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Home My WebLink AboutBLOOM FILING ONE - PDP210014 - PLANS - PLANSLC 2 - LANE ARTERIAL LC LC LC LC MINOR COLLECTOR RESIDENTIAL LOCAL CONNECTOR LOCAL CONNECTOR LOCAL GREENFIELDS DRIVE INTERNATIONAL BLVD SYKES DRIVEARIA WAY - SYKES DRIVE TO DONELLA DRIVEDONELLA DRIVE WHISPERWIND LANETOURMALINE PLACE PARKLAND STREET ARIA WAY - WHISPERWIND LANE TO PARKLAND STREETPARKLAND STREET BARNSTORMER STREET ARIA WAY - PARKLAND STREET TO SYKES DRIVE ARIA WAY CONQUEST STREETROSELYN STREET FLOURISH LANECOMET STREET CRUSADER STREET LC 2.00%2.25%2.25%2.00% PROPOSED PAVEMENTSECTION (TYP.) PROPOSED BASECOURSE (TYP.) 11'11' 76' ROW 8'8'8'5'8'5'9'9' 50' - 6'6' DELOZIER ROAD MINOR COLLECTOR 2.5' VERTICALCURB & GUTTER (TYP.) HARTFORD HOMES BLOOM FILING ONE FINAL DEVELOPMENT PLAN AUGUST, 2022 A TRACT OF LAND LOCATED IN THE NORTHWEST AND WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. FORT COLLINS, CO Know what's before you dig. Planning. Architecture. Engineering. GAS Xcel Energy Stephanie Rich (970) 225-7828 ELECTRIC City of Fort Collins Light and Power Tyler Siegmund (970) 416-2772 CABLE Xfinity Don Kapperman (970) 484-7166 TELECOM. Centurylink William Johnson (970) 377-6401 WATER ELCO Mike Scheid (970) 493-2044 WASTEWATER Boxelder Sanitation District Karen Reynolds (970) 498-0604 STORMWATER City of Fort Collins Utilities Wes Lamarque (970) 416-2418 UTILITY COMPANY CONTACT PHONE NUMBER * ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. SITES. TIMBERLINE RD.E. VINE DRIVE INTERSTATE - 25DateCity Engineer, Date Date Date Date Stormwater Utility, Parks Planning and Development, Traffic Operations, Date APPROVED: APPROVED: APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility, City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner, APPROVED SHEETS APPROVED SHEETS APPROVED SHEETS APPROVED SHEETS APPROVED SHEETS APPROVED SHEETS GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEWBOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: EAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEW - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C0.0_Cover Sheet.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 AGM JEP COVER SHEET C0.0 CITY OF GREELEY And Mulberry W and Mulberry SF? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 E. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION (Version: 11/22/2019) The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibility of the Contractor. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all public and private property. 4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7. Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing with the proposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built Drawings. 9.Materials of Construction: a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design. b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each hydrant into a tracer wire box. c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d. Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings. i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. All fitting bolts shall have zinc caps installed. 10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 14 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer’s installation recommendations. Note maximum trench width detail. 11. Backfill: Backfill of acceptable material shall be placed in ‘lifts’ of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade. 12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 17. Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District’s Specifications. 18. Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19. Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report, compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may be required per project specifics, the District will issue Preliminary Acceptance. 20.Project As-Built and Record Drawing Requirements: a. As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise as requested by the District) for acceptance and to the project’s design engineer for creation of Record Drawings. 21. Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 22. Warranty: The Owner shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Owner shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES: The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the full document shall take precedence. 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 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 construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. G. CITY OF GREELEY DEVELOPMENT/CONSTRUCTION PLAN GENERAL NOTES: 1. All easements and rights-of-way crossing the City of Greeley easement are subject to the rights of said City of Greeley easement. 2. There shall be no permanent structures, concrete slabs, detention ponds, fences, walls, trees, or other landscaping or berms greater than 3 feet at mature growth, or other obstructions within the City of Greeley easement. No cover shall be removed and/or added without written permission from City of Greeley Water Engineer. 3. There shall be no other utilities within the City of Greeley easement except at right angle crossings and unless previously approved by the City of Greeley Water & Sewer Department. All plans shall be submitted during the design phase at least two weeks prior to construction and shall show potholed locations and elevations in plan and profile view. Greeley Water & Sewer will issue appropriate crossing approval. 4. In the event that excavation is required for the City of Greeley water pipelines due to water pipeline repairs, replacement or other operations, the excavation will be backfilled safely but surface restoration will not be done by/ or at the expense of the City of Greeley. 5. Greeley water pipeline locations are approximate, contact the transmission line technician at 970-371-3726, 72 hours in advance of any locate request or any construction activities within the Greeley water pipeline easement. 6. There shall be no vibratory or heavy sheepsfoot compaction within 20 feet of the existing water transmission pipeline. Static compaction equipment shall be used. 7. Greeley pipelines must have a minimum of six (6) feet of cover at all locations to be used as a land bridge during any construction activities. 8. No cuts in grading are allowed within the transmission waterline easements unless sufficient cover exists and is reviewed / approved by the City of Greeley. 9. Greeley water line support at crossings shall be incorporated into the design if proposed utility crossing is below the water line using open trench construction. 10. Any irrigation lines and/or sprinkler systems located within Greeley easement requires contractor to provide Greeley a full set of landscaping & irrigation/sprinkler system plans for review and approval. Plans to be provided a minimum of 2 weeks prior to construction. Valve boxes are not to be located within Greeley’s easement. 11. Any work to be done on City of Greeley waterline(s) shall conform to current City of Greeley specifications. - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C0.0_Cover Sheet.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 AGM JEP GENERAL NOTES C0.2 CITY OF GREELEY MISSING MISSING. IF THIS SHEET IS NOT NEEDED, PLEASE REMOVE IT FROM THE INDEX. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 MM S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S MM MM BIPLANE STREET COLEMAN STREET SUPERCUB LANE CONQUEST STREET SYKES DRIVE COMET STREET (B) RELIANT STREET CRUSADER STREET (B)FAIRCHILD STREETQUINBY STREETFAIRCHILD STREETDELOZIER ROADALLEY AALLEY A QUINBY STREETALLEY B LOT 3 LOT 4 LOT 5 LOT 27LOT 28LOT 29 LOT 25 LOT 7 LOT 8 LOT 9 LOT 23LOT 24 LOT 6 LOT 26 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 19 LOT 20LOT 21LOT 22 LOT 18 LOT 17 LOT 16 LOT 15 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 16LOT 17LOT 18LOT 19LOT 20 LOT 15 LOT 14 LOT 13 LOT 10LOT 9LOT 8 LOT 11 LOT 12 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7LOT 8LOT 9LOT 10 LOT 3 LOT 2 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 3 LOT 14 LOT 4 LOT 5 LOT 6 LOT 13 LOT 12 LOT 11 LOT 10LOT 7 LOT 8 LOT 9 LOT 1 LOT 16 LOT 15LOT 2 LOT 6 LOT 7 LOT 10LOT 11 LOT 8 LOT 9 LOT 16 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15 LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 9 LOT 8 LOT 8 LOT 6 LOT 7 LOT 10LOT 11 LOT 8 LOT 9 LOT 16 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15 LOT 9 LOT 8 LOT 14 LOT 13 LOT 12 LOT 11 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 10LOT 9LOT 8LOT 7LOT 6 LOT 10 LOT 9 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 14LOT 15LOT 16LOT 17 LOT 7 LOT 8 LOT 9 LOT 10 LOT 9 LOT 8LOT 1 LOT 16 LOT 11 LOT 12 LOT 6 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7LOT 8LOT 9LOT 10 TRACT XTRACT YTRACT WTRACT VTRACT Z BLOCK 21 BLOCK 19 BLOCK 19 BLOCK 21 BLOCK 22 BLOCK 23BLOCK 17 BLOCK 16 BLOCK 23 BLOCK 22 BLOCK 24 BLOCK 14 BLOCK 24 BLOCK 26 BLOCK 28 BLOCK 30 BLOCK 26 BLOCK 25 BLOCK 28 BLOCK 27 BLOCK 30 BLOCK 29 BLOCK 32 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow.before you dig.Call R SCALE: 1"=150' 0 75 1505025 MATCHLINE-SEE SHEET C1.1 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C1.0_Existing Conditions.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP EXISTING CONDITIONS C1.0 C1.0 C1.1 Should the existing barricade be labeled "to be removed"? Should the existing barricades be labeled "to be removed"? Should the existing barricade be labeled "to be removed"? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 50'? Are the existing ownership and lot lines still correct? ONLYONLYONLYYIELDONLYYIEL DYIELDYIELD YIELDONLY ONLY YIELDONLY CRUSADER STREET (B) LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 8 LOT 10LOT 11 LOT 9 LOT 16 LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15 LOT 9 TRACT Z BLOCK 30BLOCK 29 BLOCK 32 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow.before you dig.Call R SCALE: 1"=150' 0 75 1505025 MATCHLINE-SEE SHEET C1.0 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C1.0_Existing Conditions.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP EXISTING CONDITIONS C1.1 C1.0 C1.1 CITY OF GREELEY Are the existing ownership and lot lines still correct? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 FAIRCHILD STREETLOT 12 LOT 13 LOT 14 LOT 19 LOT 20 LOT 18 LOT 17 LOT 16 LOT 15 BLOCK 21 8''SS8''SSS S S S S S M Know what's before you dig.SCALE: 1"=40' 0 20 40MATCHLINE-SEE SHEET C2.2MATCHLINE-SEE SHEET C2.3 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.1 What about existing sidewalk? Please add legend symbols for existing and proposed pedestrian ramps. It would be helpful to have a construction detail referenced Should there be a note indicating that this barricade will be removed? Why do these ramps have different symbols? Will they be constructed differently? If so, please specify the construction detail for each. Either way, please add legend symbols. Isn't there existing sidewalk along here? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 FAIRCHILD STREETLOT 3 LOT 2 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 8LOT 7 LOT 9 LOT 6 LOT 7 LOT 10LOT 11 LOT 9 LOT 8 BLOCK 22 BLOCK 22 BLOCK 24  MATCHLINE-SEE SHEET C2.4MATCHLINE-SEE SHEET C2.6 MATCHLINE-SEE SHEET C2.1 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.3Know what's before you dig.SCALE: 1"=40' 0 20 40 Can this masking be trimmed back so it doesn't cover so much other linework? What is this? Does it need a legend symbol? Please ensure that these lights are at least 2 feet away from the edge of the sidewalk/trail. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C2.5MATCHLINE-SEE SHEET C2.7 MATCHLINE-SEE SHEET C2.2 MATCHLINE-SEE SHEET C2.3- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.4Know what's before you dig.SCALE: 1"=40' 0 20 40 What are these? Is a legend symbol needed? There should be a ramp here if curb, gutter, and sidewalk are all being constructed now. R85.86' City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 10:26:23 AM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 MATCHLINE-SEE SHEET C2.4MATCHLINE-SEE SHEET C2.8 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.5Know what's before you dig.SCALE: 1"=40' 0 20 40 Is the dashed line the easement boundary as dedicated on the plat? Or is there an additional 5' drainage easement around the edge? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 DELOZIER ROADLOT 7 LOT 10 LOT 7 LOT 9 LOT 8 LOT 8 LOT 7 LOT 10 LOT 9 LOT 8 LOT 12 LOT 11 LOT 8LOT 7 LOT 10 LOT 9 BLOCK 26 BLOCK 28 BLOCK 30  MATCHLINE-SEE SHEET C2.7MATCHLINE-SEE SHEET C2.9 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP MATCHLINE-SEE SHEET C2.3 AGM JEP HORIZONTAL CONTROL PLAN C2.6Know what's before you dig.SCALE: 1"=40' 0 20 40 Why are these ramp symbols different? Why is the stop sign on the left side? What are these? Please add a legend symbol or a clear label, and reference a construction detail. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 1 1 1? 1? MATCHLINE-SEE SHEET C2.6MATCHLINE-SEE SHEET C2.10 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.7MATCHLINE-SEE SHEET C2.8MATCHLINE-SEE SHEET C2.4 Know what's before you dig.SCALE: 1"=40' 0 20 40 Is this supposed to be a ramp? If so, please update the symbol and add a receiving ramp on the opposite side of the street. If not, please clarify what it is using a note or a legend symbol. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 1? 1? 1? MATCHLINE-SEE SHEET C2.10MATCHLINE-SEE SHEET C2.6 MATCHLINE-SEE SHEET C2.12 KEYMAP - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 AGM JEP HORIZONTAL CONTROL PLAN C2.9Know what's before you dig.SCALE: 1"=40' 0 20 40 Please add a legend symbol for curb ramps, on every sheet where there are curb ramps (proposed, existing, and deferred). Symbols are needed for existing, proposed, and deferred curb ramps. If this is not clear to the inspectors during construction, they will err on the side of requiring all curb ramps to be built now. If these curb ramps are not being built now, please clearly indicate that the curb will be depressed in the correct locations for the ramps to be installed later. If these curb ramps are not being built now, please clearly indicate that the curb will be depressed in the correct locations for the ramps to be installed later. Should there be a note that the existing barricade will be removed? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C2.9MATCHLINE-SEE SHEET C2.7 MATCHLINE-SEE SHEET C2.13 KEYMAP - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 AGM JEP HORIZONTAL CONTROL PLAN C2.10MATCHLINE-SEE SHEET C2.11Know what's before you dig.SCALE: 1"=40' 0 20 40 If this sidewalk, curb, and gutter are being built now, please install a ramp here now. If this sidewalk is being installed now, please use the appropriate hatching to indicate sidewalk, but be clear if it is being built per Peakview plans.City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 2:06:09 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 MATCHLINE-SEE SHEET C2.13MATCHLINE-SEE SHEET C2.9 MATCHLINE-SEE SHEET C2.14 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 Know what's before you dig. SCALE: 1"=40' 0 20 40 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.12 CITY OF GREELEY This appears to be a future roadway centerline for Aria extension. The alignment and design for Aria south of Donella is not being approved with Filing One. Please remove this line south of where it intersects with the Donella centerline. DRIVEWAY LOCATION TO BE DETERMINED AND BUILT WITH FUTURE FILING City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 9:43:37 AM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 If these curb ramps are not being built now, please clearly indicate that the curb will be depressed in the correct locations for the ramps to be installed later. Please indicate that a ramp will be constructed here, now or in the future. MATCHLINE-SEE SHEET C2.15 MATCHLINE-SEE SHEET C2.10 MATCHLINE-SEE SHEET C2.12- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.13Know what's before you dig.SCALE: 1"=40' 0 20 40 Ramps needed here if sidewalk, curb, and gutter are being installed now Sidewalk hatching? City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 2:06:37 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 MATCHLINE-SEE SHEET C2.12 MATCHLINE-SEE SHEET C2.15- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 Know what's before you dig. SCALE: 1"=40' 0 20 40 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.14 CITY OF GREELEY This appears to be a future roadway centerline for Aria extension. The alignment and design for Aria south of Donella is not being approved with Filing One. Please remove this line. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022  MATCHLINE-SEE SHEET C2.16 MATCHLINE-SEE SHEET C2.13 MATCHLINE-SEE SHEET C2.14- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.15Know what's before you dig.SCALE: 1"=40' 0 20 40 This appears to be a future roadway centerline for Aria extension. The alignment and design for Aria south of Donella is not being approved with Filing One. Please remove this line. Sidewalk hatching? Does this mean that the eastern sidewalk north of this line is NOT per Peakview plans? City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 2:07:15 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 MATCHLINE-SEE SHEET C2.17MATCHLINE-SEE SHEET C2.15 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C2.1-C2.6_Horizontal Control.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 Know what's before you dig. SCALE: 1"=40' 0 20 40 KEYMAP AGM JEP HORIZONTAL CONTROL PLAN C2.16 CITY OF GREELEY This appears to be a future roadway centerline for Aria extension. The alignment and design for Aria south of Donella is not being approved with Filing One. Please remove this line. These access easements need to be added to the plat City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 12:46:07 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/30/2022 MATCHLINE-SEE SHEET C3.1MATCHLINE-SEE SHEET C3.5 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.2SCALE: 1"=40' 0 20 40 KEYMAP MATCHLINE-SEE SHEET C3.3B/GBA/BA G S Please make sure to use the "right-of-way" line type for this line. It is very confusing that this line looks so similar to the Proposed Contour line type. Please use a different line type for right-of-way than you used for easement. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C3.2MATCHLINE-SEE SHEET C3.6 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.3SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S What is this line? If it is important, please label it. If it is not important, please remove it. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C3.16 MATCHLINE-SEE SHEET C3.11 MATCHLINE-SEE SHEET C3.13- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.14SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S Please label these contours and any others that have not been adequately labeled. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C3.18MATCHLINE-SEE SHEET C3.15- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.16SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S MATCHLINE-SEE SHEET C3.14 Please label these contours and any others that have not been labeled yet. Why were the labels taken off these contours? Please add back the labels. What is this linework? Please compare the legend to the linework on this sheet and resolve any descprency and omission Contour elevations are not adequately labeled. Elevations need to be clearly labeled or easily surmised for every contour shown in the utility plans. Is this accurate? It looks like the road drops a foot in the horizontal span of 0 to 3 feet 2'-8" City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 3:25:46 PM Where are the grading tie-ins? Different linetypes City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C3.15 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022MATCHLINE-SEE SHEET C3.18KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.17 SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S CITY OF GREELEY Need elevation contour labels City of Fort Collins Development Review Engineering John Gerwel, EI 08/29/2022 10:07:34 AM MATCHLINE-SEE SHEET C3.16 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022MATCHLINE-SEE SHEET C3.19KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.18 SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S MATCHLINE-SEE SHEET C3.17CITY OF GREELEY PLEASE LABEL ALL CONTOURS ON THIS SHEET THAT HAVE NOT ALREADY BEEN LABELED OR ARE NOT EASY TO FIGURE OUT Contour elevations are not adequately labeled. Elevations need to be clearly labeled or easily surmised for every contour shown in the utility plans. Grade not tied in to existing This is one spot on this sheet where elevations cannot be determined City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 3:25:41 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 MATCHLINE-SEE SHEET C3.18- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. AGM JEP OVERLOT GRADING C3.19 SCALE: 1"=40' 0 20 40 KEYMAP B/GBA/BA G S CITY OF GREELEY Contour elevations are not adequately labeled. Elevations need to be clearly labeled or easily surmised for every contour shown in the utility plans. There is not a single elevation label on this grading sheet. City of Fort Collins Development Review Engineering John Gerwel, EI 08/26/2022 3:27:01 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 S S W W WW W W W W W WW W W W W W W G G G GGG G G G G G GGGG W WW S S W G G G G G G G G G G GGG G G G GGG GGGGGGGW S SSSSSWWWWWWWWS S S S S S S S S S S SWWSSSS SS W W S S S S S S W W S S S S W W W W W S S S S S G GW W S VA U L T VAULT V A U L T VAULTVAULT VAULTFAIRCHILD STREETLOT 12 LOT 13 LOT 14 LOT 19 LOT 20 LOT 18 LOT 17 LOT 16 LOT 15 BLOCK 21 8''SS8''SSS S S S S S M Know what's before you dig.MATCHLINE-SEE SHEET C4.2MATCHLINE-SEE SHEET C4.3 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP UTILITY PLAN C4.1 SCALE: 1"=40' 0 20 40 Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this water line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of water line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 W S S SS S S SSSSSSS S S S S SWWWWWW W WW W W W W W W WWWWWWWW W W W W W W W W W W G G G G G G GGS S S S S SS SS S S SS S W W W WWW W W W S S S S S S S SSSSSSSWS S WWWWS WWWWWWS SSS S S SSS W W W WWW W W W W SSWWWSWWSWS SSS WWWWWWWWWWWWSWWWG G G G G G G G G G G G G G G GGGGG G G G G G G GGGGG GGGGGGGGGS S S SSS WWS S W W S S WWS S S S S S S S S S S WWS S S S S S S G GGW WW SS S VAULTVAULTVAULT VAULT VAULT VAULT VAULTVAULTVAULTVAULT VAULT VAULT VAULT VAULT VAULT VAULTFAIRCHILD STREETLOT 3 LOT 2 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 8LOT 7 LOT 9 LOT 6 LOT 7 LOT 10LOT 11 LOT 9 LOT 8 BLOCK 22 BLOCK 22 BLOCK 24 MATCHLINE-SEE SHEET C4.4MATCHLINE-SEE SHEET C4.6 MATCHLINE-SEE SHEET C4.1 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP UTILITY PLAN C4.3Know what's before you dig.SCALE: 1"=40' 0 20 40 Does this gas line connect across the street? The gas layout provided by Xcel does not show this jog. Please confirm with Xcel that the alignment is acceptable to them. This section of gas line needs to be within a utility easement. Please use the standard 9-foot utility easement here and include easement changes on the plat. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 W W S S S SS W W WWWW G G G G G G G G S SS W F VAULT VAUL T MATCHLINE-SEE SHEET C4.5MATCHLINE-SEE SHEET C4.7 MATCHLINE-SEE SHEET C4.2 MATCHLINE-SEE SHEET C4.3- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP UTILITY PLAN C4.4Know what's before you dig.SCALE: 1"=40' 0 20 40 What is this? It was not on this sheet previously. If it is important, please label it. If it is not important, please remove it. Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this irrigation line, water line, or electric line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of irrigation line, water line, and electric line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 S S S S S S W W W W W W S SSSSSSSSS S S WWWWWWWWWWWWW F W F W F SS WWS VAULTVAULT VAULT VAUL T MATCHLINE-SEE SHEET C4.6MATCHLINE-SEE SHEET C4.10 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP UTILITY PLAN C4.7 MATCHLINE-SEE SHEET C4.4 MATCHLINE-SEE SHEET C4.8Know what's before you dig.SCALE: 1"=40' 0 20 40 This is railroad right-of-way, not public access and trail easement. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 MATCHLINE-SEE SHEET C4.10MATCHLINE-SEE SHEET C4.8 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 Know what's before you dig.SCALE: 1"=40' 0 20 40 KEYMAP AGM JEP UTILITY PLAN C4.11 Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this storm line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of storm line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 These sanitary lines are both existing. Why do the lines look different? MATCHLINE-SEE SHEET C4.15 MATCHLINE-SEE SHEET C4.10 MATCHLINE-SEE SHEET C4.12- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C4.1-C4.6_Utility Plans.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP AGM JEP UTILITY PLAN C4.13Know what's before you dig.SCALE: 1"=40' 0 20 40 Repeat comment from previous round: separation between hydrant and electric line? Pond G is overlapping with utility easement City of Fort Collins Development Review Engineering John Gerwel, EI 08/25/2022 4:57:16 PM City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022