIRE WRAP ALONG FRONT OF OUTLET STRUCTURE AND EXTENDING INTO EMBANKMENT OF POND.Ld O Z Drawing Not To Scale 2.PACK WITH 3/4"GRAVEL AND ROLL&TWIST CHICKEN WIRE WRAP AT TOP TO HOLD TOGETHER(WIRE TIE,IF NECESSARY). U Z `NOTE: GRAVEL FILTER SHALL BE 18"TALL x 18"WIDE AND SLOPE TOWARDS OUTLET STRUCTURE OR LAID UP AGAINST OUTLET NORTH Disclaimer: In loose soil conditions, the use of STRUCTURE FOR STABILITY. O = AMERICAN The information presented herein is general design information only. For specific applications, staple or stake lengths greater than 3.SEDIMENT BASIN FILTER SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT,AND REPAIRED WHEN 0 M GREEN consult an independent professional for further design guidance. 6"(15cm) may be necessary to NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED. O ►^ secure the RECPs. i, Vl Z 5401 St.Wendel-Cynthiana Rd. PH:800-772-2040 properly 4.SEDIMENT BASIN FILTER SHALL BE REMOVED AFTER IT HAS SERVED ITS PURPOSE. LL o Poseyville,IN 47633 www.nagreen.com Drawn on:5-4-17 O CWA-4 Urban Drainage and Flood Control District November2010 OUTLET GRAVEL FILTER (FOR PONDS) 0M a Urban Storm Drainage Criteria Manual Volume 3 1. 6 U)6;rn M'VEL P"SHALL FE w FL+rEn nGRTLY JAWST NP FACE WF SHALL C4 RE PLAMD 5'L.PSTREAM p rRm THE:%LEr uPE%,,G ` CO 4'MIN. WIYB a:may. r • GH+.VEL 16.ve5`+t4LL It 7]GKTLT IH�ITED 45 GLRB 1*49 WITH rn vAPS(TWJ z N I O .o �--N51 MIN. V FL01Y._ G1ITTCR _ Q o `GRAVEL FIC ; U PLAN VIEW o A A O .NO FLue'� �FL'w O r TI&Dr GRAYFL 9AD U z Ld Q) O . 0 < U O 0 uala a 0 GRAVEL @IO PLAN VIES' � pGpq INLE] \O�II\111111IoI I IEIII^ ii LENGTH KUYHCR BF NNo` p. u, GRAVEL M nr N ........R �� rn nF T LpS INLET nr �`Q .••� / D,-5• INLET r1DA \C1 ••fir ` 2 Gl7nER FL�.W �_- - C) ISOMETRIC VIEW = • - > L>ID' J U / f h• 0 lie GRAVEL BIG DILET Iwrn L':[FTE GRAVEL RPLS L.1 AT THE OUTSIDE EDGE IF THE aRY.RETE N'RIN. •• Q /�O�••••N••••FLU SEC7I0N A-A �O // �/O,NIAIL11 ,IE ��``�N o GunlTa GRAVEL BAG FILTER AT DROP INLET 3 mAvn BAG I 26'NTN. 0 o PLAN VIEW FOR MULTIPLE GRAVEL BAGS PROJECT NO: 1 05-001 rn 0 GRAVEL BAG CURB CHECK GRAVEL [SAG APPLICA.TIDNS DATE:AUGUST 7,2024 Computer File Information Sheet Revisions TEIVIPORARY 0 Colorado Department of Transportation STANDARD PLAN 1ti0. O Lr o run Cate: u�04112 Irrtiol UC Duce: C.-it encs 42C1 EnsI Arkmn qs Aren"e d L 10.6t art V .: C7IC4/12 Irit,l LT++ � -=-t'J[J- C var,Cul"rnd" 80222 SHEET No. 'I m FuIIP"tt:w e I Taeludt.int JEusir �d.signs urt '(�M, I k.ne:(•T®:5?�87-go�� EROSION CONTROL 'r,1-?o�-1. a rmmrsrnasvm Fq-:(303)757 3120 rn n,a.ro Fil �nr- 2OriC C C'7.dyr �%] j C4t ,er Mkres a.lon':8 Scd+.Aott-.cde 6nRs: Er list cam-' Project Development Branch DD/'L7A is.>n.a Hy:P-j-t D"vel.pm ,,t��an�h�r Mi H,ecaa Shoct NO. 6 of 12. 19 OF 84 a