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HomeMy WebLinkAboutMASON STREET INFRASTRUCTURE PROJECT - FDP230016 - SUBMITTAL DOCUMENTS - ROUND 7 - Utility PlansN. C O L L E G E A V E N U E HICKORY STREET CONIFER STREET UN I O N P A C I F I C R . R . Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E CS1 CO V E R S H E E T 1 Original Field Survey: Northern Engineering Project No. 1473-002 Date: April 2019 Additional Field Survey: Northern Engineering Project No. 1971-001 Date: October, 2022 AUGUST 2024 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BENCHMARK: #1-10 Elevation=4987.25 NAVD88 Northwest corner of College Ave. and Willox Lane on the southwest corner of a Storm Inlet. BENCHMARK: #1-00 Elevation=4968.74 NAVD88 On a catch basin at the southeast corner of Vine Dr. and College Ave. Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (prior city of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.17' Basis of Bearings The East line of the Northwest Quarter of Section 2 Township 7 North, Range 69 West of the 6th P.M. as bearing South 00° 38' 02" West (assumed). PROJECT BENCHMARKS: MASON STREET INFRASTRUCTURE PROJECT TEAM: Klara Rossouw Ripley Design, Inc. 419 Canyon Avenue #200 Fort Collins, Colorado 80521 (970) 224-5828 N. COLLEGE 1311 LLC 262 E. Mountain Avenue Fort Collins, CO 80524 Northern Engineering Services, Inc. Blaine Mathisen, PE & Andy Reese 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER GEOTECHNICAL ENGINEER CTL Thompson, Inc. Erin Bouchet, PE, PG 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 SHEET INDEX FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR TYPICAL SECTIONS FINAL UTILITY PLANS FOR CTL Thompson, Inc Geotechnical Investigation Hibdon/Mason 24/7 Shelter SWC Hibdon Court and Mason Street Fort Collins, Colorado Project No. FC10,520.000-125-R1 Date: November 20, 2023 SUBSURFACE EXPLORATION BY: E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 CS3 EROSION CONTROL NOTES 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN GRADING SHEETS 5 OG1 OVERALL GRADING PLAN 6 - 9 G1 - G4 GRADING PLAN 10 G5 POND CROSS SECTIONS UTILITY SHEETS 11 U1 UTILITY PLAN 12 SS1 SANITARY SEWER LINE A PLAN & PROFILE 13 SS2 SANITARY SEWER LINE A4, A7-1W & A7-1N PLAN & PROFILE 14 WT1 WATERLINE A PLAN & PROFILE 15 WT2 WATERLINE A1 PLAN & PROFILE 16 - 17 ST1 - ST2 STORM DRAIN A PLAN & PROFILE 18 ST3 STORM DRAIN A & C PLAN & PROFILE 19 ST4 STORM DRAIN B & B4 PLAN & PROFILE 20 ST5 STORM DRAIN B2-S, B2-S1 & B2-E PLAN & PROFILE ROADWAY SHEETS 21 - 22 R1 - R2 N MASON STREET PLAN & PROFILE 23 R3 INTERSECTION DETAILS 24 - 25 R4 - R5 N MASON STREET CROSS SECTIONS 26 SG1 N MASON STREET INTERIM SIGNAGE & STRIPING PLAN 27 SG2 N MASON STREET ULTIMATE SIGNAGE & STRIPING PLAN DETAIL SHEETS 28 D1 SANITARY SEWER DETAILS 29 - 30 D2 - D3 WATER DETAILS 31 - 34 D4 - D6 DRAINAGE DETAILS 35 D7 SITE DETAILS EROSION SHEETS 36 EC1 INITIAL EROSION CONTROL PLAN 37 EC2 INTERIM EROSION CONTROL PLAN 38 EC3 FINAL EROSION CONTROL PLAN 39 - 40 EC4 - EC5 EROSION CONTROL DETAILS DRAINAGE SHEETS 41 DR1 DRAINAGE EXHIBIT ULTIMATE SHEETS (CONCEPTUAL) 42 ULT1 ULTIMATE UTILITY PLAN (CONCEPTUAL) PROJECT LOCATION A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 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 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843 ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167 CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572 TELECOM--------Lumen-------------------------------------Brady Craddock (970) 342-3431 WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com 71' ROW9' UTIL. ESMT. 9' UTIL. ESMT. MODIFIED COLLECTOR (N MASON STREET) (SOUTHBOUND) 11 ' T R A V E L L A N E 8.5' PKWY MIN. 42' FL-FL 11 ' T R A V E L L A N E 6' F U T U R E W A L K 6' W A L K 30" VERTICAL CURB & GUTTER30" VERTICAL CURB & GUTTER 8.5' PKWY MIN. 7' B I K E L A N E 3' B I K E L A N E B U F F E R 7' B I K E L A N E 3' B I K E L A N E B U F F E R 14.5' FL-ROW 30" VERTICAL CURB & GUTTER SIDEWALK/PARKWAY (N MASON STREET) (SOUTHBOUND) 2' SHOULDER 4:1 ( T Y P . ) 5' F U T U R E WA L K Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E CS2 GE N E R A L & C O N S T R U C T I O N N O T E S 2 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 GENERAL NOTES 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 Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify 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 underground utilities. 7.The 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 grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective 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 utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 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. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a 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 companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the Final Drainage Report, dated August 21, 2024 by Northern Engineering Services, Inc., shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 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. 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the 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 Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' 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 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 City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these 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 excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for 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 be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 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 provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the the City of Fort Collins Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 1-10 NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET. ELEVATION: 4987.25 CITY OF FORT COLLINS BENCHMARK 1-00 ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE. ELEVATION: 4968.74 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17' BASIS OF BEARINGS THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 2 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 00° 38' 02" WEST (ASSUMED). 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The 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 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 City of Fort Collins Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Proposed Variances are listed as follows: 48.1.Minimum K values for vertical curves (approved on October 23, 2023) 48.2.Minimum centerline radius for horizontal curves (approved on October 23, 2023) 48.3.Modified street cross-section for N Mason Street (approved on October 23, 2023) CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than fourteen (14) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 16. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 17. A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout area(s) and/or building site(s). B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street 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 placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins 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. 10.All public sidewalk, driveways, and ramps, existing or proposed, adjacent or within the site, need to meet ADA standards. If they currently do not, they will need to be reconstructed so that they do meet current ADA standards as a part of this project. 11.Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due to construction of this project, shall be replaced or restored to city of Fort Collins standards at the developer's expense prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. The developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630 for field review. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. 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 Division to have them removed. 17.No “Reset” anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the Final Drainage Report, dated August 21, 2024 by Northern Engineering Services, Inc., shall be followed and implemented. 3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement. 4.See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.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. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections 5.Approved Water Utility Variances: 5.1.Minimum Slope of 12-inch sewer main allowed at 0.20%, as shown on sewer profile. 5.2.Zero elevation drop in sewer manholes, as shown on sewer profiles. 5.3.Reduced vertical separation between sewer, water, and storm mains as shown on profile sheets 5.4.Reduced cover on water main in specific locations, as shown on plans. Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E CS3 ER O S I O N C O N T R O L N O T E S 3 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 F. INFILL AND REDEVELOPMENT NOTE A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. G. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) General Erosion Control Requirements 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 by the more stringent requirement controlling. 1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project. 2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction site. 4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project. 7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing. 8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. 10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the construction activities. 12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13.All Control Measures shall be installed in accordance with the Manual. 14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any drainage way. 18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be restored to original condition. 21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible. 22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures. 28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as part of the, perimeter control. 29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. 31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private). 35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector. Loading and Unloading Operations 36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals 37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. 46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility. 50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and per City of Fort Collins standards within 14 working days of final grading. 52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. 53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements. 54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved. 58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. 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COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO SO R T A I S B I R T H E 16 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O HICKORY STREET NON-EXCLUSIVE ACCESS EASEMENT REC. NO. 20140030921 TO BE VACATED BY SEPARATE DOCUMENT HIBDON COURT UNION PACIFIC RAILROAD EXISTING STORM MANHOLE RIM: 4979.03 INV IN: 4974.91 (NE) INV OUT: 4974.83 (SE) TO BE REMOVED EXISTING CONCRETE HEADWALL TO BE REMOVED ±62 LF EXISTING 8" PVC TO BE REMOVED ±30 LF EXISTING 24" CULVERT TO REMAIN EXISTING TREES TO BE REMOVED (TYP.) APPROXIMATELY 13,900 SF OF EXISTING ASPHALT TO BE REMOVED EXISTING 12" STORM DRAIN ±380 LF EXISTING OVERHEAD UTILITY TO BE REMOVED AND RELOCATED (CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER) R.O.W AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT ±660 LF EXISTING OVERHEAD UTILITY TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER) ±660 LF EXISTING ELECTRIC TO BE REMOVED AND RELOCATED (CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER) EXISTING SIGN TO BE REMOVED EXISTING SANITARY SEWER MANHOLE RIM: 4979.20 INV IN: 4974.45 (W) INV OUT: 4974.40 (E) TO REMAIN. PLUG WEST 8" PIPE AT MANHOLE ±120 LF EXISTING SANITARY SEWER TO BE REMOVED (SEE SHEET 13) EXISTING CONCRETE RIBBON CURB EXISTING 8" WATERLINEEXISTING FIRE HYDRANT & WATER VALVES TO REMAIN EXISTING 6" SANITARY SEWER EXISTING GAS LINE EXISTING 12" SANITARY SEWER APPROXIMATE BUILDING LOCATIONS (TYP.) EXISTING DITCH TO BE REMOVED APPROXIMATE BUILDING LOCATIONS (TYP.) EXISTING 36" WATER LINE EXISTING PROPERTY LINE TO BE VACATED EXISTING SANITARY MANHOLE TO BE REMOVED EXISTING STORM FES FL=4978.11 EXISTING RIBBON CURB TO BE REMOVED APPROXIMATE EXISTING 8" WATER ACCESS EASEMENT REC. NO. 20140012394 TO BE VACATED BY SEPARATE DOCUMENT ±665 LF EXISTING CABLE LINE TO BE REMOVED AND RELOCATED (CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER) EXISTING FENCE TO BE REMOVED EXISTING NATURAL HABITAT BUFFER ZONE TO BE VACATED EXISTING ±116 LF EXISTING 36" RCP TO BE REMOVED EXISTING AIR RELIEF VALVE TO REMAIN EXISTING 36" WATER LINE SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SFSF SF SF SF SF SF SF SF SF EXISTING 20' WATERLINE ALIGNMENT 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION 20' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING RIGHT OF WAY EASEMENT BK 929 PG 30 (WIDTH VARIES) 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 30' NON-EXCLUSIVE ROADWAY/ACCESS EASEMENT BK 2125 PG 1500 10' ROW PSC EASEMENT BK 1430 PG 930 10' UTILITY EASEMENT BK 1658 PG 746 24' NOTICE OF CITY WEST SIDE ACCESS ROAD/PUBLIC ACCESS ALIGNMENT REC. NO. 20140051199 TO BE VACATED 24' NON-EXCLUSIVE PUBLIC ACCESS EASEMENT TO THE CITY OF FORT COLLINS REC. NO.20140038802 TO BE VACATED 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 321 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 10' UTILITY EASEMENT BK 1429 PG 750 24' ACCESS EASEMENT REC. NO. 20140036292 TO BE VACATED BY SEPARATE DOCUMENT 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) 20' RIGHT OF WAY EASEMENT BK 1114 PG 555 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT EXISTING 6' UTILITY ALIGNMENT 10' UTILITY EASEMENT BK 1658 PG 746 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 TO BE VACATED BY SEPARATE DOCUMENT AFTER EXISTING POWER LINE IS RE-ROUTED (COORDINATE WITH CITY OF FORT COLLINS LIGHT & POWER) //////////////////////////////////////////////////// EXISTING MANHOLE TO BE REMOVED ///////////////////////////////////// ±81 LF EXISTING 21" RCP TO BE REMOVED EXISTING FENCE LINE TO BE REMOVED AND REPLACED EXISTING STORM MANHOLE RIM: 4978.59 INV IN: 4976.04 (N) INV OUT: 4976.03 (W) TO REMAIN EXISTING STORM INLET GRATE: 4978.93 INV IN: 4976.23 (N) INV IN: 4976.53 (W) INV OUT: 4976.21 (S) TO REMAIN EXISTING STORM INLET GRATE: 4978.93 INV OUT: 4976.53 (S) TO REMAIN EXISTING SANITARY SEWER MANHOLE RIM: 4979.91 INV IN: 4973.06 (N) INV IN: 4973.01 (W) INV OUT: 4972.91 (E) TO REMAIN FL=4976.52 FL=4976.44 EXISTING STORM INLET GRATE: 4977.50 INV IN: 4972.38 (NW) BTM: 4972.27 (W) TO BE REMOVED FL=4973.56 EXISTING SANITARY SEWER MANHOLE RIM: 4978.19 INV IN: 4970.85 (N) INV OUT: 4970.64 (S) TO REMAIN EXISTING SANITARY SEWER MANHOLE RIM: 4978.43 INV IN: 4972.41 (N) INV IN: 4972.39 (W) INV OUT: 4972.28 (S) TO REMAIN WATER MARKER POST TO BE REPLACED EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100006) EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100022) / / / / / / EXISTING SANITARY SEWER SERVICE TO BE REMOVED AS NEEDED FOR RECONNECTION (SEE SHEET 13) EXISTING WATER SERVICE ////////////////// ±50 LF EXISTING 8" WATERLINE TO BE REMOVED ±30 LF EXISTING 12" STORM TO BE REMOVED EXISTING FENCE LINE TO BE REMOVED EXISTING STREET LIGHT AND TRANSFORMER TO REMAIN EXISTING FENCE LINE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///// / ///////////////////////////////////////////// N M A S O N S T R E E T EXISTING FENCE LINE TO BE REMOVED AND REPLACED AT EDGE OF ROW SF SF SF SF SF ±175 LF EXISTING 21" RCP TO BE ABANDONED AND FLASH FILLED 10' UTILITY EASEMENT PER TRI-CO SUBDIVISION S LOD LOD LODLOD N C O L L E G E A V E EXISTING 36" PIPE ±33 LF EXISTING 18" PIPE TO BE REMOVED 20' UTILITY EASEMENT ///////////// EXISTING STORM INLET GRATE: 4977.57 BTM: 4973.34 (W) TO BE REMOVED EX1 DE M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S & 4 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 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.REFER TO LANDSCAPE PLANS FOR TREE PROTECTION AND MITIGATION. EXISTING OVERHEAD UTILITY OHE EXISTING ASPHALT/CONCRETE (TO BE REMOVED) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: TREE PROTECTION NOTES: Original Field Survey: Northern Engineering Project No. 1473-002 Date: April 2019 Additional Field Survey: Northern Engineering Project No. 1971-001 Date: October, 2022 CTL Thompson, Inc Geotechnical Investigation Hibdon/Mason 24/7 Shelter SWC Hibdon Court and Mason Street Fort Collins, Colorado Project No. FC10,520.000-125-R1 Date: November 20, 2023 EXISTING ASPHALT/CONCRETE (TO BE REMOVED & REPLACED) KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. EXISTING NATURAL HABITAT BUFFER ZONE MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T SILT FENCE WATTLE DIKE BALE OUTLET PROTECTION INLET PROTECTION SF EROSION CONTROL LEGEND: 1.SEE EROSION CONTROL NOTES (CS3) FOR ADDITIONAL NOTES AND REQUIREMENTS. 2.SEE EROSION CONTROL PLANS (EC1-EC3) FOR A DETAILED LAYOUT OF EROSION CONTROL BMPS AND ADDITIONAL NOTES. EROSION CONTROL NOTE ALL MUD AND DEBRIS MUST BE KEPT OUT OF ADJACENT ROADWAYS OR CLEANED UP IMMEDIATELY. INLET PROTECTION REQUIRED FOR DOWNSTREAM INLETS (NOT SHOWN - INTERSECTION OF HICKORY AND N COLLEGE AVE. SEE SHEETS EC1-EC3) TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5-7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10.LOW PRESSURE HYDRO EXCAVATION, AIR SPADING OR HAND DIGGING ARE ADDITIONAL TOOLS AND PRACTICES THAT WILL HELP REDUCE IMPACT TO THE TREE(S) ROOT SYSTEM WHEN EXCAVATING AT DEPTHS OF 24 INCHES OR LESS. PLEASE REFER TO THE CRITICAL ROOT ZONE (CRZ) DIAGRAM FOR ROOT PROTECTION GUIDELINES. ELEC FE S M VAULT ELEC CABLE ELEC X X CT V CT V CT V CT V CT V CT V CTV CT V CTV CTV CTV OHU OHU OHU X X X X X X X X X X X X X X X X X X CTV CTV CT V CTV CT V G G G G G G G G SS SS SS SS SS SS H2O H2O ARV H2O H2O HYD S FE S FE S W W W W W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXXXXX OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X X W W W W W D X X X X X X X W SSSS SS SS W W S LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LODLOD LO D LO D LO D LO D LO D LOD LOD LODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LOD LOD LOD LO D LO D UDUDUDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EV QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO 1311 N. COLLEGE LLC FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO N M A S O N S T R E E T EXISTING 20' WATERLINE ALIGNMENT 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 10' UTILITY EASEMENT BK 1658 PG 746 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 HIBDON COURT EXISTING STORM DRAIN EXISTING 36" WATER LINE LOT LINE HICKORY REGIONAL DETENTION POND 0. 9 % 2. 3 % 1. 0 % 0. 9 % 1.1% 1.0% 1.1% 1.0% 1.0 % 0.9% 3.0% 2.0 % 3.2% 3.5% 2.4% 5. 4 % 2.7% 5: 1 4: 1 5:1 6: 1 5.3 % 4:1 6:1 9:1 0.5%5.1% 0.1% 0.1% 0. 1 % 0.2% EXISTING BUILDING 10 : 1 6.3 % 2.1 % 2' CONCRETE PAN EXISTING 24" STORM CULVERT LOT 1 LOT 2 LOT 3 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT R.O.W AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT 9' UTILITY EASEMENT 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 71' ROW 4' CURB CUT AND SIDEWALK CHASE 42'' FL-FL 42'' FL-FL 10' UTILITY EASEMENT 10' UTILITY ALIGNMENT SWALE 60' DRAINAGE EASEMENT 0.1 % 0. 1 % 2. 0 % 5: 1 12:1 10:1 6:1 11. 4 % 5: 1 5:1 2.2 % 1. 3 % 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 11 : 1 50 : 1 HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO 0.3% POND DEPTH GAUGE 7.4% 10' UTILITY ALIGNMENT DR Y C R E E K 9' UTILITY EASEMENT TRACT A PROPOSED NATURAL HABITAT BUFFER ZONE 2.1% OUTFALL CURB AND GUTTER 71' ROW 26' ACCESS EASEMENT 9+67 10 + 5 0 12 + 0 0 14 + 0 0 16 + 0 0 17+ 7 5 20+00 22+00 24 + 0 0 7:1 6:1 4:1 0.5% 1.1% 15' GRAVEL GEOGRID ACCESS ROAD EXISTING 6' UTILITY ALIGNMENT 13:1 9:1 1.9 % 5: 1 2.3% 1.1 % ENCROACHMENT EASEMENT (BY SEPARATE DOCUMENT) 30' STORMWATER & UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENT 5: 1 4: 1 2. 0 % 2.9 % 7.6% 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 4' CONCRETE RUNDOWN 0.5 % 2' CONCRETE PAN 0.3% 7:1 STORM DRAIN B SEE SHEET 19 STORM DRAIN A SEE SHEET 16 STORM DRAIN C SEE SHEET 18 4222 SQ. FT. of TMAX 1030 SQ. FT. of TMAX 12' GRAVEL ACCESS ROAD 4' TOP OF BERM 4' TOP OF BERM 10' UTILITY ALIGNMENT 12' GRAVEL ACCESS ROAD (8 . 3 % ) (7.0%) (18.7%) (5.3%) (14.1%) (2.3%) (17.6 % ) 2.0% 2.0% 2.1% 2.3% 2.7%2.1 % 0.1 % 0.3% 1.8 % 0.3% 60-LF EMERGENCY SPILLWAY GRADE BREAK MONITORING WELL SEE NOTE 8 MONITORING WELL SEE NOTE 8 4:1 STORM DRAIN A SEE SHEET 17 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 10' UTILITY & DRAINAGE EASEMENT ROW (BY SEPARATE DOCUMENT) NORTH DRY CREEK SO U T H D R Y C R E E K 5:1 4:1 1. 2 % 0. 6 % 0.6 % S SS W W W W W S LOD LOD LO D LO D LOD LOD LOD LOD LODLODLODLODLO D LOD LOD X 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT EXISTING 36" WATERLINE EXISTING STORM DRAIN N C O L L E G E A V E 10' UTILITY EASEMENT BY TRI-CO SUBDIVISION SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT OG1 OV E R A L L G R A D I N G P L A N 5 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE 6 7 8 9 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 X X X X X X X X X X X X X X X X SS S LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LO D LO D LODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO HICKORY REGIONAL DETENTION POND (76 . 2 6 ) 76.70 76.9 7 76.7 0 76.5 4 76.74 76 . 5 0 77.1 3 81.2 0 81.5 6 79.67 1.0% 1.1% 1.0% 1.0 % 0.9% 3.0% 3.9% 6:1 6: 1 3.9% 4:1 6:1 0.5% (80 . 4 2 ) (81 . 7 3 ) 0. 1 % 0.2% 6: 1 5.5% 76.2 6 81.00 (81 . 8 2 ) 2' CONCRETE PAN LOT 1 R.O.W AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT 80.4 0 77.5 9 77.32 75.9 7 0. 1 % 11:1 6:1 DR Y C R E E K 20+00 22+00 24 + 0 0 81.20 80.69 80.90 78.88 7:1 6:1 4:1 12 : 1 78.3 3 78.4 6 75.8 5 (79 . 9 2 ) (80 . 7 0 ) 13:1 DRAINAGE EASEMENT 77.14 77.40 77.4 9 81.4 4 (81 . 6 8 ) 7:1 STORM DRAIN C SEE SHEET 18 (8 . 3 % ) (7.0%) (18.7%) (5.3%) (14.1%) (2.3%) (17.6% ) 2.0% 2.1% 2.3% 2.7%2.1 % 82. 3 3 (80 . 2 1 ) 10:1 10 : 1 82.0 6 83.1 9 81.00 81.64 83.06 (81 . 3 7 ) (81 . 4 3 ) (81 . 7 6 ) (81 . 3 0 ) (82 . 0 5 ) 0.9% 1.1%1.0% MONITORING WELL (SEE NOTE 8) 75.8 0 76.0 9 78.1 9 4:1 4:1 LOT 2 (20.3%) STORM DRAIN A SEE SHEET 18 6: 1 12.8 % 2.8 % PROPOSED NATURAL HABITAT BUFFER ZONE LOT LINE 81.00 GRADE BREAK GRADE BREAK (75.33) 76.4 6 (76 . 2 5 ) (76 . 0 0 ) (76 . 0 0 ) (75 . 6 3 ) (75 . 6 6 ) 80.32 80.13 80.19 77.25 78.77 77.40 (77. 7 4 ) (12.8%) 6:1 78.71 10' UTILITY ALIGNMENT 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 4' TOP OF BERM 30' STORMWATER & UTILITY EASEMENT NORTH DRY CREEK SO U T H D R Y C R E E K (76.42) (80.28) (80.01) 76.86 76.99 4:1 4:1 4:1 0.6 % 80.00 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. MA T C H L I N E - S E E S H E E T 7 6 7 8 9 MATCH LINE - SEE SHEET 8 G1 GR A D I N G P L A N 6 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE ELEC FE S M CABLE ELEC CTV X X X CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V CTV CTV CT V CT V CT V CTV CTV CTV CTV CTV CTV CTV OHU OHU OHU OHU OHU OHU OHU CTV X X CT V CTV CTV CT V CT V CTV CT V CT V G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS HYD S XX X X W W W W W W W W W W W D W W SSSSSSSS SS SS SS SS SS W W S LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODLODLODLODLODLOD LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D EV WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO HIBDON COURT EXISTING 12" STORM DRAIN 79.2 0 2.4% 5. 4 % 2.7% (80 . 0 0 ) 4:1 81.26 (80 . 3 2 ) (78 . 8 7 ) (79 . 8 0 ) 5. 9 % EXISTING BUILDING LOT 2 LOT 3 (79 . 9 0 ) (79 . 6 0 ) 79.8 6 79.7 3 (79 . 4 5 ) 79.9 7 79.36 42'' FL-FL HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO 81.87 81.93 81.52 2.1% OUTFALL CURB AND GUTTER 0.5% 78.5 9 78.4 6 ENCROACHMENT EASEMENT (BY SEPARATE DOCUMENT) 80.75 81.18 STORM DRAIN B SEE SHEET 19 79.4 1 79.2 2 78.9 3 79.6 7 1.0 % 1.0 % 80.18 79.2 6 79.30 79.36 79.2 4 1.8% TRACT A 78.8 2 78.5 4 78.2 0 78.1 60.4% 0.3% 10 . 2 % 7. 0 % 13 . 6 % 13 . 8 % 23 . 1 % 2. 0 % 2. 7 % 5' SIDEWALK2. 0 % 79.4 979.1 8 79.0 379.2 679.5 7 N M A S O N S T R E E T 2.3%2.4% 79.4 0 0. 4 % 0. 2 % 2. 0 % 0.3% 0.5% 2.5% 1.2% 1.4% 0.5% 0.5 % DRAINAGE EASEMENT 2' CONCRETE PAN GRASS-LINED SWALE (78 . 7 2 ) (79 . 0 1 ) (79 . 0 9 ) (1 . 5 % ) (3 . 2 % ) (1 . 8 % ) 6' S I D E W A L K 80.96 81 . 5 6 81.12 5.3 % 3.2% SEE SHEET 23 FOR DETAILED INTERSECTION GRADING 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 10' UTILITY EASEMENT BK 1658 PG 746 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 9' UTILITY EASEMENT 10' UTILITY EASEMENT 9' UTILITY EASEMENT 71' ROW 30' STORMWATER & UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT EXISTING 22' EOA-EOA w/ 1' RIBBON CURB 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 4:1 4:1 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. 6 7 8 9 G2 GR A D I N G P L A N 7 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE MA T C H L I N E - S E E S H E E T 6 MATCH LINE - SEE SHEET 9 H2O H2O AR V H2O W W W W W W W W W W W W W W W W W W W W W W W W W XXXXXXXXXXX X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X X X X X X LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D UDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EXISTING 36" WATER LINE 75.4 2 79.67 78.5 5 75.92 1. 0 % 0. 9 % 1.0% 1.1% 9:1 (78 . 3 9 ) 78.7 3 (79 . 1 4 ) 0. 6 % 77.17 77.5 5 77. 0 0 75.7 2 76.2 2 76.89 78.4 4 78.6 4 78.4 3 78.0 0 78.10 0.1 % 0. 1 % 2. 0 % 10 : 1 4: 1 PROPOSED NATURAL HABITAT BUFFER ZONE 14 + 0 0 16 + 0 0 17+ 7 5 20+00 4:1 75.6 6 75.51 75.2 1 (79 . 9 2 ) 13:1 9:1 21:1 52 : 1 5: 1 2.3% 1.7 % (78 . 3 6 ) (79 . 2 0 ) 78.6 7 80.0 0 75.5 0 76.4 7 78.8 8 79.9 9 77. 6 0 77.14 5: 1 4: 1 2. 0 % 7:1 80. 0 0 79.58 2.0% 2.0% HICKORY REGIONAL DETENTION POND LOT 1 81.00 79.41 12:1 2.0% 1.0% EDGE OF GRAVEL R15' (79 . 6 6 ) (79 . 9 5 ) 2.9% 1.0% 0.9% (2. 7 % ) (0.9%) (2.1%) (0.8%) (3 . 1 % ) 9: 1 4: 1 2.1 % 78.42 79.16 R25' (78 . 8 4 ) 80.0 0 79.1 4 78.9 0 81.00 9:1 0.7 % STORM DRAIN A SEE SHEET 17 1.6 % 2. 6 % 4. 0 % 0.3 %0.4% 3.3% (5 . 5 % ) 1.7 % 78 . 3 0 77.2 6 77.5 8 78. 3 0 78.3 0 GRADE BREAK 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 10' UTILITY ALIGNMENT 12' GRAVEL ACCESS ROAD 19' GRAVEL ACCESS ROAD 18' UTILITY ALIGNMENT 4' TOP OF BERM 10' UTILITY ALIGNMENT EXISTING 20' WATERLINE ALIGNMENT 75.3 6 76.0 3 ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NORTH Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. MA T C H L I N E - S E E S H E E T 9 MATCH LINE - SEE SHEET 6 G3 GR A D I N G P L A N 8 6 7 8 9 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE H2O FE S FE S W W W W W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X W W LOD LO D LOD LO D LO D LOD LOD LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LODLODLODLODLODLODLODLOD LOD LOD LO D LO D LOD LO D LOD LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD EV QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO N M A S O N S T R E E T LOT LINE 75.1 9 80.65 75 . 1 4 80. 0 0 78.40 80 . 9 4 78.06 75.4 5 75.2 6 75.92 76.4 1 1. 3 % 1.0 % 2. 3 % 3.2% 3.5% 5: 1 4: 1 78.76 81.0 2 81.0 3 81.06 (78 . 5 9 ) 79.26 (77 . 6 4 ) 0.1% EXISTING BUILDING 80.76 80.18 2.1 % 4' CURB CUT AND SIDEWALK CHASE 42'' FL-FL GRASS-LINED SWALE 75.5 1 74.9 8 75 . 2 5 78.2 9 78.3 7 78. 1 2 74 . 9 0 74.82 5: 1 6:1 11. 4 % 5: 1 5:1 2.9 % (78 . 2 8 ) HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO 0.3% 8.2% TRACT A 78.76 77 . 8 6 (77.8 8 ) 78.28 9+67 10 + 5 0 1.0% 79.9 9 7.6% 79.38 0.5% 2' CONCRETE PAN 80.75 80 . 2 5 80.76 81.18 4222 SQ. FT. of TMAX 1030 SQ. FT. of TMAX 78.81 78 . 8 6 80 . 6 2 80.69 78. 4 0 80.00 74.75 74.85 1. 9 % 1. 1 % 1. 2 % 1.1 % 1. 3 % 2. 5 % 7.4% 4:1 5: 1 5: 1 8:1 6.1% 0.3% 1.5 % 2.4 % 0.1% 78.35 78 . 4 3 78.40 0.3% 0.3% 0.3% 0.3% 1.0% 78. 3 8 78 . 4 8 78 . 4 8 78. 4 0 78. 1 8 78 . 1 6 78. 3 0 13.7 % 19.5 % 79 . 5 0 80. 0 3 81. 4 9 81. 0 7 81 . 2 2 78.9 0 80.0 0 74.9 9 79.7 3 (77 . 6 0 ) (77 . 6 6 ) (77 . 4 9 ) (78.35 ) (6 . 6 % ) (1 . 6 % ) 1.0%2.2 % STORM DRAIN A SEE SHEET 17 MONITORING WELL (SEE NOTE 8) LOT 2 STORM DRAIN B SEE SHEET 19 4' CONCRETE RUNDOWN 79.88 81.10 80 . 5 0 80.96 81 . 5 6 80 . 7 0 81.12 5.3 % 4.8 % 2.0% STORM DRAIN A SEE SHEET 17 (78 . 0 3 ) 78 . 1 0 74.84 78 . 6 9 6.1% 4.1 % 4.5% 3. 9 % 3.2% 0.3% POND DEPTH GAUGE 80. 0 0 78.4 0 80 . 0 1 78. 5 8 60' EMERGENCY SPILLWAY 78.40 78. 2 2 (78 . 1 5 ) 78 . 2 5 (1 . 6 % ) (4. 5 % ) (78.25) 78 . 1 9 0.3% 79 . 0 0 79 . 0 0 6. 0 % 7. 5 % 18 . 5 % 5: 14: 1 4: 1 24 . 8 % 4:1 0.2% WATER MARKER POST TO BE REPLACED 79. 0 0 79.00 79.0 0 79.0 0 79.2 2 4: 1 6: 1 4: 1 2. 0 % (8 . 2 % ) 80.0 0 75.0 8 78.9 0 4. 5 % 75.1 3 20' WATERLINE ALIGNMENT 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT 71' ROW 60' DRAINAGE EASEMENT 10' UTILITY ALIGNMENT 26' ACCESS EASEMENT 15' GRAVEL GEOGRID ACCESS ROAD EXISTING 6' UTILITY ALIGNMENT 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 12' GRAVEL ACCESS ROAD 4' TOP OF BERM 10' 4' TOP OF BERM 15' GRAVEL GEOGRID ACCESS ROAD ROW (BY SEPARATE DOCUMENT) ROW (BY SEPARATE DOCUMENT) SEE SHEET 23 FOR DETAILED INTERIM N MASON STREET CONNECTION 4:1 4:1 7.6% 4:1 4:1 4:1 S SS SS X X W W W W W W W W W W W W W W S LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODLODLODLODLODLODLOD LO D LO D LOD LOD LODLODLODLOD LO D LO D LO D LO D LO D LO D R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO (77 . 9 8 ) (77 . 5 7 ) (77 . 5 8 ) EXISTING 36" WATERLINE (77.8 8 ) 9+67 STORM DRAIN A SEE SHEET 16 (78 . 0 3 ) 78 . 1 0 EXISTING 36" STORM DRAIN 4:1 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 15' GRAVEL GEOGRID 18.5' SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT ROW (BY SEPARATE DOCUMENT) 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT 10' UTILITY EASEMENT PER TRI-CO SUBDIVISION SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 10' UTILITY EASEMENT BOOK 1429 PAGE 750 UDUD 1.0 % 8.2% 74.80 75.0 9 76.0 0 77.0 0 77.0076.0 0 75. 0 9 74.84 74. 8 5 74.75 74.81 74.91 OUTLET STRUCTURE SEE DETAIL SHEET 32 POND DEPTH GAUGE 5' ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 NORTH Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST.GRADING DETAIL MA T C H L I N E - S E E S H E E T 8 MATCH LINE - SEE SHEET 7 G4 GR A D I N G P L A N 9 6 7 8 9 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T SEE GRADING DETAIL THIS SHEET TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+00 4966 4968 4972 4976 4980 4984 4966 4968 4972 4976 4980 4984 0 20 40 60 800-20-40-60-80-100 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 14+00 4966 4968 4972 4976 4980 4984 4966 4968 4972 4976 4980 4984 0 20 40 60 800-20-40-60-80-100 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+00 4970 4972 4976 4980 4984 4988 4970 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80-100 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 17+75 4970 4972 4976 4980 4984 4988 4970 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80-100-120 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 20+00 4970 4972 4976 4980 4984 4988 4970 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 22+00 4970 4972 4976 4980 4984 4988 4970 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 24+00 4970 4972 4976 4980 4984 4988 4970 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60 49 7 8 . 8 49 8 0 . 0 0 49 7 8 . 6 49 7 9 . 9 9 49 7 8 . 6 49 7 8 . 1 0 49 7 9 . 6 49 7 9 . 6 7 49 8 0 . 3 49 8 0 . 4 0 49 8 1 . 4 49 8 1 . 4 4 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+50 4966 4968 4972 4976 4980 4984 4966 4968 4972 4976 4980 4984 0 20 40 60 800-20-40-60-80-100 PR O P . L I N E PR O P . L I N E PR O P . L I N E PR O P . L I N E PR O P . L I N E PR O P . L I N E PR O P . L I N E -2.0%-19 . 9 % -2.0%-9.9% -0.7% -1.1% -1.9% -2.4% -2.1% TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 9+67 4966 4968 4972 4976 4980 4984 4966 4968 4972 4976 4980 4984 0 20 40 60 800-20-40-60-80-100-120-140-160-180 49 7 7 . 2 49 7 8 . 4 0 -0.3% -6.4% -0.1% PROPOSED GROUND (TYP.) EXISTING GROUND (TYP.) 49 7 8 . 2 49 8 0 . 0 0 0.0%-20 . 7 % -1.0%-1.0% PROPOSED GROUND (TYP.) EXISTING GROUND (TYP.) PR O P . L I N E -1.2%-1.0% -2.0%-18 . 1 % -1.0%-1.0% -1.0% -14. 0 % -2.0% -7.6% -1.0% -10.5 % -0.6% 49 7 8 . 4 49 7 9 . 9 9 PR O P . L I N E TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+15 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 80 1000-20-40-60-80-100-120 TO P O F BE R M Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+77.94 4966 4968 4972 4976 4980 4984 4988 4966 4968 4972 4976 4980 4984 4988 0 20 40 60 80 100 1200-20-40-60-80-100-120 49 7 6 . 3 49 7 6 . 2 6 49 7 5 . 2 49 7 5 . 1 7 -0.6% PR O P . L I N E -0.6%PR O P . L I N E OVERFLOW LOCATION ELEV = 4977.000DRY CREEK FLOWLINE ELEV = 4975.082STORM FES ELEV = 4976.356 DRY CREEK FLOWLINE ELEV = 4976.275 -20 . 8 % STORM FES ELEV = 4978.241 UDUDUDUDUD UD UD UD UD UD UD EV S ELEC FES M VAULT ELEC VAULTELEC VAULT ELEC TRAFFICVAULT CONTROLIRR CONTROL IRR CONTROLIRR VAULT F.O. CONTROL IRR VAULT CABLEVAULT ELEC VAULT ELEC VAULTELEC CABLE CABLE CSW HYD VAULT ELEC CELEC ELEC ELEC CTV CTV OH U OH U OH U E E E E E OHU EXX X X CT V CT V CT V CT V CTVCTVCTV OHU OHU XXXXXX X X X CTV CTVCT V CTVCT V CTVGGGGGG CTVG G SS SS SS SS SS SS SS MW H2O H2O ARV H2O H2O HYD S FE S FES W W W W W W W W W W W W W XXXXXXXXX OHU OHU OHU X X X X X X X W W W S S SS SS SS SS SS D X X W W W W S SS SS W W S NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO RICHEY ADDIE 1601 N. COLLEGE AVENUE FORT COLLINS, CO N M A S O N S T R E E T HIBDON COURT UNION PACIFIC RAILROAD HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 LOT 3 N C O L L E G E A V E TRACT A 9+67 10 + 5 0 12 + 0 0 14 + 0 0 16 + 0 0 17+ 7 5 20+00 22+00 24 + 0 0 NORTH DRY CREEK SO U T H D R Y C R E E K Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E G5 PO N D C R O S S S E C T I O N S 10 NORTH ( IN FEET ) 1 inch = ft. Feet07070 70 140 210 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. POND CROSS SECTIONS PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURB, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE PLANS AND AT ANY UTILITY CROSSING PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTING AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS 6.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS 7.SEE SHEET 10 FOR HICKORY REGIONAL DETENTION POND CROSS SECTIONS. 8.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 9.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LOD LEGEND: PROPOSED EDGE OF ASPHALT / / / / / / / / LIMIT OF DISTURBANCE GRAVEL GEO GRID TURF REINFORCEMENT (TMAX) 4-FT TOP OF BERM (HICKORY POND) GRADE BREAK PROPOSED NATURAL HABITAT BUFFER ZONE NORTH DRY CREEK SOUTH DRY CREEK S ELEC F ES M VAULT ELEC VAULT CABLEVAULT ELEC VAULT ELEC VAULT ELEC CABLE CABLE VAULT ELEC CELEC ELEC ELEC CTV CTV CTV OH U OH U OH U OH U E E E E OHU E E X X X X X X CT V CT V CT V CT V CTV CT V CTV CTV CTV OHU OHU X X X X X X X X X X X X X X CTV CTV CTV CT V CTV CTV CT V CTV CTV G G G G G G G G CTV CTV G G SS SS SS SS SS SS SS SS SS SS SS SS H2O H2O ARV H2O H2O HYD S FE S FE S W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXX OHU OHU OHU OHU OHU X X X X X X X X X X W W W W S S SS SS SS SS SS SS SS D ELEC X X X X XX X X X X W W W W W SS SS SS W W S XXX X X X X X SS SS SS SS SS SS SS SS 8" W X SSSS 8" W S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G I UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12" S S 12" S S 12" S S 12" S S 12" SS 12" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SC E EEEEE E E TF SC EV W F NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO RI C H E Y A D D I E 16 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O N M A S O N S T R E E T SSMH A2 EX SSMH A0 SSMH A3 SSMH A4 SSMH A5 SSMH A7 (5'Ø) N M A S O N S T R E E T HICKORY STREET EXISTING 20' WATERLINE ALIGNMENT 20' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING RIGHT OF WAY EASEMENT BK 929 PG 30 (WIDTH VARIES) 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 30' NON-EXCLUSIVE ROADWAY/ACCESS EASEMENT BK 2125 PG 1500 10' ROW PSC EASEMENT BK 1430 PG 930 EXISTING 10' UTILITY EASEMENT BK 1658 PG 746 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 HIBDON COURT 10' UTILITY EASEMENT BK 1429 PG 750 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 UNION PACIFIC RAILROAD EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING 12" SANITARY SEWER EXISTING STORM INLET EXISTING 36" WATER LINE FIRE HYDRANT SANITARY SEWER LINE A SEE SHEET 12 EXISTING 6" SANITARY SEWER EXISTING 8" WATERLINE 71' ROW LOT LINE EXISTING 24' EOC-EOC HICKORY REGIONAL DETENTION POND CURB CUT AND SIDEWALK CHASE LOT 1 LOT 2 LOT 3 PROPOSED WATER CAP EXISTING 8" PVC WATER 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT EXISTING 6' UTILITY ALIGNMENT R.O.W AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 71' ROW RELOCATED ELECTRIC LINE TIE INTO EXISTING ELECTRIC LINE 42'' FL-FL 42'' FL-FL STORM DRAIN B SEE SHEET 19 STORM DRAIN A SEE SHEET 16 10' UTILITY EASEMENT 10' UTILITY ALIGNMENT 10' UTILITY ALIGNMENT WATERLINE A SEE SHEET 14 STREET LIGHT & SINGLE PHASE TRANSFORMER N:137431.21 E:194415.92 SWITCH CABINET (TO BE COORDINATED WITH CITY OF FORT COLLINS LIGHT AND POWER) N:137355.10 E:193607.48 2" METER PIT TO BE INSTALLED (METER TO BE INSTALLED AT TIME OF LOT 2 DEVELOPMENT) UPSIZE SERVICE TO 3" 5' AFTER METER PIT N:137763.15 E:194201.42 2' CONCRETE PAN 60' DRAINAGE EASEMENT 12' GRAVEL ACCESS ROAD 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 SWITCH CABINET (TO BE COORDINATED WITH CITY OF FORT COLLINS LIGHT AND POWER) N:137379.54 E:194466.95 3 PHASE ELECTRIC BOX (TO BE COORDINATED WITH CITY OF FORT COLLINS LIGHT AND POWER) N:137750.42 E:194230.03 3/4" IRRIGATION METER PIT N:137529.42 E:194297.04 PROPOSED NATURAL HABITAT BUFFER ZONE TRACT A POTHOLE N:137338.45 E:194504.00 POTHOLE N:137338.37 E:194546.32 POTHOLE N:137338.21 E:194633.26 POTHOLE N:137338.12 E:194681.74 POTHOLE N:137338.17 E:194657.90 6" FIRE SERVICE SSMH A1 STORM DRAIN C SEE SHEET 18 30' STORMWATER & UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 6" SANITARY SERVICE 10' UTILITY EASEMENT CONNECT TO EXISTING 8" WATER LINE ENCROACHMENT EASEMENT (BY SEPARATE DOCUMENT) 26' ACCESS EASEMENT EXISTING CULVERT STUB A8 EXISTING AIR RELEASE VALVE DRAINAGE EASEMENT 15' GRAVEL GEOGRID ACCESS ROAD 1030 SQ. FT. TMAX SEE SHEET 5 CONNECT TO EXISTING 8" WATER LINE SSMH A6 4222 SQ FT. TMAX SEE SHEET 5 STORM DRAIN A SEE SHEET 17 MONITORING WELL SEE NOTE 10 MONITORING WELL SEE NOTE 10 STREET LIGHT & SINGLE PHASE TRANSFORMER N:137574.96 E:194294.63 STREET LIGHT & SINGLE PHASE TRANSFORMER N:137736.16 E:194229.99 STREET LIGHT & SINGLE PHASE TRANSFORMER N:137922.42 E:194218.04 WATERLINE A1 SEE SHEET 15 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 71' ROW (BY SEPARATE DOCUMENT) WATERLINE A SEE SHEET 14 EXISTING WATER SERVICES EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100006) 18.5' SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT 10' UTILITY EASEMENT PER TRI-CO SUBDIVISION SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT S N C O L L E G E A V E CONNECT TO EXISTING STORM MANHOLE EXISTING 36" PIPE STORM DRAIN A SEE SHEET 16 20' UTILITY EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT U1 UT I L I T Y P L A N 11 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS WATER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5 FOOT MINIMUM AND 5.5 FOOT MAXIMUM CLEARANCE FROM FINISHED GRADE TO TOP OF PIPE, UNLESS SPECIFICALLY SHOWN ON THE PLAN. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED NATURAL HABITAT BUFFER ZONE GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100022) 4960 4965 4970 4975 4980 4985 4990 4995 5000 4960 4965 4970 4975 4980 4985 4990 4995 5000 9+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0022+50 8" PVC WATER STA.=17+86.00 TOP=4975.61 2.9' 13" 73.66 LF 12" PVC @ 0.20% FUTURE 383.36 LF 12" PVC @ 0.20% 27.75 LF 12" PVC @ 0.20% 250.75 LF 12" PVC @ 0.20% 97.30 LF 12" PVC @ 0.20%76.19 LF 12" PVC @ 0.20%114.09 LF 12" PVC @ 0.20% 7.50 LF 12" PVC @ 0.20% EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EX S S M H A 9 ST A 2 1 + 8 7 . 5 7 RI M 4 9 7 9 . 9 ± IN V . I N 4 9 7 3 . 0 6 ( N ) IN V . O U T 4 9 7 3 . 0 6 ( W ) IN V . O U T 4 9 7 2 . 9 1 ( S ) SS M H A 5 ST A 1 5 + 2 5 . 6 5 RI M 4 9 8 1 . 5 ± IN V . I N 4 9 7 1 . 7 7 ( N ) IN V . O U T 4 9 7 1 . 7 7 ( S E ) SS M H A 4 ST A 1 4 + 4 9 . 4 6 RI M 4 9 8 0 . 7 ± IN V . I N 4 9 7 1 . 6 2 ( N W ) IN V . I N 4 9 7 2 . 1 2 ( S W ) IN V . O U T 4 9 7 1 . 6 2 ( S E ) SS M H A 3 ST A 1 3 + 5 2 . 1 6 RI M 4 9 8 0 . 9 ± IN V . I N 4 9 7 1 . 4 3 ( N W ) IN V . O U T 4 9 7 1 . 4 3 ( S E ) SS M H A 2 ST A 1 1 + 0 1 . 4 1 RI M 4 9 7 7 . 9 ± IN V . I N 4 9 7 0 . 9 4 ( N W ) IN V . O U T 4 9 7 0 . 9 4 ( E ) SS M H A 1 ST A 1 0 + 2 7 . 7 5 RI M 4 9 7 8 . 2 ± IN V . I N 4 9 7 0 . 7 9 ( W ) IN V . O U T 4 9 7 0 . 7 9 ( S E ) EX S S M H A 0 ST A 1 0 + 0 0 . 0 0 RI M 4 9 7 8 . 5 ± IN V . I N 4 9 7 0 . 7 4 ( N W ) IN V . I N 4 9 7 0 . 8 5 ( N ) IN V . O U T 4 9 7 0 . 6 4 ( S ) 156.97 LF 12" PVC @ 0.20% SS M H A 6 ST A 1 6 + 3 9 . 7 4 RI M 4 9 8 2 . 0 ± IN V . I N 4 9 7 1 . 9 9 ( N ) IN V . O U T 4 9 7 1 . 9 9 ( S ) 2.7' 15" HP STORM STA.=12+24.38 INV.=4975.16 15" HP STORM STA.=12+75.96 INV.=4975.38 18" HP STORM STA.=14+10.07 INV.=4975.78 30" HP STORM STA.=15+38.51 INV.=4974.75 3.0' 1.6'1.5' 24" HP STORM STA.=10+11.56 INV.=4973.15 FUTURE SEWER MAIN TO BE BUILT BY THE CITY OF FORT COLLINS SS M H A 7 ( 5 ' Ø ) ST A 1 7 + 9 6 . 7 1 RI M 4 9 7 9 . 5 ± IN V . I N 4 9 7 2 . 3 0 ( E ) IN V . I N 4 9 7 2 . 5 0 ( W ) IN V . I N 4 9 7 2 . 5 0 ( N ) IN V . O U T 4 9 7 2 . 3 0 ( S ) ST U B A 8 ST A 1 8 + 0 4 . 2 1 RI M 4 9 7 3 . 4 ± IN V . I N 4 9 7 2 . 3 1 ( E ) IN V . O U T 4 9 7 2 . 3 1 ( W ) S EL E C FES M VA U L T EL E C VA U L T EL E C VA U L T EL E C CA B L E CA B L E VA U L T EL E C C EL E C EL E C EL E C CT V CT V CT V OHUOHUOHUOHU E OH U X X X X X CTVCTVCTVCTV CT V CTV CT V CT V CT V OH U OH U CT V CT V CT V CTV CT V CT V CTV CT V CT V G G G G G G G G CT V SS SS SS SS SS SS SSSSSSSSSSSS H2 O HYD S FE S FE S W W W W W W W X X X X X X X X W W W W S S SSSSSSSSSSSSSS D EL E C X X X X X XXXXX W W W SS W W X X X X XXXX SSSSSSSSSSSSSSSSSS 8" W X SS SS 8" W S E E E E E E E E E E E E E E E E EEEE G G G G G G G G G G G I UD UD UD UD 12" SS 12" SS 12" SS 12" SS 12" SS 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 12 " S S 12 " S S 8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W E E E E E E E E TF SC EV W F N MASON STREET QR INC. 200 HICKORY STREET FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO HI B D O N C O U R T 6' SIDEWAL K 6' S I D E W A L K 9' U T I L I T Y A L I G N M E N T 9' UTILITY EASEMENT 9' UTILITY EASEMENT HI C K O R Y S T R E E T LOT 3 LOT 2 LOT 1 45 ROW BK 1743 PG 632 10 UTILITY EASEMENT BK 1572 PG 322 SSSSSSSSSSSSSSSS STORM DRAIN A SEE SHEET 16 WATERLINE A SEE SHEET 14 STORM DRAIN B SEE SHEET 19 SSMH A4 STA 14+49.46 N: 137616.81 E: 194315.23 SSMH A5 STA 15+25.65 N: 137686.00 E: 194283.32 SSMH A3 STA 13+52.16 N: 137535.41 E: 194368.53 EX SSMH A9 STA 21+87.57 N: 137945.70 E: 194649.64 SSMH A7 (5'Ø) STA 17+96.71 N: 137954.00 E: 194258.87 EX SSMH A0 STA 10+00.00 N: 137342.51 E: 194642.30 SSMH A1 STA 10+27.75 N: 137356.59 E: 194618.38 SSMH A2 (5'∅) STA 11+01.41 N: 137357.00 E: 194544.73 STUB A8 STA 18+04.21 N: 137953.84 E: 194266.37 27.75 LF 12" PVC @ 0.20% 250 . 7 5 L F 1 2 " P V C @ 0 . 2 0 % 97.30 LF 12" PVC @ 0.20% 76.19 L F 1 2 " P V C @ 0 . 2 0 % 114.09 L F 1 2 " P V C @ 0 . 2 0 % FU T U R E 3 8 3 . 3 6 L F 1 2 " P V C @ 0 . 2 0 % 7.50 LF 12" PVC @ 0.20% 73.66 LF 12" PVC @ 0.20% EXISTING 8" SANITARY SEWER EXISTING WATERLINE EXISTING 12" SANITARY SEWER 10' UTILITY EASEMENT BK 1658 PG 746 42' FL-FL 71' ROW 10' ROW PSC EASEMENT BK 1430 PG 930 10' UTILITY EASEMENT BK 1429 PG 750 EXISTING 20' WATERLINE ALIGNMENT 18.5' SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 8.0' 10.6' EXISTING 10' UTILITY ALIGNMENT SANITARY SEWER LINE A4 SEE SHEET 13 156.97 LF 12" PVC @ 0.20% SANITARY SEWER LINE A7-1W SEE SHEET 13 SSMH A6 STA 16+39.74 N: 137797.04 E: 194257.11 4' EXISTING SANITARY MANHOLE TO REMAIN ROW (BY SEPARATE DOCUMENT) 71' ROW (BY SEPARATE DOCUMENT) SANITARY SEWER LINE A7-1N SEE SHEET 13 SS1 PL A N & P R O F I L E SA N I T A R Y S E W E R L I N E A 12 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY SEWER LINE A Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.REFER TO CONSTRUCTION NOTES SECTION E.5 (UTILITY NOTES) FOR SANITARY SEWER AND WATER VARIANCES. (SHEET 2) W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NORTH 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 (F U T U R E ) KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. (E X I S T I N G ) (E X I S T I N G ) 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION 4960 4965 4970 4975 4980 4985 4990 4995 5000 4960 4965 4970 4975 4980 4985 4990 4995 5000 9+0010+0011+0012+00 8" PVC WATER STA.=10+26.84 TOP=4975.61 1.6' SS M H A 7 ( 5 ' Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 7 9 . 5 ± IN V . I N 4 9 7 2 . 3 0 ( E ) IN V . I N 4 9 7 2 . 5 0 ( W ) IN V . I N 4 9 7 2 . 5 0 ( N ) IN V . O U T 4 9 7 2 . 3 0 ( S ) 86.09 LF 4" PVC @ 2.00% EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE EXISTING SANITARY SEWER SERVICE SS C O A 7 - 1 W ST A 1 0 + 8 6 . 0 9 RI M 4 9 8 0 . 6 ± IN V . I N 4 9 7 4 . 2 2 ( W ) IN V . O U T 4 9 7 4 . 2 2 ( E ) (A P P R O X . ) ELECXGG G G SS SS HYD S W W SS SS SS W W S 8" W E E E E G G G G 12 " S S 12 " S S 12 " S S 12 " S S 8" W 8" W 8" W 8" W E TF W F 86.09 LF 4" PVC @ 2.00% SSMH A7 (5'Ø) STA 10+00.00 N: 137954.00 E: 194258.87 N M A S O N S T R E E T WATERLINE A SEE SHEET 14 HIBDON COURT SANITARY SEWER LINE A SEE SHEET 12 LOT 3 LOT 2 WA N K I E R L A N C E 14 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O SSCO A7-1W STA 10+86.09 N: 137952.97 E: 194172.78 EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100006) WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO CTV CTV CTV OHU OHU FE S FE S X S E E E E E E E E E E E E E E E E E E E E G G G G G G G G G I UDUDUDUDUD 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12" S S 12" S S 12" S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W EEEE E E TF SC EV W F SSSSSSSSSSSSSSSS LOT 2 LOT 1 STORM DRAIN B SEE SHEET 19 SANITARY SEWER LINE A SEE SHEET 12 N M A S O N S T R E E T 42' FL-FL 71' ROW SS STUB A4-1 STA 14+49.77 N: 137590.56 E: 194257.57 SSMH A4 STA 14+49.46 N: 137616.81 E: 194315.2363.35 LF 6" PVC @ 1.00% LOT 3 WATERLINE A SEE SHEET 14 24' EMERGENCY ACCESS EASEMENT 60' DRAINAGE EASEMENT TRACT A 4' 4960 4965 4970 4975 4980 4985 4990 4995 5000 4960 4965 4970 4975 4980 4985 4990 4995 5000 9+0010+0011+0011+50 SS M H A 4 ST A 1 4 + 4 9 . 4 6 RI M 4 9 8 0 . 7 ± IN V . I N 4 9 7 1 . 6 2 ( N W ) IN V . I N 4 9 7 2 . 1 2 ( S W ) IN V . O U T 4 9 7 1 . 6 2 ( S E ) 63.35 LF 6" PVC @ 1.00% SS S T U B A 4 - 1 ST A 1 4 + 4 9 . 7 7 RI M 4 9 7 3 . 3 ± IN V . I N 4 9 7 2 . 7 5 ( S W ) IN V . O U T 4 9 7 2 . 7 5 ( N E ) EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 8" PVC WATER STA.=10+27.73 TOP=4975.70 30" HP STORM STA.=10+12.22 INV.=4975.83 2.1' 4960 4965 4970 4975 4980 4985 4990 4995 5000 4960 4965 4970 4975 4980 4985 4990 4995 5000 9+0010+0011+0011+50 SS M H A 7 ( 5 ' Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 7 9 . 5 ± IN V . I N 4 9 7 2 . 3 0 ( E ) IN V . I N 4 9 7 2 . 5 0 ( W ) IN V . I N 4 9 7 2 . 5 0 ( N ) IN V . O U T 4 9 7 2 . 3 0 ( S ) 17.17 LF 4" PVC @ 2.00% SS C O A 7 - 1 N ST A 1 0 + 1 7 . 1 7 RI M 4 9 7 9 . 7 ± IN V . I N 4 9 7 2 . 8 4 ( N W ) IN V . O U T 4 9 7 2 . 8 4 ( S ) EXISTING SANITARY SEWER SERVICE EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE (A P P R O X . ) (I N S T A L L T R A F F I C R A T E D CO V E R ) EXISTING GAS LINE (NOT LOCATED) CONTRACTOR TO VERIFY LOCATION AND DEPTH STA.=10+21.61 INSTALL 8"X4" REDUCER 2-FT OUTSIDE OF MANHOLE ELECXGG G G SS SS HYD S W W SS SS SS W W S 8" W E E E E G G G G 12 " S S 12 " S S 12 " S S 12 " S S 8" W 8" W 8" W 8" W E TF W F N M A S O N S T R E E T WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO HIBDON COURT LOT 3 LOT 2 WA N K I E R L A N C E 14 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O EXISTING 4" SANITARY SEWER SERVICE TO BE RECONNECTED CONTRACTOR TO VERIFY LOCATION AND COORDINATE WITH PROPERTY OWNERS AND ENGINEER PRIOR TO DEMOLITION AND CONSTRUCTION (PARCEL 9702100022) SSMH A7 (5'Ø) STA 17+96.71 N: 137954.00 E: 194258.87 17.17 LF 4" PVC @ 2.00% SSCO A7-1N STA 17+96.71 N: 137971.17 E: 194259.06 INSTALL 8"X4" REDUCER 2-FT OUTSIDE OF MANHOLE EXISTING GAS LINE WATERLINE A SEE SHEET 14 SANITARY SEWER LINE A SEE SHEET 12 WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO (INSTALL TRAFFIC RATED COVER) SS2 PL A N & P R O F I L E SA N I T A R Y S E W E R L I N E A 4 , A 7 - 1 W & A 7 - 1 N 13 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY SEWER LINE A7-1W Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.REFER TO CONSTRUCTION NOTES SECTION E.5 (UTILITY NOTES) FOR SANITARY SEWER AND WATER VARIANCES. (SHEET 2) W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE NORTH 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. SANITARY SEWER LINE A4 PROFILE SCALE: 20' EMERGENCY ACCESS EASEMENT 30' STORMWATER & UTILITY EASEMENT CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SERVICE CONNECTION TO PARCEL 9702100022 & 9702100006. CONTRACTOR TO COORDINATE SEWER SERVICE WORK WITH PROPERTY OWNERS AND ENGINEER PRIOR TO CONSTRUCTION AND RECONNECT EXISTING SANITARY SERVICE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SERVICE CONNECTION TO PARCEL 9702100022 & 9702100006. CONTRACTOR TO COORDINATE SEWER SERVICE WORK WITH PROPERTY OWNERS AND ENGINEER PRIOR TO CONSTRUCTION AND RECONNECT EXISTING SANITARY SERVICE. PROFILE SCALE: SANITARY SEWER LINE A7-1N CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SERVICE CONNECTION TO PARCEL 9702100022 & 9702100006. CONTRACTOR TO COORDINATE SEWER SERVICE WORK WITH PROPERTY OWNERS AND ENGINEER PRIOR TO CONSTRUCTION AND RECONNECT EXISTING SANITARY SERVICE. 4-INCH SANITARY SERVICE FOR 1401 N COLLEGE AVE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SERVICE CONNECTION TO PARCEL 9702100022 & 9702100006. CONTRACTOR TO COORDINATE SEWER SERVICE WORK WITH PROPERTY OWNERS AND ENGINEER PRIOR TO CONSTRUCTION AND RECONNECT EXISTING SANITARY SERVICE. 4-INCH SANITARY SERVICE FOR 122 HIBDON CT. 6-INCH SANITARY SERVICE FOR LOT 2. 20' EMERGENCY ACCESS EASEMENT 30' STORMWATER & UTILITY EASEMENT 8" W S E E E E E E E E E E E E E E E E E E E E E GGG G G G G G G G G I UD UD UD UD 12" SS12" SS12" SS 12" SS 12" SS 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 12 " S S 12 " S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W E E E E E E E E TF SC EV WF X X X X SS SS SS SS SS SS SS SS SS 8" W X SS SS S EL E C FE S M VA U L T EL E C CA B L E CA B L E EL E C CT V CT V OHU OHU OHU OHU X X X X CTV CTVCTVCTV CT V CTV CT V CT V CT V OH U OH U CT V CT V CT V CTV CT V CT V CTV CT V CT V G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS H2 O HYD S FE S FE S W W W W W W W WX X X X X X X X X W W W W S SSSSSSSSSSSSSSS D EL E C X XXXX X X X X X W W W SS SS W W 26.05 LF 8" PVC N89°38'35"W 101.76 LF 8" PVC N24°03'15"W 59.44 LF 8" PVC S89°21'32"E STA: 15+28.70 8"x6" SWIVEL TEE w/MJ 1 - 8" GV (NW) 1 - 6" GV (SW) & FH ASSEMBLY N:137456.00 E:194407.02 STA: 18+89.80 8"x6" TEE w/MJ 1 - 6" GV (W) 1 - 8" GV (S) N:137765.94 E:194235.73 STA: 20+68.08 8"x8" TEE w/MJ 3 - 8" GV (N,S,E) N:137943.59 E:194231.92 STA: 21+27.52 CONNECT TO EXISTING 8" PVC WATERLINE N:137942.92 E:194291.35 QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO LOT 2 LOT 3 20' WATERLINE ROW EASEMENT REC. NO. 85040113 6 UTILITY EASEMENT BK 1658 PG 746 6 UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING EXISTING 10 UTILITY EASEMENT BK 1658 PG 746 10 UTILITY EASEMENT BK 1572 PG 322 9' UTILITY EASEMENT N MASON STREET HI B D O N C O U R T LOT 1 STORM DRAIN B SEE SHEET 19 HI C K O R Y S T R E E T SANITARY SEWER LINE A SEE SHEET 12 STORM DRAIN A SEE SHEET 16 STA: 18+94.80 2" WATER TAP N:137770.82 E:194234.61 2" WATER METER PIT TO BE INSTALLED (METER TO BE INSTALLED AT TIME OF LOT 2 DEVELOPMENT) UPSIZE TO 3" SERVICE 5' AFTER METER PIT N:137763.15 E:194201.42 3 4" METER PIT AND CURB STOP N:137529.42 E:194297.04 TRACT A STA: 16+53.09 3 4" WATER TAP N:137549.72 E:194325.85 STA: 17+05.42 11.25° BEND w/ MJ N:137592.50 E:194295.72 STA: 18+07.17 11.25° BEND w/ MJ N:137685.42 E:194254.24 STA: 19+14.49 11.25° BEND w/ MJ N:137790.01 E:194230.20 101.55 LF 8" PVC N35°09'45"W 153.59 LF 8" PVC N00°38'28"E 75. 1 6 L F 8 " P V C N44 ° 3 8 ' 3 5 " W STA: 14+73.66 45° BEND w/ MJ N:137416.83 E:194445.70 STA: 14+47.61 45° BEND w/ MJ N:137416.67 E:194471.74 STA: 12+25.75 22.5° BEND w/ MJ N:137227.76 E:194580.43 107.51 L F 8 " P V C N19°37 ' 2 4 " W STA: 10+00.00 CONNECT TO EXISTING 8" PVC WATERLINE w/ 8" GV (N) N:137002.03 E:194577.92 STA: 16+03.86 11.25° BEND w/ MJ N:137509.48 E:194354.20 N MASON STREET WATERLINE A1 SEE SHEET 15 71' ROW (BY SEPARATE DOCUMENT) 55.04 LF 8" PVC N44°38'35"W STA: 13+33.26 11.25° BEND w/ MJ N:137329.03 E:194544.33 225.75 LF 8" PVC N00°38'13"E 50.35 LF 8" PVC N33°15'11"W 64.01 LF 8" PVC N44°38'35"W STA: 13+83.60 11.25° BEND w/ MJ N:137371.13 E:194516.72 19.69 LF 8" PVC N12°56'45"W 5.00 LF 8" PVC N12°56'45"W 82.63 LF 8 " P V C N12°56'4 5 " W 22.5° BEND N:137755.95 E:194192.27 44.60 LF 6" PVC S77°03'15"W 8.19 LF 6" PVC N84°55'58"W 4955 4960 4965 4970 4975 4980 4985 4990 4995 4955 4960 4965 4970 4975 4980 4985 4990 4995 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+75 49 7 0 . 0 3 49 6 7 . 8 9 49 7 0 . 4 5 49 7 0 . 6 7 49 7 0 . 8 8 49 7 1 . 0 9 49 7 1 . 3 0 49 7 1 . 5 1 49 7 1 . 7 2 49 7 1 . 9 3 49 7 2 . 1 4 49 7 2 . 3 5 49 7 2 . 5 6 49 7 2 . 7 8 49 7 2 . 9 0 49 7 2 . 9 2 49 7 2 . 9 5 49 7 2 . 9 9 49 7 3 . 0 2 49 7 3 . 0 6 49 7 3 . 0 9 49 7 3 . 1 3 49 7 4 . 9 9 49 7 5 . 4 1 49 7 5 . 4 2 49 7 5 . 4 4 49 7 5 . 4 5 49 7 5 . 4 6 49 7 5 . 4 8 49 7 5 . 7 4 49 7 6 . 0 0 49 7 6 . 2 7 49 7 6 . 5 3 49 7 6 . 7 9 49 7 7 . 0 6 49 7 7 . 2 3 49 7 7 . 1 4 49 7 6 . 7 8 49 7 6 . 2 1 49 7 5 . 7 2 49 7 5 . 5 9 49 7 5 . 5 9 49 7 5 . 5 9 49 7 5 . 5 9 49 7 5 . 5 9 49 7 4 . 0 2 EXISTING GROUND @ PIPE CENTERLINE TOP OF PIPE PROPOSED GROUND PROPOSED GROUND @ PIPE CENTERLINE 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ST A . 1 0 + 0 0 . 0 CO N N E C T T O E X I S T I N G 8" P V C W A T E R L I N E w/ 8 " G V ( N ) T. O . P . = 4 9 7 0 . 0 3 ST A . 1 5 + 4 8 . 2 45 ° V E R T I C A L B E N D T. O . P . = 4 9 7 3 . 1 6 ST A . 1 5 + 5 0 . 4 45 ° V E R T I C A L B E N D T. O . P . = 4 9 7 5 . 4 0 ST A . 1 6 + 9 9 . 5 0. 6 ° D E F L E C T I O N T. O . P . = 4 9 7 5 . 4 7 ST A . 1 3 + 6 1 . 1 0. 1 ° D E F L E C T I O N T. O . P . = 4 9 7 2 . 9 0 ST A . 2 1 + 0 7 . 4 22 . 5 ° V E R T I C A L B E N D T. O . P . = 4 9 7 4 . 0 2 ST A . 2 1 + 2 7 . 5 CO N N E C T T O E X I S T I N G 8" P V C W A T E R L I N E T. O . P . = 4 9 7 4 . 0 2 ST A . 2 1 + 0 0 . 4 22 . 5 ° V E R T I C A L B E N D T. O . P . = 4 9 7 5 . 5 9 ST A . 1 0 + 1 7 . 8 45 ° V E R T I C A L B E N D T. O . P . = 4 9 7 0 . 1 8 ST A . 1 3 + 3 9 . 5 45 ° V E R T I C A L B E N D T. O . P . = 4 9 7 2 . 9 0 ST A . 1 0 + 2 9 . 6 45 ° V E R T I C A L B E N D T. O . P . = 4 9 7 0 . 2 8 ST A . 1 0 + 2 0 . 1 45 ° V E R T I C A L B E N D T. O . P . = 4 9 6 7 . 8 9 ST A . 1 0 + 2 7 . 2 45 ° V E R T I C A L B E N D T. O . P . = 4 9 6 7 . 8 9 ST A . 1 3 + 3 3 . 2 6 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 2 . 8 4 ST A . 1 4 + 7 3 . 6 6 45 ° B E N D w / M J T. O . P . = 4 9 7 3 . 0 6 ST A . 1 8 + 0 7 . 1 7 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 6 . 6 1 ST A . 2 0 + 6 8 . 0 8 8" x 8 " T E E 3 - 8 " G V ( N , S , E ) T. O . P . = 4 9 7 5 . 5 9 ST A . 1 7 + 0 5 . 4 2 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 5 . 5 3 ST A . 1 5 + 2 8 . 7 0 8" x 6 " S W I V E L T E E w / M J 1 - 8 " G V ( N W ) 1 - 6 " G V ( S W ) & F H A S S E M B L Y T. O . P . = 4 9 7 3 . 1 3 ST A . 1 6 + 0 3 . 8 6 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 5 . 4 3 ST A . 1 8 + 8 9 . 8 0 8" x 6 " T E E w / M J 1 - 6 " G V ( W ) 1 - 8 " G V ( S ) T. O . P . = 4 9 7 7 . 2 1 ST A . 1 8 + 9 4 . 8 0 2" W A T E R T A P T. O . P . = 4 9 7 7 . 1 8 ST A . 1 3 + 8 3 . 6 0 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 2 . 9 3 ST A . 1 4 + 4 7 . 6 1 45 ° B E N D w / M J T. O . P . = 4 9 7 3 . 0 2 ST A . 1 2 + 2 5 . 7 5 22 . 5 ° B E N D w / M J T. O . P . = 4 9 7 1 . 9 4 ST A . 1 9 + 1 4 . 4 9 11 . 2 5 ° B E N D w / M J T. O . P . = 4 9 7 6 . 9 6 80.0' DEF. ST A . 1 8 + 5 4 . 2 9 T. O . P . = 4 9 7 7 . 1 0 ST A . 1 9 + 3 4 . 2 9 T. O . P . = 4 9 7 6 . 5 8 (@ 0.5°) 40.0' DEF. ST A . 1 9 + 5 6 . 3 4 T. O . P . = 4 9 7 6 . 0 6 ST A . 1 9 + 9 6 . 3 4 T. O . P . = 4 9 7 5 . 5 9 (@ 0.7°) 36" PVC WATER INSTALL POLY BARRIER TOP OF WATER MAIN STA.=13+44.47 TOP=4971.95 80 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 0 + 0 0 . 0 0 EN D M E C H . R E S T R A I N T ST A : 1 0 + 8 0 . 0 0 24" HP STORM STA.=13+57.52 INV.=4973.35 30" HP STORM STA.=15+43.45 INV.=4974.95 5' TYP. 12" PVC SANITARY STA.=20+94.92 INV.=4972.28 6" PVC SANITARY STA.=17+19.46 INV.=4972.40 15" HP STORM STA.=14+84.47 INV.=4975.16 12" PVC SANITARY APPROXIMATE LOCATION CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION STA.=10+23.66 INV.=4969.42 6 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 7 + 0 2 . 0 4 EN D M E C H . R E S T R A I N T ST A : 1 7 + 0 8 . 0 4 6 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 6 + 0 0 . 4 9 EN D M E C H . R E S T R A I N T ST A : 1 6 + 0 6 . 4 9 18"21"2'18" 139 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 9 + 8 7 . 7 1 EN D M E C H . R E S T R A I N T ST A : 2 1 + 2 7 . 1 5 166 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 8 + 0 3 . 8 0 EN D M E C H . R E S T R A I N T ST A : 1 9 + 6 9 . 8 0 147 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 4 + 3 6 . 2 4 EN D M E C H . R E S T R A I N T ST A : 1 5 + 8 3 . 0 4 10 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 2 + 2 0 . 7 5 EN D M E C H . R E S T R A I N T ST A : 1 2 + 3 0 . 7 5 POLYWRAP 8-INCH MAIN AND FLOWFILL 10-FT EACH SIDE OF CROSSING 6 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 3 + 8 0 . 2 3 EN D M E C H . R E S T R A I N T ST A : 1 3 + 8 6 . 2 3 6 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 3 + 2 9 . 8 8 EN D M E C H . R E S T R A I N T ST A : 1 3 + 3 5 . 8 8 4.1' COVER 5' TYP. WT1 PL A N & P R O F I L E WA T E R L I N E A 14 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATERLINE A Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM 4.5 FOOT TO A MAXIMUM 5.5 FOOT COVER FROM FINISHED GRADE TO TOP OF PIPE, UNLESS SPECIFICALLY LABELED OTHERWISE ON THE PLANS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.REFER TO CONSTRUCTION NOTES SECTION E.5 (UTILITY NOTES) FOR SANITARY SEWER AND WATER VARIANCES. (SHEET 2) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. CONTRACTOR TO VERIFY EXISTING UTILITIES & ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXISTING UTILITIES & ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXISTING UTILITIES & ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY EXISTING UTILITIES & ELEVATIONS PRIOR TO CONSTRUCTION. 4955 4960 4965 4970 4975 4980 4985 4990 4995 4955 4960 4965 4970 4975 4980 4985 4990 4995 9+00 10+00 11+00 12+00 8" PVC ST A . 1 0 + 0 0 . 0 8" x 8 " T E E w / M J 3 - 8 " G V ( N , S , E ) T. O . P . = 4 9 7 5 . 5 9 ST A . 1 0 + 2 7 . 7 8" W A T E R C A P T. O . P . = 4 9 7 5 . 2 9 ST A . 1 0 + 1 0 . 1 1. 0 ° D E F L E C T I O N T. O . P . = 4 9 7 5 . 5 9 EXISTING GROUND @ PIPE CENTERLINE PROPOSED GROUND @ PIPE CENTERLINE 49 7 9 . 6 7 49 7 9 . 6 7 4" PVC SANITARY CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION STA.=10+10.09 INV.=4973.04 18" 28 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 0 + 0 0 . 0 0 EN D M E C H . R E S T R A I N T ST A : 1 0 + 2 7 . 6 9 4' COVER 8" W E E E E GGG 12" SS12" SS12" SS 8" W 8" W 8" W EL E C G G G G SS SS HYD S W W SS SS SS W W S WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO HI B D O N C O U R T STA: 10+00.00 8"x8" TEE w/MJ 3 - 8" GV (N,S,E) N:137943.59 E:194231.92 27.69 LF 8" PVC N00°38'28"E STA: 10+27.69 8" WATER CAP N:137971.28 E:194232.23 N MASON STREET LOT 2 LOT 3 SANITARY SEWER LINE A7 SEE SHEET 13 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATERLINE A1 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM 4.5 FOOT TO A MAXIMUM 5.5 FOOT COVER FROM FINISHED GRADE TO TOP OF PIPE, UNLESS SPECIFICALLY LABELED OTHERWISE ON THE PLANS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.REFER TO CONSTRUCTION NOTES SECTION E.5 (UTILITY NOTES) FOR SANITARY SEWER AND WATER VARIANCES. (SHEET 2) EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. WT2 PL A N & P R O F I L E WA T E R L I N E A 1 15 NORTH 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+5010+0011+0012+0013+0014+0015+0016+0017+00 PROPOSED GROUND EXISTING GROUND 127.22 LF 24" HP STORM @ 0.20% 43.38 LF 24" HP STORM @ 0.20%34.75 LF 24" RCP @ 0.20% 200.50 LF 24" HP STORM @ 0.20% 39.31 LF 24" HP STORM @ 0.20% ST M H A 3 ST A 1 1 + 7 0 . 6 0 RI M 4 9 7 8 . 5 ± IN V . I N 4 9 7 3 . 1 0 ( W ) IN V . O U T 4 9 7 3 . 1 0 ( S E ) ST M H A 4 ST A 1 3 + 7 1 . 1 0 RI M 4 9 7 8 . 2 ± IN V . I N 4 9 7 3 . 5 0 ( N W ) IN V . O U T 4 9 7 3 . 5 0 ( E ) EX . S T M H A 0 ( P U B L I C ) ST A 9 + 6 5 . 2 5 RI M 4 9 7 8 . 0 ± IN V . I N 4 9 7 2 . 6 9 ( N ) IN V . I N 4 9 7 2 . 7 1 ( W ) IN V . O U T 4 9 7 2 . 6 1 ( S ) IN L E T A 1 ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 7 7 . 6 ± IN V . I N 4 9 7 2 . 7 7 ( W ) IN V . O U T 4 9 7 2 . 7 7 ( E ) IN L E T A 2 ST A 1 1 + 2 7 . 2 2 FL . E L 4 9 7 7 . 5 ± IN V . I N 4 9 7 3 . 0 2 ( N W ) IN V . O U T 4 9 7 3 . 0 2 ( E ) OU T L E T A 6 ST A 1 4 + 9 8 . 5 0 IN V . 4 9 7 3 . 7 6 ( W ) IN V . 4 9 7 3 . 7 6 ( E ) 8" PVC WATER STA.=12+95.63 TOP=4972.92 12" PVC SANITARY STA.=11+94.31 INV.=4970.76 12" PVC SANITARY STA.=11+84.30 INV.=4970.87 14"13" 36" PVC WATER STA.=11+57.43 TOP=4968.92 88.10 LF 24" HP STORM @ 0.20% ST M H A 5 ST A 1 4 + 5 9 . 2 0 RI M 4 9 7 8 . 7 ± IN V . I N 4 9 7 3 . 6 8 ( W ) IN V . O U T 4 9 7 3 . 6 8 ( S E ) 399.41 LF 6" SLOTTED HDPE @ 0.13% ASSUMED GROUNDWATER ELEVATION BASED ON CAVE-IN ELEVATIONS (SEE NOTE 9) X SS SS SS XXX H2O FE S F S W W W W W W W W W W W W XXXXXXXXXXXX X X X SSS SS SS SS SS SS SS SS X X X X X X W W W W W W W W W S E E E E E E E E E E E E E E E E E E E E E G G G G G G G I UDUDUDUDUDUDUD 12 " S S 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 12" SS 12" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SC R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO N M A S O N S T R E E T 20' UTILITY EASEMENT BK 1429 PG 750 10' UTILITY EASEMENT BK 1429 PG 750 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 EXISTING 36" WATER LINE QR INC. 200 HICKORY STREET FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO N C O L L E G E A V E N U E EDGE OF CONCRETE SIDEWALK EXISTING 12" SANITARY SEWER EXISTING SANITARY SEWER MANHOLE EXISTING 36" STORM DRAIN 29' NON-EXCLUSIVE ROADWAY/ACCESS EASEMENT BK 2125 PG 1500 10' ROW PSC EASEMENT BK 1430 PG 930 SANITARY SEWER LINE A SEE SHEET 12 STMH A3 STA 11+70.60 N: 137348.15 E: 194656.05 STMH A4 STA 13+71.10 N: 137350.02 E: 194455.56 EX. STMH A0 (PUBLIC) STA 9+65.25 N: 137319.90 E: 194845.73INLET A1 STA 10+00.00 N: 137320.52 E: 194810.98 INLET A2 STA 11+27.22 N: 137314.89 E: 194683.89 OUTLET A6 STA 14+98.50 N: 137416.01 E: 194357.89 127.22 LF 24" HP STORM @ 0.20% 43. 3 8 L F 24" H P S T O R M @ 0 . 2 0 % 34.75 LF 24" RCP @ 0.20% 200.50 LF 24" HP STORM @ 0.20% 39.31 LF 24" HP STORM @ 0.20% STORM DRAIN B SEE SHEET 19 15' GRAVEL GEOGRID ACCESS ROAD HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 EXISTING FENCE LINE TO BE REMOVED AND REPLACED 4222 SQ. FT. OF TMAX SEE SHEET 5 EXISTING 36" WATER LINE 88. 1 0 L F 2 4 " H P S T O R M @ 0 . 2 0 % STMH A5 STA 14+59.20 N: 137416.01 E: 194397.20 10.5' 8.0' 5.1' MONITORING WELL SEE NOTE 9 399.41 LF 6" SLOTTED HDPE @ 0.13% ROW (BY SEPARATE DOCUMENT) 71' ROW (BY SEPARATE DOCUMENT) WATERLINE A SEE SHEET 14 18.5' SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 20 UTILITY EASEMENT PER MUSTANG SUBDIVISION 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT 10' UTILITY EASEMENT PER TRI-CO SUBDIVISION SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 7' UTILITY EASEMENT PER REC. NO. 20140033295 ST1 PL A N & P R O F I L E ST O R M D R A I N A 16 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). 6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG. 8.SEE DETAIL SHEET 40 FOR SCOUR STOP SCHEDULE. 9.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 10.UNDERDRAIN CLEANOUTS SHALL HAVE CARSONITE MARKER POSTS PER FORT COLLINS SPECIFICATIONS. PROPOSED RIGHT OF WAY INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. 16 17 18 LI N E MA T C H ST A 17 + 0 0 ST A MA T C H L I N E SE E S H E E T 17 17 + 0 0 PUBLICLY OWNED AND MAINTAINED CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 17+0018+0019+0020+0021+0022+0023+00 399.41 LF 6" SLOTTED HDPE @ 0.13%110.92 LF 6" SLOTTED HDPE @ 0.14%110.92 LF 6" SLOTTED HDPE @ 0.14%110.92 LF 6" SLOTTED HDPE @ 0.14% CO A 1 0 w / 2 2 . 5 ° B E N D ST A 2 2 + 3 0 . 6 7 RI M 4 9 7 5 . 8 ± IN V . I N 4 9 7 4 . 7 4 ( N ) IN V . O U T 4 9 7 4 . 7 4 ( S ) CO A 9 w / 2 2 . 5 ° B E N D ST A 2 1 + 1 9 . 7 5 RI M 4 9 7 5 . 6 ± IN V . I N 4 9 7 4 . 5 9 ( N ) IN V . O U T 4 9 7 4 . 5 9 ( S E ) CO A 8 w / 2 2 . 5 ° B E N D ST A 2 0 + 0 8 . 8 3 RI M 4 9 7 5 . 5 ± IN V . I N 4 9 7 4 . 4 4 ( N W ) IN V . O U T 4 9 7 4 . 4 4 ( S E ) CO A 7 w / 2 2 . 5 ° B E N D ST A 1 8 + 9 7 . 9 1 RI M 4 9 7 5 . 3 ± IN V . I N 4 9 7 4 . 2 8 ( N W ) IN V . O U T 4 9 7 4 . 2 8 ( E ) PROPOSED GROUND EXISTING GROUND ASSUMED GROUNDWATER ELEVATION BASED ON CAVE-IN ELEVATIONS (SEE NOTE 9) UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD CO A10 w/ 22.5° BEND STA 22+30.67 N: 137653.43 E: 193739.75 CO A9 w/ 22.5° BEND STA 21+19.75 N: 137550.17 E: 193780.27 CO A8 w/ 22.5° BEND STA 20+08.83 N: 137470.16 E: 193857.08 CO A7 w/ 22.5° BEND STA 18+97.91 N: 137425.46 E: 193958.59 399.41 LF 6" SLOTTED HDPE @ 0.13% 110.9 2 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % 110 . 9 2 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % 11 0 . 9 2 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % 13 7 . 7 6 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 MARKER POST SEE NOTE 10 MARKER POST SEE NOTE 10 MARKER POST SEE NOTE 10 MARKER POST SEE NOTE 10 MONITORING WELL SEE NOTE 9 ST2 PL A N & P R O F I L E ST O R M D R A I N A 17 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). 6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG. 8.SEE DETAIL SHEET 40 FOR SCOUR STOP SCHEDULE. 9.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 10.UNDERDRAIN CLEANOUTS SHALL HAVE CARSONITE MARKER POSTS PER FORT COLLINS SPECIFICATIONS. PROPOSED RIGHT OF WAY INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. 16 17 18 LI N E MA T C H ST A 17 + 0 0 ST A MA T C H L I N E SE E S H E E T 17 + 0 0 LINE MATCH STA 23+00 ST A MA T C H L I N E SE E S H E E T 23 + 0 0 16 PUBLICLY OWNED AND MAINTAINED 18 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 23+0024+0025+0026+0026+50 137.76 LF 6" SLOTTED HDPE @ 0.14% 89.00 LF 6" SLOTTED HDPE @ 0.14% CO A 1 2 w / 2 2 . 5 ° B E N D ST A 2 4 + 5 7 . 4 3 RI M 4 9 7 6 . 1 ± IN V . I N 4 9 7 5 . 0 5 ( N E ) IN V . O U T 4 9 7 5 . 0 5 ( S W ) CO A 1 1 w / 2 2 . 5 ° B E N D ST A 2 3 + 6 8 . 4 3 RI M 4 9 7 6 . 0 ± IN V . I N 4 9 7 4 . 9 2 ( N E ) IN V . O U T 4 9 7 4 . 9 2 ( S ) CO A 1 3 ST A 2 5 + 8 6 . 7 4 RI M 4 9 7 6 . 2 ± IN V . O U T 4 9 7 5 . 2 3 ( S W ) 129.31 LF 6" SLOTTED HDPE @ 0.14% ASSUMED GROUNDWATER ELEVATION BASED ON CAVE-IN ELEVATIONS (SEE NOTE 9) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE X X X X X X X X X X UDUD UD UD UD UD UD UD CO A12 w/ 22.5° BEND STA 24+57.43 N: 137871.12 E: 193781.24 CO A11 w/ 22.5° BEND STA 23+68.43 N: 137791.17 E: 193742.12 137.76 LF 6" SLOTTED HDPE @ 0.14% 89.00 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % CO A13 STA 25+86.74 N: 137952.21 E: 193881.96 129 . 3 1 L F 6 " S L O T T E D H D P E @ 0 . 1 4 % HICKORY REGIONAL DETENTION POND LOT 1 MARKER POST SEE NOTE 10 MARKER POST SEE NOTE 10 MARKER POST SEE NOTE 10 STORM DRAIN C SEE RIGHT 4965 4970 4975 4980 4985 4990 4995 5000 4965 4970 4975 4980 4985 4990 4995 5000 9+50 10+00 11+00 11+50 FE S C 1 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 7 6 . 3 6 ( E ) 75.36 LF 24" HDPE @ 0.50% BA S I N C 2 ST A 1 0 + 7 5 . 3 6 RI M 4 9 8 1 . 0 ± IN V . I N 4 9 7 6 . 9 2 ( E ) IN V . O U T 4 9 7 6 . 7 3 ( W ) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 100-YEAR HGL FE S C 3 ST A 1 0 + 8 7 . 3 6 IN V . 4 9 7 8 . 1 2 ( W ) 12.00 LF 24" HDPE @ 10.00% X X X X X X X X S UD UD UD FES C1 STA 10+00.00 N: 137958.43 E: 193915.22 75.36 LF 24" HDPE @ 0.50% BASIN C2 STA 10+75.36 N: 137957.60 E: 193990.58 2' CONCRETE PAN SCOUR STOP SEE SHEET 39 HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 30' STORMWATER & UTILITY EASEMENT DRAINAGE EASEMENT STORM DRAIN A SEE LEFT 12.00 LF 24" HDPE @ 10.00% FES C3 STA 10+87.36 N: 137957.47 E: 194002.58 ST3 PL A N & P R O F I L E ST O R M D R A I N A & C 18 ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 PROFILE SCALE: STORM DRAIN A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). 6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG. 8.SEE DETAIL SHEET 40 FOR SCOUR STOP SCHEDULE. 9.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 10.UNDERDRAIN CLEANOUTS SHALL HAVE CARSONITE MARKER POSTS PER FORT COLLINS SPECIFICATIONS. PROPOSED RIGHT OF WAY INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. NORTH STORM DRAIN C PROFILE SCALE: 16 17 18 LI N E MA T C H ST A 23 + 0 0 ST A MA T C H L I N E SE E S H E E T 17 23 + 0 0 PUBLICLY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED NORTH 18 CTV FE SFES W XX X X X S E E EE E EEE E E E E E E E E G G G G G G G G G G G G G I UD UD 12" S S 12" S S 12" S S 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 8" W 8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W E E E E EV STMH B6 w/4-FT SUMP STA 13+36.57 N: 137693.30 E: 194268.20 STMH B3 STA 11+35.72 N: 137519.39 E: 194366.34 STMH B5 STA 12+71.53 N: 137632.90 E: 194292.33 STMH B4 STA 12+06.49 N: 137576.08 E: 194323.99 STMH B2 STA 10+75.92 N: 137476.02 E: 194407.51 STMH B7 STA 13+66.12 N: 137704.93 E: 194295.36 FES B1 STA 10+00.00 N: 137425.94 E: 194350.44 75 . 9 2 L F 3 0 " H P S T O R M @ 0 . 2 0 % 59.80 LF 30" HP STORM @ 0.50% 65.04 L F 3 0 " H P S T O R M @ 0 . 5 0 % 65.04 L F 3 0 " H P S T O R M @ 0 . 4 0 % 29.55 LF 30" HP STORM @ 0.50% 70.76 LF 30" H P S T O R M @ 0 . 5 0 % 71' ROW LOT 2 STORM DRAIN B2-E SEE SHEET 20 WATERLINE A SEE SHEET 14 SANITARY SEWER A SEE SHEET 12 N MASON ST R E E T FIRE HYDRANTHICKORY REGIONAL DETENTION POND LOT 1 LOT 3 42' FL-FL STORM DRAIN B4 SEE RIGHT 60' DRAINAGE EASEMENT TRACT A ENCROACHMENT EASEMENT (BY SEPARATE DOCUMENT) 26' ACCESS EASEMENT EXISTING CULVERT STORM DRAIN B2-S1 SEE SHEET 20 6" PVC SANITARY SERVICE 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+5010+0011+0012+0013+0014+0014+50 ST M H B 7 ST A 1 3 + 6 6 . 1 2 RI M 4 9 8 0 . 3 ± IN V . I N 4 9 7 4 . 8 3 ( E ) IN V . O U T 4 9 7 4 . 8 3 ( S W ) 29.55 LF 30" HP STORM @ 0.50% ST M H B 6 w / 4 - F T S U M P ST A 1 3 + 3 6 . 5 7 RI M 4 9 8 1 . 9 ± IN V . I N 4 9 7 4 . 6 8 ( N E ) IN V . O U T 4 9 7 6 . 1 8 ( S ) 65.04 LF 30" HP STORM @ 0.40% ST M H B 5 ST A 1 2 + 7 1 . 5 3 RI M 4 9 8 1 . 3 ± IN V . I N 4 9 7 5 . 9 2 ( N ) IN V . O U T 4 9 7 5 . 9 6 ( S E ) 65.04 LF 30" HP STORM @ 0.50% ST M H B 4 ST A 1 2 + 0 6 . 4 9 RI M 4 9 8 0 . 8 ± IN V . I N 4 9 7 5 . 6 3 ( N W ) IN V . I N 4 9 7 5 . 6 3 ( N E ) IN V . O U T 4 9 7 5 . 6 3 ( S E ) 70.76 LF 30" HP STORM @ 0.50% ST M H B 3 ST A 1 1 + 3 5 . 7 2 RI M 4 9 8 1 . 3 ± IN V . I N 4 9 7 5 . 2 8 ( N W ) IN V . O U T 4 9 7 5 . 2 8 ( S E ) 59.80 LF 30" HP STORM @ 0.50% ST M H B 2 ST A 1 0 + 7 5 . 9 2 RI M 4 9 8 0 . 7 ± IN V . I N 4 9 7 5 . 1 3 ( E ) IN V . I N 4 9 7 4 . 9 8 ( N W ) IN V . I N 4 9 7 4 . 9 8 ( S E ) IN V . O U T 4 9 7 4 . 9 8 ( S W ) 75.92 LF 30" HP STORM @ 0.20% FE S B 1 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 7 4 . 8 3 ( N E ) EX. 246.09 LF 12" RCP @ 0.49% PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 4-FT SUMP 12" PVC SANITARY STA.=13+49.81 INV.=4971.80 6" PVC SANITARY STA.=12+47.32 INV.=4972.24 8" PVC WATER STA.=10+61.48 TOP=4973.17 18"20" 30" 100-YEAR HGL FE S FE S X S E E E E E E E E G G G G G G G I 12 " S S 12 " S S 12" S S 12 " S S 12" S S 12" S S 12" S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W EV ILNET B4-1 STA 10+21.01 N: 137586.98 E: 194341.95 21.01 LF 18" HP STORM @ 1.00% STMH B4 STA 10+00.00 N: 137576.08 E: 194323.99 LOT 2 TRACT A SANITARY SEWER A SEE SHEET 12 WATERLINE A SEE SHEET 14 N M A S O N S T R E E T 71' ROW 42' FL-FL 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+25 10+00 11+00 IL N E T B 4 - 1 ( S U M P ) ST A 1 0 + 2 1 . 0 1 FL . E L 4 9 8 0 . 2 ± IN V . O U T 4 9 7 5 . 8 4 ( S W ) 21.01 LF 18" HP STORM @ 1.00% ST M H B 4 ST A 1 0 + 0 0 . 0 0 RI M 4 9 8 0 . 8 ± IN V . I N 4 9 7 5 . 6 3 ( N W ) IN V . I N 4 9 7 5 . 6 3 ( N E ) IN V . O U T 4 9 7 5 . 6 3 ( S E ) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 12" PVC SANITARY STA.=10+14.99 INV.=4971.54 36" 100-YEAR HGL Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). 6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG. 8.SEE DETAIL SHEET 40 FOR SCOUR STOP SCHEDULE. 9.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 10.UNDERDRAIN CLEANOUTS SHALL HAVE CARSONITE MARKER POSTS PER FORT COLLINS SPECIFICATIONS. PROPOSED RIGHT OF WAY INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) ST4 PL A N & P R O F I L E ST O R M D R A I N B & B 4 19 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 STORM DRAIN B 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 NORTH STORM DRAIN B4 PUBLICLY OWNED AND MAINTAINED PROFILE SCALE:PROFILE SCALE: KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. PUBLICLY OWNED AND MAINTAINED FE SFES W X X X E E E EEE E EEE G G G G G UD 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 8" W 8" W8" W8" W8" W8" W SC STMH B2-S1 STA 10+58.15 N: 137434.66 E: 194448.36 INLET B2-S2 STA 10+79.13 N: 137449.40 E: 194463.28 58.13 LF 24" HP STORM @ 0.20% 20.98 LF 15" HP STORM @ 0.40% STMH B2 STA 10+00.02 N: 137476.02 E: 194407.51 N MASON STREET 71' ROW 42' FL-FL STORM DRAIN B SEE SHEET 19 SANITARY SEWER A SEE SHEET 12 WATERLINE A SEE SHEET 14 HICKORY REGIONAL DETENTION POND LOT 1 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+75 10+00 11+00 11+25 ST M H B 2 ST A 1 0 + 0 0 . 0 2 RI M 4 9 8 0 . 7 ± IN V . I N 4 9 7 5 . 1 3 ( E ) IN V . I N 4 9 7 4 . 9 8 ( N W ) IN V . I N 4 9 7 4 . 9 8 ( S E ) IN V . O U T 4 9 7 4 . 9 8 ( S W ) 58.13 LF 24" HP STORM @ 0.20% ST M H B 2 - S 1 ST A 1 0 + 5 8 . 1 5 RI M 4 9 7 9 . 4 ± IN V . I N 4 9 7 5 . 1 0 ( N E ) IN V . I N 4 9 7 5 . 1 0 ( S W ) IN V . O U T 4 9 7 5 . 1 0 ( N W ) 20.98 LF 15" HP STORM @ 0.40% IN L E T B 2 - S 2 ( O N - G R A D E ) ST A 1 0 + 7 9 . 1 3 FL . E L 4 9 7 8 . 8 ± IN V . O U T 4 9 7 5 . 1 8 ( S W ) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 12" PVC SANITARY STA.=10+72.15 INV.=4971.18 100-YEAR HGL H2O W W W W W XXXXXX X X X E E E E E E E E E E G G G G 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SC INLET B2-S3 STA 10+20.98 N: 137419.92 E: 194433.43 20.98 LF 15" HP STORM @ 0.40% STMH B2-S1 STA 10+00.00 N: 137434.66 E: 194448.36 WATERLINE A SEE SHEET 14HICKORY REGIONAL DETENTION POND LOT 1 71' ROW 42' FL-FL N M A S O N S T R E E T STORM DRAIN B SEE SHEET 19 SANITARY SEWER A SEE SHEET 12 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+2510+0011+00 IN L E T B 2 - S 3 ( O N - G R A D E ) ST A 1 0 + 2 0 . 9 8 FL . E L 4 9 7 8 . 8 ± IN V . O U T 4 9 7 5 . 1 8 ( N E ) 20.98 LF 15" HP STORM @ 0.40% ST M H B 2 - S 1 ST A 1 0 + 0 0 . 0 0 RI M 4 9 7 9 . 4 ± IN V . I N 4 9 7 5 . 1 0 ( N E ) IN V . I N 4 9 7 5 . 1 0 ( S W ) IN V . O U T 4 9 7 5 . 1 0 ( N W ) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 8" PVC WATER STA.=10+14.42 TOP=4973.09 100-YEAR HGL FE S FE S X X X E E E E E E E G G G G UD 12 " S S 12 " S S 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W FES B2-E1 STA 10+53.62 N: 137493.98 E: 194458.03 53.62 LF 15" HP STORM @ 1.62% STMH B2 STA 10+00.00 N: 137476.02 E: 194407.51 HICKORY REGIONAL DETENTION POND LOT 1 WATERLINE A SEE SHEET 14 STORM DRAIN B SEE SHEET 19 SANITARY SEWER A SEE SHEET 12 TRACT A N M A S O N S T R E E T 71' ROW 42' FL-FL 4960 4965 4970 4975 4980 4985 4990 4995 4960 4965 4970 4975 4980 4985 4990 4995 9+50 10+00 11+00 ST M H B 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 8 0 . 7 ± IN V . I N 4 9 7 5 . 1 3 ( E ) IN V . I N 4 9 7 4 . 9 8 ( N W ) IN V . I N 4 9 7 4 . 9 8 ( S E ) IN V . O U T 4 9 7 4 . 9 8 ( S W ) 53.62 LF 15" HP STORM @ 1.62% FE S B 2 - E 1 ST A 1 0 + 5 3 . 6 2 IN V . 4 9 7 6 . 0 0 ( W ) PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 12" PVC SANITARY STA.=10+15.45 INV.=4971.28 100-YEAR HGL Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 5.PIPE MATERIAL, BEDDING AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALL RCP SHALL BE CLASS III OR GREATER. ALTERNATIVES (SUCH AS ADS HP STORM) SHALL BE APPROVED IN ADVANCED BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477/D3212 FOR PLASTIC PIPE). 6.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING MANHOLES OR INLETS PRIOR TO CONSTRUCTION. CITY OF FORT COLLINS AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH APPROVED DESIG. 8.SEE DETAIL SHEET 40 FOR SCOUR STOP SCHEDULE. 9.THE GEOTECH ANALYSIS PROVIDED A MEASURED GROUNDWATER ELEVATION AT 4' TO 8' BASED ON CAVE IN ELEVATIONS. ONGOING MONITORING WILL BE PROVIDED ON A REGULAR BASIS THROUGH CONSTRUCTION. 10.UNDERDRAIN CLEANOUTS SHALL HAVE CARSONITE MARKER POSTS PER FORT COLLINS SPECIFICATIONS. PROPOSED RIGHT OF WAY INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) ST5 PL A N & P R O F I L E ST O R M D R A I N B 2 - S , B 2 - S 1 & B 2 - E 20 ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 STORM DRAIN B2-S 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 NORTH STORM DRAIN B2-S1 PUBLICLY OWNED AND MAINTAINED PROFILE SCALE:PROFILE SCALE: KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. NORTH PROFILE SCALE: STORM DRAIN B2-E NORTH PUBLICLY OWNED AND MAINTAINED PUBLICLY OWNED AND MAINTAINED EL E C CT V OH U G G G G SS SS HYD S X W W SS W EV WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO 10' UTILITY EASEMENT BK 1658 PG 746 6' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EAS E M E N T MATCH EXISTING RIBBON CURB MATCH EXISTING RIBBON CURB HOAG COMMERCIAL RENTALS, LLC 1475 N. COLLEGE AVENUE FORT COLLINS, CO LO Y D S H O L D I N G S , L L C 15 0 5 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O LOT 2 LOT 3 CITY OF FORT COLLINS N MASO N S T R E E T HI B D O N C O U R T 71' ROW 42' FL-FL 10' UTILITY EASEMENT VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 8' OUTFALL CURB & GUTTER CONCRETE BUMP-OUT FUTURE 6' SIDEWALK FUTU R E 5 ' S I D E W A L K 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 -1.05% 2.40% -0.50% 75.0' VC HP ELEV = 4982.56 HP STA = 11+90.82 PVI STA = 11+76.22 PVI ELEV = 4982.84 BV C S : 1 1 + 3 8 . 7 2 BV C E : 4 9 8 1 . 9 4 EV C S : 1 2 + 1 3 . 7 2 EV C E : 4 9 8 2 . 4 4 A.D. = 3.45 K = 21.71 122.0' VC LP ELEV = 4979.86 LP STA = 10+01.75 PVI STA = 10+41.71 PVI ELEV = 4979.61 BC V S : 9 + 8 0 . 7 1 BV C E : 4 9 7 9 . 9 1 EC V S : 1 1 + 0 2 . 7 1 EV C E : 4 9 8 1 . 0 7 A.D. = 2.90 K = 42.07 PROPOSED GRADE @ ROAD CENTERLINE PROPOSED GRADE EXISTING GROUND EXISTING GROUND @ ROAD CENTERLINE 49 7 9 . 8 6 49 7 9 . 9 2 49 8 0 . 1 4 49 8 0 . 5 0 49 8 1 . 0 1 49 8 1 . 6 1 49 8 2 . 1 8 49 8 2 . 5 0 49 8 2 . 5 4 49 8 2 . 3 2 49 8 2 . 0 6 49 8 1 . 7 9 (F) -0.50% FU T U R E P V I S T A = 4 + 8 0 . 0 1 FU T U R E P V I E L E V = 4 9 8 2 . 4 2 PV I S T A = 9 + 8 0 . 0 2 PV I E L E V = 4 9 7 9 . 9 2 FUTURE GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 49 7 9 . 5 7 49 7 9 . 9 4 49 8 0 . 4 3 49 8 1 . 0 4 49 8 1 . 6 2 49 8 1 . 9 2 49 8 1 . 9 2 49 8 1 . 6 7 49 8 1 . 3 9 49 8 1 . 1 2 EXISTING GROUND @ LEFT FLOWLINE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE @ LEFT FLOWLINE 2.50% -1.10% 2.00% 1.50%1.21% PV I S T A = 1 0 + 3 6 . 0 4 PV I E L E V = 4 9 7 9 . 4 1 PV I S T A = 1 0 + 5 2 . 3 3 PV I E L E V = 4 9 7 9 . 6 0 PV I S T A = 1 0 + 7 7 . 3 3 PV I E L E V = 4 9 7 9 . 9 8 PV I S T A = 1 1 + 0 2 . 3 3 PV I E L E V = 4 9 8 0 . 4 8 75.0' VC HP ELEV = 4981.95 HP STA = 11+87.41 PVI STA = 11+72.81 PVI ELEV = 4982.24 BV C S : 1 1 + 3 5 . 3 1 BV C E : 4 9 8 1 . 3 0 EV C S : 1 2 + 1 0 . 3 1 EV C E : 4 9 8 1 . 8 3 A.D. = 3.60 K = 20.82 (F) 1.22% -0.50% (F) -0.50% PV I S T A = 4 + 8 0 . 0 2 PV I E L E V = 4 9 8 1 . 8 3 PV I S T A = 9 + 8 0 . 7 1 PV I E L E V = 4 9 7 9 . 3 2 PV I S T A = 1 0 + 1 4 . 8 5 PV I E L E V = 4 9 7 9 . 1 5 (F) -0.50% FU T U R E P V I S T A = 4 + 8 0 . 0 2 FU T U R E P V I E L E V = 4 9 8 1 . 8 3 FU T U R E P V I S T A = 9 + 8 0 . 7 1 FU T U R E P V I E L E V = 4 9 7 9 . 3 2 FU T U R E P V I S T A = 1 0 + 1 4 . 8 5 FU T U R E P V I E L E V = 4 9 7 9 . 1 5 FUTURE GRADE @ LEFT FLOWLINE END PROPOSED CURB & GUTTER STA.=10+36.04 EL. = 4979.405END OF PROPOSED GROUND STA.=9+80.02 EL. = 4979.656 PROPOSED GROUND (STA:9+80.02 TO 10+36.04) FOR REFERENCE ONLY. SEE SHEET 23 FOR DETAILED INTERSECTION GRADING 30" HP STORM STA.=12+52.03 INV.=4974.79 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 49 7 9 . 5 6 49 7 9 . 9 3 49 8 0 . 4 2 49 8 0 . 9 8 49 8 1 . 5 4 49 8 1 . 8 8 49 8 1 . 9 6 49 8 1 . 7 8 49 8 1 . 5 3 49 8 1 . 2 8 EXISTING GROUND @ RIGHT FLOWLINE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE @ RIGHT FLOWLINE 2.00% 2.31% -1.01% 1.54%1.00% PV I S T A = 1 0 + 3 0 . 0 0 PV I E L E V = 4 9 7 9 . 3 6 PV I S T A = 1 0 + 5 3 . 0 9 PV I E L E V = 4 9 7 9 . 5 9 PV I S T A = 1 0 + 7 8 . 0 9 PV I E L E V = 4 9 7 9 . 9 8 PV I S T A = 1 1 + 0 3 . 0 9 PV I E L E V = 4 9 8 0 . 4 8 78.0' VC HP ELEV = 4981.97 HP STA = 11+94.82 PVI STA = 11+79.63 PVI ELEV = 4982.24 BV C S : 1 1 + 4 0 . 6 3 BV C E : 4 9 8 1 . 3 4 EV C S : 1 2 + 1 8 . 6 3 EV C E : 4 9 8 1 . 8 5 A.D. = 3.32 K = 23.51 -0.50% PV I S T A = 4 + 8 0 . 0 2 PV I E L E V = 4 9 8 1 . 8 3 PV I S T A = 9 + 8 0 . 7 1 PV I E L E V = 4 9 7 9 . 3 2 PV I S T A = 1 0 + 1 1 . 0 2 PV I E L E V = 4 9 7 9 . 1 7 PV I S T A = 1 0 + 3 0 . 0 0 PV I E L E V = 4 9 7 9 . 3 6 (F) -0.50% (F) -0.50% (F) 1.02% FU T U R E P V I S T A = 4 + 8 0 . 0 2 FU T U R E P V I E L E V = 4 9 8 1 . 8 3 FU T U R E P V I S T A = 9 + 8 0 . 7 1 FU T U R E P V I E L E V = 4 9 7 9 . 3 2 FU T U R E P V I S T A = 1 0 + 1 1 . 0 2 FU T U R E P V I E L E V = 4 9 7 9 . 1 7 PV I S T A = 1 0 + 3 0 . 0 0 PV I E L E V = 4 9 7 9 . 3 6 FUTURE GRADE @ RIGHT FLOWLINE PROPOSED GROUND (STA:9+80.19 TO 10+30.00) FOR REFERENCE ONLY. SEE SHEET 23 FOR DETAILED INTERSECTION GRADING END PROPOSED CURB & GUTTER STA.=10+30.00 EL. = 4979.360 END OF PROPOSED GROUND STA.=9+80.19 EL. = 4979.995 BEGIN CURB RETURN STA.=12+15.97 EL. = 4981.872 END CURB RETURN STA.=12+92.80 EL. = 4981.095 R1 PL A N & P R O F I L E N M A S O N S T R E E T 21 NORTH CENTERLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 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 LI N E MA T C H ST A 13 + 0 0 SE E S H T R2 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. LEFT FLOWLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) ST A MA T C H L I N E SE E S H E E T 13 + 0 0 R2 CT V CT V OH U OH U H2 O FES FES W W W W X X X X XX X ELE C X X X X X X X X X X X X X W W UD EV X X X X X 8" W X QR INC. 200 HICKORY STREET FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO 6' SIDE W A L K 9' UTI L I T Y A L I G N M E N T EXISTING 20' WATERLINE ALIGNMENT 71' ROW (BE SEPARATE DOCUMENT) 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) LOT LINE LOT 1 71' ROW 42' FL-FL FUTURE 42' FL-FL STANDARD DRIVEWAY APPROACH (LCUASS DTL 707.1) 22' EOA-EOA INTERIM MASON STREET CONNECTION SEE SHEET 23 1' CONCRETE RIBBON CURB STORM DRAIN A SEE SHEET 16 STORM DRAIN B SEE SHEET 19 DRIVE-OVER CURB & GUTTER 26' ACCESS EASEMENT 24' EXISTING EOC-EOC FUTURE 5' SIDEWALK FUTU R E 5 ' S I D E W A L K 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 49 8 1 . 2 7 49 8 1 . 0 0 49 8 0 . 9 2 49 8 1 . 2 0 49 8 1 . 3 0 49 8 1 . 1 0 49 8 0 . 6 1 49 7 9 . 9 9 49 7 9 . 4 4 1.20% -1.05% -2.50% -2.25% -1.75% PV I S T A = 1 5 + 4 7 . 8 4 PV I E L E V = 4 9 8 0 . 0 4 PV I S T A = 1 5 + 7 2 . 8 4 PV I E L E V = 4 9 7 9 . 4 7 PV I S T A = 1 5 + 8 1 . 7 2 PV I E L E V = 4 9 7 9 . 3 2 78.0' VC HP ELEV = 4981.30 HP STA = 14+70.84 PVI STA = 14+84.58 PVI ELEV = 4981.62 BV C S : 1 4 + 4 5 . 5 8 BV C E : 4 9 8 1 . 1 5 EV C S : 1 5 + 2 3 . 5 8 EV C E : 4 9 8 0 . 6 4 A.D. = 3.70 K = 21.10 85.0' VC LP ELEV = 4980.77 LP STA = 13+91.53 PVI STA = 13+94.22 PVI ELEV = 4980.54 BC V S : 1 3 + 5 1 . 7 2 BV C E : 4 9 8 0 . 9 8 EC V S : 1 4 + 3 6 . 7 2 EV C E : 4 9 8 1 . 0 4 A.D. = 2.25 K = 37.75 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE @ ROAD CENTERLINE PV I S T A = 2 0 + 1 9 . 7 4 PV I E L E V = 4 9 7 4 . 7 3 PV I S T A = 2 0 + 2 3 . 7 4 PV I E L E V = 4 9 7 4 . 6 5 FUTURE 75.0' VC PVI STA = 19+30.45 PVI ELEV = 4976.78 BV C S : 1 8 + 9 2 . 9 5 BV C E : 4 9 7 7 . 0 1 EV C S : 1 9 + 6 7 . 9 5 EV C E : 4 9 7 5 . 9 2 A.D. = 1.69 K = 44.27 FUTURE 100.0' VC PVI STA = 15+97.84 PVI ELEV = 4978.79 BC V S : 1 5 + 4 7 . 8 4 BV C E : 4 9 8 0 . 0 4 EC V S : 1 6 + 4 7 . 8 4 EV C E : 4 9 7 8 . 4 8 A.D. = 1.90 K = 52.70 FUTURE GROUND @ ROAD CENTERLINE EXISTING GROUND @ ROAD CENTERLINE 24" HP STORM STA.=16+95.82 INV.=4973.36 END FULL ROAD SECTION BEGIN INTERIM ROAD STA.=15+81.72 EL. = 4979.318 END OF PROPOSED GROUND STA.=17+00.19 EL. = 4978.007 PROPOSED GROUND (STA:15+81.72 TO 17+00.19) FOR REFERENCE ONLY. SEE SHEET 23 FOR DETAILED INTERIM ROAD CONNECTION GRADING. (F) -2.30% (F) -2.00% (F) -0.60% 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 49 8 0 . 7 7 49 8 0 . 5 2 49 8 0 . 3 2 49 8 0 . 1 9 49 8 0 . 2 9 49 8 0 . 4 5 49 8 0 . 6 9 49 8 0 . 6 8 49 8 0 . 3 8 49 7 9 . 8 0 49 7 9 . 2 0 EXISTING GROUND @ RIGHT FLOWLINE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE @ RIGHT FLOWLINE -1.01%1.15%0.61%-0.54%-2.50% -2.25% -1.75% PV I S T A = 1 3 + 6 2 . 3 5 PV I E L E V = 4 9 8 0 . 3 9 PV I S T A = 1 4 + 0 1 . 3 0 PV I E L E V = 4 9 8 0 . 1 8 PV I S T A = 1 4 + 0 6 . 3 0 PV I E L E V = 4 9 8 0 . 1 8 PV I S T A = 1 4 + 5 0 . 8 5 PV I E L E V = 4 9 8 0 . 4 5 PV I S T A = 1 5 + 6 4 . 4 4 PV I E L E V = 4 9 7 9 . 4 4 PV I S T A = 1 5 + 8 9 . 4 4 PV I E L E V = 4 9 7 8 . 8 8 PV I S T A = 1 5 + 9 8 . 3 1 PV I E L E V = 4 9 7 8 . 7 2 78.0' VC HP ELEV = 4980.72 HP STA = 14+86.60 PVI STA = 15+01.04 PVI ELEV = 4981.03 BV C S : 1 4 + 6 2 . 0 4 BV C E : 4 9 8 0 . 5 8 EV C S : 1 5 + 4 0 . 0 4 EV C E : 4 9 8 0 . 0 5 A.D. = 3.65 K = 21.37 24" HP STORM STA.=16+93.59 INV.=4973.41 -1.58% -0.65% PV I S T A = 2 0 + 2 3 . 6 0 PV I E L E V = 4 9 7 4 . 7 0 75.0' VC PVI STA = 19+31.75 PVI ELEV = 4976.15 BV C S : 1 8 + 9 4 . 2 5 BV C E : 4 9 7 6 . 3 9 EV C S : 1 9 + 6 9 . 2 5 EV C E : 4 9 7 5 . 5 6 A.D. = 0.93 K = 80.94 (F) -1.58% (F) -0.65% FU T U R E P V I S T A = 2 0 + 2 3 . 6 0 FU T U R E P V I E L E V = 4 9 7 4 . 7 0 FUTURE 75.0' VC PVI STA = 19+31.75 PVI ELEV = 4976.15 BV C S : 1 8 + 9 4 . 2 5 BV C E : 4 9 7 6 . 3 9 EV C S : 1 9 + 6 9 . 2 5 EV C E : 4 9 7 5 . 5 6 A.D. = 0.93 K = 80.94 FUTURE 100.0' VC PVI STA = 16+13.12 PVI ELEV = 4978.23 BC V S : 1 5 + 6 3 . 1 2 BV C E : 4 9 7 9 . 4 8 EC V S : 1 6 + 6 3 . 1 2 EV C E : 4 9 7 7 . 9 0 A.D. = 1.85 K = 54.08 FUTURE GRADE @ RIGHT FLOWLINE END PROPOSED CURB & GUTTER STA.=15+98.31 EL. = 4978.724 PROPOSED GROUND (STA:15+98.31 TO 17+15.96) FOR REFERENCE ONLY. SEE SHEET 23 FOR DETAILED INTERIM ROAD CONNECTION GRADING. END OF PROPOSED GROUND STA.=17+15.96 EL. = 4977.891 INLET B2-S3 INV. OUT= 4975.18 (NE) 30" HP STORM STA.=15+36.94 INV.=4974.94 4970 4975 4980 4985 4990 4995 4970 4975 4980 4985 4990 4995 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 49 8 0 . 5 7 49 8 0 . 3 4 49 8 0 . 1 9 49 8 0 . 3 0 49 8 0 . 4 8 49 8 0 . 6 9 49 8 0 . 6 1 49 8 0 . 2 1 49 7 9 . 6 0 49 7 9 . 0 2 EXISTING GROUND @ LEFT FLOWLINE PROPOSED GRADE EXISTING GROUND PROPOSED GRADE @ LEFT FLOWLINE -1.10%1.25%0.66%-0.59% -2.50% -2.25% -1.75% PV I S T A = 1 3 + 4 1 . 0 8 PV I E L E V = 4 9 8 0 . 3 9 PV I S T A = 1 4 + 2 2 . 5 8 PV I E L E V = 4 9 8 0 . 4 5 PV I S T A = 1 3 + 7 6 . 7 5 PV I E L E V = 4 9 8 0 . 1 8 PV I S T A = 1 3 + 8 1 . 7 5 PV I E L E V = 4 9 8 0 . 1 8 PV I S T A = 1 5 + 3 1 . 2 4 PV I E L E V = 4 9 7 9 . 4 4 PV I S T A = 1 5 + 5 6 . 2 4 PV I E L E V = 4 9 7 8 . 8 8 PV I S T A = 1 5 + 6 5 . 1 1 PV I E L E V = 4 9 7 8 . 7 2 77.0' VC HP ELEV = 4980.70 HP STA = 14+55.30 PVI STA = 14+68.14 PVI ELEV = 4981.02 BV C S : 1 4 + 2 9 . 6 4 BV C E : 4 9 8 0 . 5 4 EV C S : 1 5 + 0 6 . 6 4 EV C E : 4 9 8 0 . 0 6 A.D. = 3.75 K = 20.53 24" HP STORM STA.=16+97.46 INV.=4973.31 -1.68% -0.56% PV I S T A = 2 0 + 2 3 . 7 4 PV I E L E V = 4 9 7 4 . 6 0 75.0' VC PVI STA = 19+26.31 PVI ELEV = 4976.24 BV C S : 1 8 + 8 8 . 8 1 BV C E : 4 9 7 6 . 4 5 EV C S : 1 9 + 6 3 . 8 1 EV C E : 4 9 7 5 . 6 1 A.D. = 1.12 K = 66.92 (F) -1.68% (F) -0.56% FU T U R E P V I S T A = 2 0 + 2 3 . 7 4 FU T U R E P V I E L E V = 4 9 7 4 . 6 0 FUTURE 75.0' VC PVI STA = 19+26.31 PVI ELEV = 4976.24 BV C S : 1 8 + 8 8 . 8 1 BV C E : 4 9 7 6 . 4 5 EV C S : 1 9 + 6 3 . 8 1 EV C E : 4 9 7 5 . 6 1 A.D. = 1.12 K = 66.92 FUTURE 100.0' VC PVI STA = 15+82.36 PVI ELEV = 4978.16 BC V S : 1 5 + 3 2 . 3 6 BV C E : 4 9 7 9 . 4 1 EC V S : 1 6 + 3 2 . 3 6 EV C E : 4 9 7 7 . 8 8 A.D. = 1.94 K = 51.54 FUTURE GRADE @ LEFT FLOWLINE END PROPOSED CURB & GUTTER STA.=15+65.11 EL. = 4978.724 PROPOSED GROUND (STA:15+65.11 TO 16+78.77) FOR REFERENCE ONLY. SEE SHEET 23 FOR DETAILED INTERIM ROAD CONNECTION GRADING. END OF PROPOSED GROUND STA.=16+78.77 EL. = 4977.866 ILNET B4-1 INV. OUT=4975.84 (SW) INLET B2-S2 INV. OUT= 4975.18 (SW) 15" HP STORM STA.=15+14.81 INV.=4975.51 R2 PL A N & P R O F I L E N M A S O N S T R E E T 22 NORTH CENTERLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 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 LI N E MA T C H ST A 13 + 0 0 SE E S H T R1 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. RIGHT FLOWLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE N MASON STREET SCALE : 1" = 40' (H) 1" = 5' (V) ST A MA T C H L I N E SE E S H E E T 13 + 0 0 R1 H2 O W W W W W 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 X X X X W W W W W W W X X QR INC. 200 HICKORY STREET FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO 77.8 7 78 . 0 3 78 . 4 0 77.8 3 78.7 7 79.28 78.12 77.95 79.10 2.2 % 2. 3 % 2.4 % 2.4 % 0. 7 % 0. 7 % 1.9% 1.7% 78 . 6 4 78.0 8 78.36 2. 3 % 2. 3 % 78 . 9 7 78.4 1 78.69 2. 3 % 2. 3 % 1.8% 1.8% 1' RIBBON CURB 1' RIBBON CURB 22' EOA TO EOA 78.72 2.2 % 1.4% 1.3% 1. 3 % 1. 3 % 1.0% 0.3% 1.0% 1.0% 78 . 1 6 77.8 6 EDGE OF ASPHALT FUTURE CENTERLINE 42' FL TO FL 71' ROW ROW (BY SEPARATE DOCUMENT) 71' ROW (BY SEPARATE DOCUMENT) END OF ROAD MARKERS SEE SHEET 26 N:137439.91 E:194456.52 FUTURE CENTERLINE EXISTING 22' EOA-EOA EXISTING 1' RIBBON CURB EXISTING 1' RIBBON CURB 0.6% 0.0% (7 8 . 0 4 ) 78.1 0 15' GRAVEL ACCESS ROAD 0.1% 0.1% 1.7% HYD HIBDON COURT 79.36 79.2 0 79.4 1 79.8 0 79.7 4 79.7 6 78.8 7 78.9 3 79.33 79. 4 3 79.2 6 79.1 9 79.33 79.30 79.26 79.2 3 79.55 79.72 79.6 5 79.6 5 80.1 8 80. 0 6 80. 0 0 79.9 7 79.9 0 79.60 79.4 5 79.5 4 79.8 6 2.3% 2.2%2.2% 0. 5 % 0. 4 % 0. 2 % 2.3% 0.5% 0.5 % 5. 0 % 4.1% 4. 8 % 2.0% 2. 0 % N M A S O N S T R E E T 79.4 2 1. 0 % 1. 2 % 1. 0 % 2. 0 % 1.5% 3. 0 % 1. 6 % 79.2 6 1.2% 1.5% 1.5% 1.3% 1. 1 % 1.8% 2.1% 2.1 % R3 IN T E R S E C T I O N D E T A I L S 23 NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. 002 INTERIM N MASON STREET CONNECTION 001 N MASON STREET & HIBDON COURT NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED SPOT ELEVATION PROPOSED SLOPES 2.0% (47.45 ) EXISTING SPOT ELEVATION 33.43 EL E C CT V OH U G G G G SS SS HYD S X W W SS SS W LO D LO D LO D LO D LOD LOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LODLOD EV WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO 6' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EAS E M E N T HOAG COMMERCIAL RENTALS, LLC 1475 N. COLLEGE AVENUE FORT COLLINS, CO LO Y D S H O L D I N G S , L L C 15 0 5 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O LOT 2 LOT 3 CITY OF FORT COLLINS HI B D O N C O U R T 71' ROW 42' FL-FL VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 8' OUTFALL CURB & GUTTER CONCRETE BUMP-OUT 5+ 0 0 5+ 5 0 6+ 0 0 6+ 5 0 7+ 0 0 7+ 5 0 8+ 0 0 8+ 5 0 9+ 0 0 9+ 5 0 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12 + 0 0 12 + 5 0 13 + 0 0 13 + 5 0 14 + 0 0 THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO N MASO N S T R E E T FUTURE 6' SIDEWALK FUTU R E 5 ' S I D E W A L K LIMITS OF DISTURBANCE CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 5+50 4974 4976 4980 4984 4988 4992 4996 4974 4976 4980 4984 4988 4992 4996 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 6+00 4974 4976 4980 4984 4988 4992 4996 4974 4976 4980 4984 4988 4992 4996 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 6+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 7+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 7+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 8+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 8+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 9+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 9+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 5+00 4974 4976 4980 4984 4988 4992 4996 4974 4976 4980 4984 4988 4992 4996 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.08% WIDTH 19.0' HI PT. 4980.14 EOP 4979.74 SLOPE -2.15% WIDTH 19.0' HI PT. 4980.14 EOP 4979.73 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 11+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.19% WIDTH 19.0' HI PT. 4981.01 EOP 4980.59 SLOPE -2.21% WIDTH 19.0' HI PT. 4981.01 EOP 4980.59 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 11+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.29% WIDTH 19.0' HI PT. 4982.18 EOP 4981.74 SLOPE -2.25% WIDTH 19.0' HI PT. 4982.18 EOP 4981.75 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.29% WIDTH 19.0' HI PT. 4982.54 EOP 4982.11 SLOPE -2.25% WIDTH 19.0' HI PT. 4982.54 EOP 4982.11 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.25% WIDTH 19.0' HI PT. 4982.06 EOP 4981.63 SLOPE -2.25% WIDTH 19.0' HI PT. 4982.06 EOP 4981.63 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 49 8 1 . 7 49 8 2 . 3 2 49 8 0 . 8 49 8 2 . 0 7 49 8 0 . 0 49 8 1 . 8 2 49 8 0 . 3 49 8 1 . 5 7 49 8 1 . 0 49 8 1 . 3 2 49 8 1 . 0 49 8 1 . 0 7 49 8 0 . 3 49 8 0 . 8 2 49 8 0 . 3 49 8 0 . 5 7 49 8 0 . 2 49 8 0 . 3 2 49 8 0 . 1 49 8 0 . 0 7 49 7 9 . 9 49 7 9 . 8 6 49 7 9 . 7 49 8 0 . 1 4 49 7 9 . 7 49 8 1 . 0 1 49 7 9 . 5 49 8 2 . 1 8 49 7 9 . 3 49 8 2 . 5 4 49 7 9 . 2 49 8 2 . 0 6 FUTURE GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE (F) (F) -2.2%(F) -2.3% PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE -4.3% (F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2% (F) -2.2%(F) -2.2% (F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2% (F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%-2.5%-1.8% -3.7% -2.3%-2.1%-2.9% CONCRETE BUMP-OUT R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . 2.0% 25.0% 2.0% 25.0% FUTURE GRADE (F)EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE2.0% 25.0% EXISTING GROUND PROPOSED GRADE2.0% 25.0% EXISTING GROUND PROPOSED GRADE2.0% 25.0% (F) 2.0% (F) 25.0% FUTURE GRADE (F) (F) 2.0% (F) 25.0% FUTURE GRADE (F) (F) 2.0% (F) 25.0% FUTURE GRADE (F) (F) 2.0% (F) 25.0% EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING GROUND FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) FUTURE GRADE (F) (F) 2.0% (F) 25.0% FUTURE GRADE (F) -2.0% -2.0% -2.0%-2.0%-2.0% -2.1% R4 CR O S S S E C T I O N S N M A S O N S T R E E T 24 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 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 LI N E MA T C H ST A 13 + 0 0 SE E S H T R5 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. CT V CT V CT V OH U OH U OH U H2 O FES FES W W W W X X X X X W W W LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LODLOD LO D LO D LO D LO D LOD LOD LOD LO D LOD LOD LOD LODLO D LOD UD EV QR INC. 200 HICKORY STREET FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO EXISTING 20' WATERLINE ALIGNMENT 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) LOT 1 71' ROW 42' FL-FL STORM DRAIN A SEE SHEET 16 STORM DRAIN B SEE SHEET 19 13 + 0 0 13 + 5 0 14 + 0 0 14 + 5 5 15 + 0 0 15 + 5 0 16 + 0 0 16 + 5 0 17 + 0 0 17 + 5 0 18 + 0 0 18 + 5 0 19 + 0 0 19 + 5 0 20 + 0 0 N MASON ST R E E T 71' ROW (BE SEPARATE DOCUMENT) FUTURE 42' FL-FL FUTU R E 6 ' S I D E W A L K 71' ROW FUTURE 42' FL-FL FUTURE 5' SIDEWALK 6' SID E W A L K 9' UTI L I T Y A L I G N M E N T FUTU R E 6 ' S I D E W A L K LIMITS OF DISTURBANCE CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 13+00 4966 4968 4972 4976 4980 4984 4988 4966 4968 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80 SLOPE -2.25% WIDTH 19.0' HI PT. 4981.53 EOP 4981.10 SLOPE -2.25% WIDTH 19.0' HI PT. 4981.53 EOP 4981.10 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 13+50 4966 4968 4972 4976 4980 4984 4988 4966 4968 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80 SLOPE -2.25% WIDTH 19.0' HI PT. 4981.00 EOP 4980.58 SLOPE -2.25% WIDTH 19.0' HI PT. 4981.00 EOP 4980.58 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 14+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.10% WIDTH 19.0' HI PT. 4980.78 EOP 4980.38 SLOPE -2.10% WIDTH 19.0' HI PT. 4980.78 EOP 4980.39 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 14+55 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.44% WIDTH 19.8' HI PT. 4981.24 EOP 4980.76 SLOPE -2.22% WIDTH 19.0' HI PT. 4981.24 EOP 4980.82 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 15+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.25% WIDTH 19.0' HI PT. 4981.10 EOP 4980.67 SLOPE -2.23% WIDTH 19.0' HI PT. 4981.10 EOP 4980.68 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 15+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 SLOPE -2.25% WIDTH 19.0' HI PT. 4979.99 EOP 4979.56 SLOPE -2.25% WIDTH 19.0' HI PT. 4979.99 EOP 4979.56 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 17+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 18+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 18+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+50 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 20+00 4966 4968 4972 4976 4980 4984 4988 4966 4968 4972 4976 4980 4984 4988 0 20 40 60 800-20-40-60-80 CE N T E R LI N E Horizontal Scale 1" = 40' Vertical Scale 1" = 10' 17+00 4970 4972 4976 4980 4984 4988 4992 4970 4972 4976 4980 4984 4988 4992 0 20 40 60 800-20-40-60-80 49 7 9 . 5 49 8 1 . 5 3 49 7 9 . 3 49 8 1 . 0 0 49 7 8 . 6 49 8 0 . 7 8 49 7 8 . 5 49 8 1 . 2 4 49 7 9 . 1 49 8 1 . 1 0 49 7 9 . 1 49 7 9 . 9 9 49 7 9 . 1 49 7 8 . 8 9 49 7 8 . 2 49 7 8 . 3 3 49 7 8 . 0 49 7 8 . 1 7 49 7 7 . 9 49 7 7 . 8 7 49 7 7 . 8 49 7 7 . 5 7 49 7 7 . 5 49 7 7 . 2 7 49 7 7 . 0 49 7 6 . 9 6 49 7 6 . 8 49 7 6 . 3 0 49 7 6 . 7 49 7 5 . 1 8 -3.4% R. O . W . R. O . W . PROPOSED GRADE EXISTING GROUND PROPOSED GRADE -3.9% R. O . W . R. O . W . -3.7% R. O . W . R. O . W . -7.4%-20 . 9 % -5.7% R. O . W . R. O . W . R. O . W . R. O . W . -6.2% -21 . 5 % R. O . W . R. O . W . -14. 5 % PROPOSED GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE (F) PROPOSED GRADE (F) -2.2%(F) -2.2% -0.1% R. O . W . R. O . W . (F) -2.2%(F) -2.3% R. O . W . R. O . W . FUTURE GRADE (F) PROPOSED GRADE (F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2%(F) -2.2% (F) -2.2%(F) -2.3%(F) -2.2%(F) -2.3% (F) -2.2%(F) -2.2% R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . R. O . W . EXISTING GROUND 2.0% -25 . 1 % PROPOSED GRADE EXISTING GROUND 2.0% 25.0% PROPOSED GRADE EXISTING GROUND 2.0% 25.0% PROPOSED GRADE EXISTING GROUND 2.0% 25.0% PROPOSED GRADE EXISTING GROUND PROPOSED GRADE FUTURE GRADE (F) EXISTING GROUND 2.0% 25.0% PROPOSED GRADE EXISTING GROUND FUTURE GRADE (F) FUTURE GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND (F) 30.0% (F) 2.0% FUTURE GRADE (F) (F) 25.0% (F) 2.0% FUTURE GRADE (F) (F) 25.0% (F) 2.0% FUTURE GRADE (F) (F) 25.0% (F) 2.0% FUTURE GRADE (F) (F) 30.0% (F) 2.0% FUTURE GRADE (F) EXISTING GROUND FUTURE GRADE (F) EXISTING GROUND FUTURE GRADE (F) EXISTING GROUND FUTURE GRADE (F) EXISTING GROUND FUTURE GRADE (F) EXISTING GROUND FUTURE GRADE (F) EXISTING GROUND -2.0% -2.0%-2.0% -2.0% -2.0% R5 CR O S S S E C T I O N S N M A S O N S T R E E T 25 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 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 LI N E MA T C H ST A 13 + 0 0 SE E S H T R4 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. 6' S I D E W A L K 9' U T I L I T Y E A S E M E N T 11' TRAVEL LANE 7' BIKE LANE 11' TRAVEL LANE 7' BIKE LANE LOT 3 STA.=10+30.00 OFFSET=0' (BEGIN)7 STA.=15+81.71 OFFSET=9' (END)7 STA.=15+57.25 OFFSET=19' (END)1 ℄ STA.=15+81.71 OFFSET=2' (END)1 M CA B L E X X X X X X X X XXX SS ℄ STA.=10+30.00 OFFSET=11' (BEGIN)6 STA.=14+31.70 OFFSET=11' (BEGIN)1 (END)13 ℄ STA.=10+30.00 OFFSET=11' (BEGIN)13 STA.=14+31.71 OFFSET=11' (BEGIN)1 (END)13 9' UTILITY EA S E M E N T 11' T R A V E L L A N E 11' T R A V E L L A N E 6' SIDEWAL K 9' UTILITY E A S E M E N T 1 71' ROW 71' ROW 42'' FL-FL 42'' FL-FL 2 L L N MA S O N S T R E E T HI B D O N C O U R T LOT 2 LOT 1 QR INC. 200 HICKORY STREET FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO TRACT A 4 4 3 7 2 STA.=10+80.00 OFFSET=11' (BEGIN)13 (END)6 150' REDIRECT TAPER @ 15:1 5 3 3 3 3 3 3 26' ACCESS EASEMENT TYPE 3 BARRICADE SG1 SI G N A G E & S T R I P I N G P L A N N M A S O N S T R E E T I N T E R I M 26 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 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 120 / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY SIGNAGE NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'6" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER THE CITY OF FORT COLLINS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRIPING LEGEND: 6" SOLID WHITE LINE WITH 45 DEGREE 13 HASHED (BIKE AND BUFFER) SIGNAGE LEGEND: ENDS R3-17A 12" 30" 18" 0M4-2 18" 1 OM4-2 REFLECTOR 15 MINUTE PARKING4 R3-17 24" 24" BIKE LANE BIKE LANE ENDS2 FIRE LANE - NO PARKING3 ADVISORY SPEED SIGN 25 R2-1 M.P.H. 5 D3 STREET NAME SIGN IN BOTH DIRECTIONS & R1-1 STOP SIGN (30"x30") STREET STOP R1-1 D3 6 30" 24" 4" BROKEN WHITE12 10'30'10'30'10' (DIAGONAL HASHED LINES ARE REQUIRED TO BE PREFORMED THERMOPLASTIC) (HASHES SPACED 40-FT APART) R3-17 24" 24" BIKE LANE BIKE LANE7 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 6' S I D E W A L K 9' U T I L I T Y E A S E M E N T 11' TRAVEL LANE 7' BIKE LANE 11' TRAVEL LANE 7' BIKE LANE LOT 3 STA.=10+30.00 OFFSET=0' (BEGIN)7 FE S F E S SS SS ℄ STA.=10+30.00 OFFSET=11' (BEGIN)6 STA.=10+80.00 OFFSET=11' (BEGIN)13 (END)6 ℄ STA.=10+30.00 OFFSET=11' (BEGIN)13 ℄ STA.=14+31.71 OFFSET=11' (BEGIN)13 9' UTILITY EA S E M E N T ULT I M A T E 1 1 ' T R A V E L L A N E 6' SIDEWALK 9' UTILITY E A S E M E N T 71' ROW 71' ROW 42'' FL-FL 42' FL-FL L L ULTIMATE 6' SIDEWALK ULT I M A T E 5 ' S I D E W A L K ULT I M A T E 7 ' B I K E L A N E LOT 2 LOT 1 GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO N MA S O N S T R E E T HI B D O N C O U R T ULT I M A T E 1 1 ' T R A V E L L A N E ULT I M A T E 7 ' B I K E L A N E TRACT A 4 7 5 3 3 4 3 3 3 3 6 6 3 STA.=14+31.71 OFFSET=14' (BEGIN)13 X X X X SSSSSSSSSSSSSSSSSSSSSSSSSSSS 8" W X X X SS SS SS QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO H2 O S W W W W W STA.=19+49.74 OFFSET=11' (BEGIN)6 (END)13 STA.=19+99.74 OFFSET=11' (END)13 STA.=19+99.74 OFFSET=0' (END)7 ULT I M A T E 5 ' S I D E W A L K ULTIMATE 11' TRAVEL LANE ULTIMATE 7' BIKE LANE ULTIMATE 6' SIDEWALK ULTIMATE 11' TRAVEL LANE ULTIMATE 7' BIKE LANE ULTIMATE 6' SIDEWALK HI C K O R Y S T R E E T 6 5 7 L STA.=19+99.74 OFFSET=11' (END)6 SG2 SI G N A G E & S T R I P I N G P L A N N M A S O N S T R E E T U L T I M A T E 27 ( IN FEET ) 1 inch = ft. Feet03030 30 60 120 / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY SIGNAGE NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'6" WHITE DASHED LINE O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER THE CITY OF FORT COLLINS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE TOWN OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRIPING LEGEND: 6" SOLID WHITE LINE WITH 45 DEGREE 13 HASHED (BIKE AND BUFFER) SIGNAGE LEGEND: ENDS R3-17A 12" 30" 18" 0M4-2 18" 1 OM4-2 REFLECTOR 15 MINUTE PARKING4 R3-17 24" 24" BIKE LANE BIKE LANE ENDS2 FIRE LANE - NO PARKING3 ADVISORY SPEED SIGN 25 R2-1 M.P.H. 5 D3 STREET NAME SIGN IN BOTH DIRECTIONS & R1-1 STOP SIGN (30"x30") STREET STOP R1-1 D3 6 30" 24" 4" BROKEN WHITE12 10'30'10'30'10' (DIAGONAL HASHED LINES ARE REQUIRED TO BE PREFORMED THERMOPLASTIC) (HASHES SPACED 40-FT APART) R3-17 24" 24" BIKE LANE BIKE LANE7 KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E NORTH 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 MATCHLINE - SEE BOTTOM LEFT MATCHLINE - SEE TOP RIGHT D1 DE T A I L S SA N I T A R Y S E W E R 28 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 I N . M I N . SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 60 IN.18 IN. TO 30 IN. 72 IN.OVER 30 INCHES MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 F T . M I N . D E P T H CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 I N . M I N . 48 I N . M A X . VA R I A B L E 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN.o 45 MAX.o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 D2 DE T A I L S WA T E R 29 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E FL O W METER GENERAL NOTES: 1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN. 2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX. 3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET. 4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. 5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE. 6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. 7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15) 6 INCH LAYER OF PEA GRAVEL (3/8") UNDER METER BOX LOCK TYPE INLET VALVE PLASTIC INNER LID CAST IRON RECESSED LID WITH WORM LOCK CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) CURB BOX CAST IRON FROST PROOF METER BOX COVER C.L. OF METER CONNECTION INSTALL LID 1/2" ABOVE FINAL LANDSCAPED GRADE 10" 48" 64" NO FITTINGS FOR 2' MIN 15" RECOMMENDED 14" MIN. ALLOWED 18" MAX. ALLOWED PIPE INLETS NEED TO BE EXPOSED TO ALLOW GEOTHERMAL HEATING OF BOX 4" X 6" SUPPORT BRICK APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS 4/20/2022 SAA W-15 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 STREET ST R E E T 6 PLAN VIEW 48" DIA. FLOW 24" D I A . GENERAL NOTES: 1.LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2.SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. 3.REFER TO QUICK REFERENCE FOR STANDARD SETTING FOR 1 1/2 ' AND 2' WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING CURB BOX PRECAST CONCRETE MANHOLE MANHOLE RUNGS 12" O.C. AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 8" x 8" CONCRETE BLOCK (TYP.) METER (PLACED BELOW LID) 1" DIA. IRON PIPE BRACE (TYP) 6" 8" LAYER OF 3/4" TO 1 1/2" GRAVEL 8" 12" (MIN.) CURB BOX 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR 48" 24" 54 " ( M I N . ) 66 " ( M A X . ) 16 " ( M A X . ) 7" ( M I N . ) 3" (MAX.) 1" (MAX.) 2' (MAX.) 3/4" ROCK FOR GRADEADJUSTMENT (IF REQ'D) 12" (MIN.) (M A X . ) CURB STOP GENERAL NOTES: 1.SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS OR APPROVED EQUAL. 2.METER PITS AND VAULTS SHALL NOT BE INSTALLED IN ANY STREET, ALLEY, PARKING AREA OR DRIVEWAY. ANY PIT OR VAULT INSTALLED IN A SIDEWALK DUE TO LIMITED OPTIONS MUST BE PRE-APPROVED IN THE DEVELOPMENT REVIEW PROCESS AND WILL REQUIRE A TRAFFIC RATED METER PIT AND LID. 3.NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT AND NO TREES WITHIN 6 FEET. 4.THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSIBLE FOR METER READING AND MAINTENANCE. 5.SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 6.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. 7.ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER PIT WALL ON OUTLET SIDE. 8.GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. 9.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUTOFF VALVE. 10.A SEPARATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 11.CONCRETE FOOTERS AND RATED RING/COVER REQUIRED IN TRAFFIC RATED AREAS. 12.REFER TO QUICK REFERENCE FOR INSTALLATION OF THE STANDARD SETTING FOR 1 1/2 " AND 2" WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING OR APPROVED EQUAL PRECAST CONCRETE MANHOLE APPROVED JOINT SEALANT (TYP. ALL JOINTS) 1/2" EMT OR PVC CONDUIT THROUGH VAULT OR PIT TOP INTO YOKEBOX MANHOLE RUNGS 12" O.C. COMPRESSION CONNECTION (TYP.)METER SETTER 1" DIA. IRON PIPE BRACE (TYP.) PRE-CAST CONCRETE GRADE RINGS (IF REQUIRED) ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) FINISHED GRADE 2% SLOPE TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MORTAR OR MASTIC 4" X 6" SUPPORT BRICK BY-PASS VALVE SHALL BE ON THE UPSTREAM SIDE IN BETWEEN SETTER D3 DE T A I L S WA T E R 30 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E JOINT RESTRAINT NOTES: 1)JOINT RESTRAINT LENGTHS CALCULATED USING EBAA IRON. PIPE MATERIAL = PVC SOIL TYPE = ML SAFETY FACTOR = 1 TO 1.5 TRENCH TYPE = 5 TEST PRESSURE = 200 PSI 2)JOINT RESTRAINT DEVICES AND INSTALLATIONS SHALL BE PER THE FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. Horizontal Fittings Fitting Discription Bend Angle (Degrees)Nominal Size (in)Branch Size (in)Restraint Length 90 Degree Horizontal Bend 90 8 24 ft. 45 Degree Horizontal Bend 45 8 11 ft. 22.5 Degree Horizontal Bend 23.5 8 5 ft. 11.25 Degree Horizontal Bend 11.25 8 3 ft. 8"x8" Tee 8 8 80 ft. Valve (Dead End)8 80 ft. 8"x6" Tee (FH Assembly)8 6 All Joints* Vertical Offset (Lowerings) Fitting Discription Bend Angle (Degrees)Nominal Size (in) Branch Size (in) Lower Side Depth (ft.) Res. length Upper Bend Res. Length Lower Bend Lowering 1 - Waterline A (Crossing Sta 10+23.7)45 8 8 7 33 ft.8 ft. Lowering 2 - Waterline A (Crossing Sta 15+48.2)45 8 8 7 33 ft.8 ft. Notes: * All joints from distribution main to fire hydrant must have approved joint restraint devices. APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) 5/20/2022 SAA W-16B APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A D4 DE T A I L S DR A I N A G E 31 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E EXPANSION MATERIAL 58" GALV.STEEL PLATE EDGE OF STREET 12" R 12" R 2' OPENING 3'-3"3'-3" 6" ( T Y P . ) BACK OF CURB SLOPE PLATE TO MATCH SIDEWALK BACK OF CURB EDGE OF STREET 58" GALV. STEEL PLATE 21 2 1 3"x2"x38" GALV. ANGLE SEE DETAIL 1 #4@12" O.C. #4@12" O.C. #4@12" O.C. 3"x2"x38" GALV. ANGLE 58" GALV. STEEL PLATE #3 REBAR ANCHOR 18 O.C. 38" BRASS SCREW 18 O.C. WITH COUNTERSUNK HEAD FLUSH WITH PLATE 6" VARIES 2' 3' SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C SLOPE VARIES 0.5% SLOPE (MIN.) 3" (TYP.) 3' (TYP.) SIDEWALK (TYP.) EXTEND WALK 6" ON BOTH SIDES OF WALK VA R I E S VA R I E S SL O P E CC BB A A 2' DEPRESSED GUTTER VA R I E S 8'-6" EXPANSION MATERIAL 38" BRASS SCREW 18" O.C.WITH COUNTERSINK HEAD FLUSH WITH PLATE 2' 2" MIN. VARIES VARIES 2' 6" 6" (4' WIDTH) (4' WIDTH) (4' WIDTH) AA B B A A D5 DE T A I L S DR A I N A G E 32 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E CAD FILE NAME: I: \ S t m W t r \ C r i t e r i a M a n u a l \ D 4 6 . d w g 4/ 7 / 1 1 DRAWN BY:T. COX D46.dwg 8/15/05DATE DRAWN: CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 6" Wo (T Y P . ) (M A X . ) PLAN 3" CL R . 1 GENERAL NOTES SECTION D-D WQ D D A A OPP. CLR. ABBREVIATIONS @ # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND WQINV. ELEV. 6" Ls Ws DETAIL LAST DATE REVISED:4/7/11 3'-6"Ls1' 6" Ws 6" 6" VA R I E S VA R I E S 6" Ws / 2 Ws / 2 2' - 6 " Wo Wo 4" 1' 6" D 6" 4974.75 4977.00 4976.00 4978.4 1 4 4 1 1 1/8-INCH 3 1 7" 4/ 7 / 1 1 I: \ S t m W t r \ C r i t e r i a M a n u a l \ D 4 3 . d w g DATE DRAWN:3/3/05 D43.dwg T. COXDRAWN BY: CAD FILE NAME: DETAIL SEE CDOT M-604-10 INLET DETAIL FOR TYPICAL REINFORCEMENT LOCATION AND SIZE 4'3' 6" SECTION A-A RECESS FOR GRATING 6" SEE CDOT M-604-10 INLET DETAIL FOR CLOSE MESH INLET GRATE SPECIFICATIONS AND INSTALLATION H' (SEE PLANS) 6" 8" 5.5' 6"6" SEE STORM PLAN AND PROFILES FOR STORM INVERTS, SIZE, ALIGNMENT 5.5' 3' 6"6" D6 DE T A I L S DR A I N A G E 33 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E INLET SCHEDULE500 INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type Inlet A1 CDOT Type C Per Detail Inlet A2 Modified CDOT Type C Per Detail Inlet B2-S2 Single Combo Inlet Per Detail Inlet B2-S3 Single Combo Inlet Per Detail Inlet B4-1 CDOT 5' Type R Per Detail MODIFIED TYPE C INLET600 D7 DE T A I L S DR A I N A G E 34 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E REV F7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 9-30-99DATE CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6"3 (MIN.) - 6 (MAX.)1-3/8"0.032"0.516"1.98 SQ. IN. DIMENSIONS FOR SLOTTED HDPE PIPE606 600 DRAIN BASIN & INLINE DRAIN NON-TRAFFIC INSTALL 601 TRUGRID GRAVEL - POND GRAVEL GEO-GRID ACCESS ROAD UNDERDRAIN CLEANOUT DETAIL605 FINISHED GRADE NYLOPLAST CLEANOUT END CAP SEE PLAN AND PROFILE FOR DESIGN ELEVATION HDPE PIPE (TYP) GASKETED CONNECTION UNDERDRAIN TRENCH DETAIL607 TOP SOIL 2" MIN. 4" MIN. GEOTEXTILE FABRIC INSTALLED ALONG PERIMETER OF CROSS SECTION 'RESERVOIR AGGREGATE' AGGREGATE GRADATION #57 OR #67 2' TRENCH WIDTH FINISHED GRADE 6" PERFORATED PIPE 2" MIN. MONITORING WELL604 WELL DETAIL WELL CONSTRUCTION Borehole Diameter (in) Sand Pack DEPTH/HEIGHT FROM GROUND SURFACE DEPTH (FT) Cap Type Well Protector Type Annular Sealant Type Seal Material Type Sand Pack Type Riser Pipe Length (ft) and Type Riser Pipe Diameter (in) Screen Length (ft) and Type Screen Slot Size Top of Well Protector Top of Riser Pipe Ground Surface J-PLUG METAL STICK UP BENTONITE CHIPS BENTONITE CHIPS SILICA 10/20 5' PVC 40 2" 10' PVC 40 0.010" Bottom of Screen Bottom of Borehole Top of Seal Total Seal Interval Top of Sand Top of Screen DEPTH (FEET) COORDINATE ELEVATIONS WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 4' 0' 0' 3' 3' 5' 12' 10' 15' 15' 8" 3.5' Sand Pack Total Screen Interval D8 DE T A I L S SI T E 35 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E Flare 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 7. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (max )  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb (TYP.)SIDEWALK SI D E W A L K 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) Cu r b Fl a r e Varies Cu r b Fl a r e Ra m p Cu r b Curb Fl a r e Ra m p Varies Pa n e l s Pa n e l s 6" Ra m p Wi d t h : 4. 5 ' 5. 0 ' 6. 0 ' 7. 0 ' 8. 0 ' No t e : Tr u n c a t e d d o m e p a n e l s a r e av a i l a b l e i n 2 ' x 2 ' s q u a r e s an d 2 ' x 2 . 5 ' r e c t a n g l e s . Co m b i n e t h e w i d t h s t o f i t th e r a m p . P a n e l s m a y b e cu t t o n o l e s s t h a n a 2 ' x 1 . 5 ' si z e . Pa n e l W i d t h Co m b i n a t i o n s : 2' + 2 . 5 ' 2. 5 ' + 2 . 5 ' 2' + 2 ' + 2 ' 2. 5 ' + 2 ' + 2 . 5 ' 2' + 2 ' + 2 ' + 2 ' No t e s : 1 . T r u n c a t e d d o m e w a r n i n g p a n e l : In s t a l l p a n e l s a l o n g w i t h t h e co n c r e t e p o u r f o r t h e r a m p . Sp e c i f i c a t i o n s f o r t h e p a n e l a n d in s t a l l a t i o n i n s t r u c t i o n s w i l l b e pr o v i d e d u p o n r e q u e s t . 2 . T h i s d r a w i n g s h o w s v e r t i c a l c u r b . Fo r D r i v e O v e r C u r b t h e w a r n i n g de t e c t i o n l o c a t i o n s h a l l b e p l a c e d i n th e s a m e p o s i t i o n 6 " b a c k f r o m t h e ba c k o f c u r b . 3 . I f c u r b a n d g u t t e r a r e p o u r e d mo n o l i t h i c w i t h r a m p , p l a c e d o m e ed g e a t b a c k o f c u r b a s s h o w n . I f no t p o u r e d m o n o l i t h i c , p l a c e d o m e ed g e 6 " f r o m b a c k o f c u r b . Ca s e 1 - D i r e c t i o n a l R a m p s Ca s e 2 - N o n - D i r e c t i o n a l R a m p s Varies Pa n e l s Ra m p Pa n e l s Fl a r e Cu r b Ca s e 3 - M i d - B l o c k R a m p s 6" Pa n e l s Pa n e l s Fl a r e 6" Fl a r e Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gu t t e r or Ap r o n ℄Ce n t e r l i n e o f r a m p BO C - B a c k o f C u r b FO C - F a c e o f C u r b -F l o w l i n e Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BO C BO C 1: 1 2 m a x s l o p e 1: 2 0 sl o p e Pa n e l s e m b e d d e d i n t h e co n c r e t e r a m p s Se c t i o n A - A ( C e n t e r l i n e o f r a m p ) NT S Flow line Curb and Gutter BOC See Note 3 702 OUTFALL CURB AND GUTTER DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft Lip FLBack of curb Right of W a y L i n e NOTE: 1. Concrete driveway must be provided to the property line. 2. 0" Curb Height, See Section A-A 3. Standard Curb and Gutter Section, See Standard Drawing 701 X W X 1: 5 0 ( m a x . ) P r o p e r t y L i n e N.T.S. SECTION A-A 1" per ft. X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial A A PERSPECTIVE 1:50 (max.) x=2' (min.)Driveway Width x=2' (min.) W = Width Refer to Chapter 25 for minimum removal dimensions. Expansion Joint if drive continues as concrete 6" Walk Y 2" ROW Y DetachedSidewalk Ramp if necessary Ramp if necessary Varies 1/4" per ft. 1:12 (max.) 1/ 4 " p e r f t . Varies **Varies ** Ramp LengthRamp Length Detached Detached 1" p e r f t . 1: 1 2 ( m a x . ) See note 3 See Note 2 See Note 2 See Note 3 ** Ramp length not to exceed 15'-0", slope must be uniform. 12" min - 2" max 1:12 (max.)1:12 (max.) T T 701 12" RIBBON CURB XXX X X X X X SS SS SS SS SS SS SS 8" W X SSSS FES M CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. CONTROL IRR VAULT CABLE CABLE CABLE C X X X X X X XXX X X X X X X X X X X X X X X MW FE S FE S XXXXXXXXXXXXX X X X X X X X X X X X X D ELEC X X X X XX X X X X SS SS SSS LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LODLOD LO D LOD LO D LO D LO D LO D LOD LOD LODLODLODLOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF N M A S O N S T R E E T HIBDON COURT UNION PACIFIC RAILROAD NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO EXISTING DITCH 10,000 SQ. FT STABILIZED STAGING AREA HICKORY STREET N M A S O N S T R E E T SF SF SF SF SF SF SFSFSF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF EC1 ER O S I O N C O N T R O L P L A N IN I T I A L 36 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 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK SCOUR STOP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 21, 2024 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND BASIN TYPES. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD TURF REINFORCEMENT (TMAX) UPLAND SEED MIX DETENTION BASIN SEED MIX EXISTING/PROPOSED NATURAL HABITAT BUFFER ZONE SEED MIX LEGEND: 1.SEE LANDSCAPE PLANS FOR SEED MIXES, INSTALLATION, INSPECTION, AND WARRANTY INFORMATION. 2.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. 3.SEE IRRIGATION PLAN FOR DETAILED IRRIGATION LAYOUT. PROVIDE TEMPORARY IRRIGATION FOR THE ESTABLISHMENT PERIOD OF SEED MIXES. SEED AND MULCH IRRIGATED TURF ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: MASON STREET INFRASTRUCTURE CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap KEYMAP CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 11.35 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.09 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.26 ACRES TOTAL STORAGE/STAGING AREA 0.2 (EST.)ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 0% EST. PERCENT VEGETATIVE COVER ~90%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 8 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (-)3418 CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET EROSION CONTROL NOTE 1.ALL MUD AND DEBRIS MUST BE KEPT OUT OF ADJACENT ROADWAYS OR CLEANED UP IMMEDIATELY. 2.SEE EXISTING CONDITIONS AND DEMOLITION SHEET (SHEET 4) FOR DETAILED SITE DEMOLITION. INLET PROTECTION REQUIRED FOR DOWNSTREAM INLETS. (NOT SHOWN - INTERSECTION OF HICKORY AND N COLLEGE AVE.) FES M CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. CONTROL IRR X X X X X X X X X X X X X X X X X X X X MW FE S FE S XXXXXXXXXXXXX X X X X X X X X X X D ELEC X X X X XX X X X X SS SS SSS LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LODLOD LO D LOD LO D LO D LO D LO D LOD LOD LODLODLODLOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D XXX X X X X X SS SS SS SS SS SS SS 8" W X SSSS UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD EV NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO N M A S O N S T R E E T HIBDON COURT UNION PACIFIC RAILROAD HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 LOT 3 EXISTING STORM DRAIN EXISTING STORM INLET LOT LINE CURB CUT AND SIDEWALK CHASE 2' CONCRETE PAN EXISTING 24" STORM CULVERT 71' ROW 71' ROW 42'' FL-FL 42'' FL-FL SWALE PROPOSED NATURAL HABITAT BUFFER ZONE 10,000 SQ. FT STABILIZED STAGING AREA STORM DRAIN A SEE SHEET 16 STORM DRAIN B SEE SHEET 19 STORM DRAIN C SEE SHEET 18 4222 SQ. FT. of TMAX 1030 SQ. FT. of TMAX UNDERDRAIN EMERGENCY SPILLWAY 10 : 1 5: 1 5: 1 5: 1 4:1 5: 1 6:1 9:1 4:1 4:1 4:1 3:1 8:1 10 : 1 5: 1 10:1 5:1 12:1 13:1 9:1 1. 7 % 1. 2 % 0.7 % 1.0% 1.0% 1.0% 0.9 % 1.6 % 3. 1 % 3.1% 3.2% 5. 4 % 2.4% 2.1% 3.5% 2.4 % 0.3% 0. 1 % 9.4% 2.1 % 2. 0 % 2. 0 % 0.6 % HICKORY STREET 71' ROW BY SEPARATE DOCUMENT N M A S O N S T R E E T SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF EC2 ER O S I O N C O N T R O L P L A N IN T E R I M 37 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E 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 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK SCOUR STOP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 21, 2024 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND BASIN TYPES. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD TURF REINFORCEMENT (TMAX) UPLAND SEED MIX DETENTION BASIN SEED MIX EXISTING/PROPOSED NATURAL HABITAT BUFFER ZONE SEED MIX LEGEND: 1.SEE LANDSCAPE PLANS FOR SEED MIXES, INSTALLATION, INSPECTION, AND WARRANTY INFORMATION. 2.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. 3.SEE IRRIGATION PLAN FOR DETAILED IRRIGATION LAYOUT. PROVIDE TEMPORARY IRRIGATION FOR THE ESTABLISHMENT PERIOD OF SEED MIXES. SEED AND MULCH IRRIGATED TURF ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: MASON STREET INFRASTRUCTURE CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 11.35 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.09 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.26 ACRES TOTAL STORAGE/STAGING AREA 0.2 (EST.)ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 0% EST. PERCENT VEGETATIVE COVER ~90%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 8 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (-)3418 CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET CONTRACTOR TO PROVIDE PERIMETER CONTROLS FOR STOCKPILE AND WIND EROSION PROTECTION UNTIL SEEDING AND MULCHING OF AREA EROSION CONTROL NOTE ALL MUD AND DEBRIS MUST BE KEPT OUT OF ADJACENT ROADWAYS OR CLEANED UP IMMEDIATELY. INLET PROTECTION REQUIRED FOR DOWNSTREAM INLETS. (NOT SHOWN - INTERSECTION OF HICKORY AND N COLLEGE AVE.) XXX X X X X X SS SS SS SS SS SS SS 8" W X SSSS S ELEC FES M VAULT ELEC VAULT ELEC VAULT ELEC TRAFFIC VAULT CONTROL IRR CONTROL IRR CONTROL IRR VAULT F.O. CONTROL IRR VAULT CABLE VAULT ELEC VAULT ELEC VAULT ELEC CABLE CABLE CSW HYD VAULT ELEC CELEC ELEC ELEC CTV CTV CTV OH U OH U OH U OH U E E E E E E E E E OHU E E X X X X X X CT V CT V CT V CT V CTV CT V CTV CTV CTV OHU OHU X X X X X X X X X X X X X X CTV CTV CTV CT V CTV CTV CT V CTV CTV G G G G G G G G CTV CTV G G G W SS SS SS SS SS SS SS SS SS SS SS SS MW H2O H2O AR V H2O H2O HYD S FE S FE S W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXX OHU OHU OHU OHU OHU X X X X X X X X X X W W W W S S SS SS SS SS SS SS SS D ELEC X X X X XX X X X X W W W W W S SS SS SS W W S LO D LO D LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LODLOD LO D LOD LO D LO D LO D LO D LOD LOD LODLODLODLOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD EV NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO N M A S O N S T R E E T HIBDON COURT UNION PACIFIC RAILROAD HICKORY REGIONAL DETENTION POND LOT 1 LOT 2 LOT 3 71' ROW 71' ROW 42'' FL-FL 42'' FL-FL 15' GRAVEL GEOGRID ACCESS ROAD EMERGENCY SPILLWAY 1.0% 1.1% 0.8% 1.0% 1.1% 1.1% 5. 4 % 1.0% 2.6% 2.1% 3.0% 3.3% 1. 1 % 1. 1 % 1. 1 % 10 : 1 8: 1 5: 1 5: 1 4:1 5: 1 6:1 9:1 5:1 6:1 5:1 9: 16: 1 5:1 12:1 13:1 9:1 1.6 % 7.6% 59:1 132:1 HICKORY STREET 71' ROW BY SEPARATE DOCUMENT N M A S O N S T R E E T EXISTING STORM DRAIN EXISTING STORM INLET LOT LINE CURB CUT AND SIDEWALK CHASE 2' CONCRETE PAN EXISTING 24" STORM CULVERT STORM DRAIN B SEE SHEET 19 SWALE PROPOSED NATURAL HABITAT BUFFER ZONE STORM DRAIN C SEE SHEET 18 4222 SQ. FT. of TMAX 1030 SQ. FT. of TMAX STORM DRAIN A SEE SHEET 16 EC3 ER O S I O N C O N T R O L P L A N FI N A L 38 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK SCOUR STOP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 21, 2024 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D5 FOR CLARIFICATION OF INLET AND BASIN TYPES. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD TURF REINFORCEMENT (TMAX) UPLAND SEED MIX DETENTION BASIN SEED MIX EXISTING/PROPOSED NATURAL HABITAT BUFFER ZONE SEED MIX LEGEND: 1.SEE LANDSCAPE PLANS FOR SEED MIXES, INSTALLATION, INSPECTION, AND WARRANTY INFORMATION. 2.THE LOCATION OF PLANTINGS WILL NEED TO WITH VERIFIED WITH ENVIRONMENTAL PLANNING AND STORMWATER DEPARTMENTS AT THE TIME OF PLANTING TO VERIFY CURRENT GRADING. 3.SEE IRRIGATION PLAN FOR DETAILED IRRIGATION LAYOUT. PROVIDE TEMPORARY IRRIGATION FOR THE ESTABLISHMENT PERIOD OF SEED MIXES. SEED AND MULCH IRRIGATED TURF ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: MASON STREET INFRASTRUCTURE CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 11.35 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.09 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.26 ACRES TOTAL STORAGE/STAGING AREA 0.2 (EST.)ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 0% EST. PERCENT VEGETATIVE COVER ~90%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 8 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (-)3418 CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET CONTRACTOR TO PROVIDE PERIMETER CONTROLS FOR STOCKPILE AND WIND EROSION PROTECTION UNTIL SEEDING AND MULCHING OF AREA EROSION CONTROL NOTE ALL MUD AND DEBRIS MUST BE KEPT OUT OF ADJACENT ROADWAYS OR CLEANED UP IMMEDIATELY. 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 EC4 ER O S I O N C O N T R O L D E T A I L S 39 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E VTC ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE SF CWA 005 CURB INLET PROTECTION IP POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF 006 SECTION G-G G PLAN G BOP BALE OUTLET PROTECTION 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRAN S I T I O N M A T S SOI L C O V E R A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. 2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. SS SEEDING TO OCCUR PRIOR TO INSTALLATION 007 SCOUR STOP DETAIL AND SCHEDULE Scourstop Summary FES ID W (FT)L (FT)Quantity of Mats Velocity (ft/s) FES C1 (18" HDPE)8 8 4 9.70 EC5 ER O S I O N C O N T R O L D E T A I L S 40 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A"WATTLE "B" 1'2' TYP. 1'1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x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rawing Not To Scale 1.Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2.Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up-slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3.Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4.The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5.Consecutive RECPs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 2"-5" (5-12.5cm) 3B 4 2 5 1 3A 12"(30cm) 6" (15cm) 6" (15cm) *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. 3"(7.5cm) 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com TMAX EROSION CONTROL BLANKET INSTALLATION DETAIL009 010 TMAX EROSION CONTROL BLANKET STAPLE PATTERN 10" (25cm) 10"(25cm) 20"(0.5m) 3.75 Staples per SQ.YD. E 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 3.3' (1m) 4' (1.2m) 2' (0.6m) S ELEC FES M VAULT ELEC VAULT CABLEVAULT ELEC VAULT ELEC VAULT ELEC CABLE CABLE VAULT ELEC CELEC ELEC ELEC CTV CTV CTV OH U OH U OH U OH U E E E E OHU E E X X X X X X CT V CT V CT V CT V CTV CT V CTV CTV CTV OHU OHU X X X X X X X X X X X X X X CTV CTV CTV CT V CTV CTV CT V CTV CTV G G G G G G G G CTV CTV G G SS SS SS SS SS SS SS SS SS SS SS SS H2O H2O ARV H2O H2O HYD S FE S FE S W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXX OHU OHU OHU OHU OHU X X X X X X X X X X W W W W S S SS SS SS SS SS SS SS D ELEC X X X X XX X X X X W W W W W SS SS SS W W S XXX X X X X X SS SS SS SS SS SS SS SS 8" W X SSSS UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD EV NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO RI C H E Y A D D I E 16 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O MA S O N S T R E E T N M A S O N S T R E E T HICKORY STREET HIBDON COURT UNION PACIFIC RAILROAD 80 . 1 8 80 . 7 7 b4 a1 b7 b5 a6 b3 a3 b6 a4 a2 a7 b2 2' CONCRETE PAN WATER QUALITY OUTLET STRUCTURE WITH RESTRICTOR PLATE SWALE 4' CURB CUT & SIDEWALK CHASE ROW AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT STORM DRAIN A SEE SHEET 16 STORM DRAIN B SEE SHEET 19 ONSITE 100-YR REQUIRED WSEL (4976.47) ONSITE 100-YR REQUIRED WSEL (4976.47) PROPOSED NATURAL HABITAT BUFFER ZONE STORM DRAIN C SEE SHEET 18 DRAINAGE EASEMENT 4222 SQ. FT. of TMAX 1030 SQ. FT. of TMAX HICKORY REGIONAL DETENTION POND (INTERIM) REQUIRED VOLUME= 2.06 AC.FT. REQUIRED WSEL = 4976.47 WATER QUALITY VOLUME = 9,346 CU.FT. WATER QUALITY WSEL = 4975.27 PROVIDED VOLUME = 9.99 AC.FT. LOT 1 LOT 2 LOT 3 6.98 ac. A1 0.40 ac. A4 1.32 ac. A2 0.32 ac. B3 0.35 ac. B4 0.06 ac. B6 0.23 ac. A7 0.18 ac. A6 1.39 ac. B1 0.64 ac. A5 0.41 ac. A3 0.09 ac. B7 0.13 ac. B5 0.86 ac. C1 0.08 ac. B2 EXISTING 20' WATERLINE ALIGNMENT 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 10' UTILITY EASEMENT BK 1658 PG 746 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 321 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT 10' UTILITY ALIGNMENT 10' UTILITY EASEMENT 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 30' STORMWATER EASEMENT 60' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 60' EMERGENCY SPILLWAY 78.4 080.00 80.00 78.40 S CO L L E G E A V E EXISTING 36" PIPE STORM DRAIN A SEE SHEET 16 DR1 DR A I N A G E E X H I B I T 41 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 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE FINAL DRAINAGE REPORT, DATED AUGUST 21, 2024 FOR ADDITIONAL INFORMATION. 2.THE VOLUME SHOWN FOR THE INTERIM HICKORY REGIONAL DETENTION POND DO NOT ACCOUNT FOR OFFSITE RUNOFF. THE CITY OF FORT COLLINS IS RESPONSIBLE FOR THE ANALYSIS OF OFFSITE BASINS AND THE ULTIMATE DESIGN OF THE HICKORY REGIONAL DETENTION POND. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION EMERGENCY OVERFLOW PATH PROPOSED NATURAL HABITAT BUFFER ZONE GRAVEL GEOGRID TURF REINFORCEMENT (TMAX) MA T C H L I N E - S E E B O T T O M L E F T MA T C H L I N E - S E E T O P R I G H T A A BB SWALE SECTIONS SWALE SUMMARY TABLE C2 C100 Q2 (cfs) Q100 (cfs) 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS S ELEC F ES M VAULT ELEC VAULT CABLEVAULT ELEC VAULT ELEC VAULT ELEC CABLE CABLE VAULT ELEC CELEC ELEC ELEC CTV CTV CTV OH U OH U OH U OH U E E E E OHU E E X X X X X X CT V CT V CT V CT V CTV CT V CTV CTV CTV OHU OHU X X X X X X X X X X X X X X CTV CTV CTV CT V CTV CTV CT V CTV CTV G G G G G G G G CTV CTV G G SS SS SS SS SS SS SS SS SS SS SS SS H2O H2O ARV H2O H2O HYD S FE S FE S W W W W W W W W W W W W W W W W W W W XXXXXXXXXXXXX OHU OHU OHU OHU OHU X X X X X X X X W W W W S S SS SS SS SS SS SS SS D W W W W W SS SS SS W W S XXX X X X X X SS SS SS SS SS SS SS SS 8" W X SSSS 8" W S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G I UDUDUDUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12" S S 12" S S 12" S S 12" S S 12" S S 12" SS 12" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SC E EEEEE E E TF SC EV W F NCFS LLC 300 HICKORY STREET FORT COLLINS, CO QR INC. 280 HICKORY STREET FORT COLLINS, CO QR INC. 200 HICKORY STREET FORT COLLINS, CO R AND S HOLDINGS 1235 N. COLLEGE AVENUE FORT COLLINS, CO HAINES BRANDON KUHRT 1295 N. COLLEGE AVENUE FORT COLLINS, CO GRATITUDE LLC 1303 N. COLLEGE AVENUE FORT COLLINS, CO HOYT JOHN R 1307 N. COLLEGE AVENUE FORT COLLINS, CO 1311 N. COLLEGE LLC HIBON CT. FORT COLLINS, CO 1311 N. COLLEGE LLC 1311 N. COLLEGE AVENUE FORT COLLINS, CO WANKIER LANCE 1401 N. COLLEGE AVENUE FORT COLLINS, CO WOOD RONALD G/ JENNIFER L/ WILLARD E 122 HIBDON COURT FORT COLLINS, CO THOMPSON PROPERTIES LLC 1319 N. COLLEGE AVENUE FORT COLLINS, CO D AND S MOTELS INC 1405 N. COLLEGE AVENUE FORT COLLINS, CO RI C H E Y A D D I E 16 0 1 N . C O L L E G E A V E N U E FO R T C O L L I N S , C O N M A S O N S T R E E T SSMH A2 EX SSMH A0 SSMH A3 SSMH A4 SSMH A5 SSMH A7 (5'Ø) N M A S O N S T R E E T HICKORY STREET EXISTING 20' WATERLINE ALIGNMENT 20' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING RIGHT OF WAY EASEMENT BK 929 PG 30 (WIDTH VARIES) 6' UTILITY EASEMENT BK 1658 PG 746 6' UTILITY EASEMENT PER PLAT OF BREW SUB. FIRST FILING 30' NON-EXCLUSIVE ROADWAY/ACCESS EASEMENT BK 2125 PG 1500 10' ROW PSC EASEMENT BK 1430 PG 930 EXISTING 10' UTILITY EASEMENT BK 1658 PG 746 45' ROW BK 1743 PG 632 10' UTILITY EASEMENT BK 1572 PG 322 53.5' PERPETUAL EASEMENT FOR ELECTRIC POWER TRANSMISSION LINE BK 923 PG 282 HIBDON COURT 10' UTILITY EASEMENT BK 1429 PG 750 20' IRRIGATION DITCH EASEMENT BK 1429 PG 750 30' EASEMENT FOR ROAD PURPOSES BK 1143 PG 187 (EXCEPTION PARCEL PIB FCIF25205400) 30' UPRR TRACK EASEMENT BK 2027 PG 988 REC. NO. 98091992 REC. NO. 20060019203 UNION PACIFIC RAILROAD EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING 12" SANITARY SEWER EXISTING STORM INLET EXISTING 36" WATER LINE FIRE HYDRANT EXISTING SANITARY SEWER EXISTING WATERLINE 71' ROW LOT LINE FUTURE 42' FL-FL HICKORY REGIONAL DETENTION POND CURB CUT AND SIDEWALK CHASE LOT 1 LOT 2 LOT 3 PROPOSED WATER CAP EXISTING 8" WATER 20' UTILITY EASEMENT PER VALLEY STEEL & WIRE SUBDIVISION PLAT EXISTING 6' UTILITY ALIGNMENT R.O.W AGREEMENT WITH UNION PACIFIC RAILROAD FOR THE PURPOSE OF IRRIGATION DITCH & IRRIGATION WATER UNSPECIFIED WIDTH BK 813 PG 27 TO BE VACATED PER LANGUAGE FOUND ON PAGE 28 OF SAID DOCUMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 71' ROW RELOCATED ELECTRIC LINE TIE INTO EXISTING ELECTRIC LINE 42'' FL-FL 42'' FL-FL 10' UTILITY EASEMENT 10' UTILITY ALIGNMENT 10' UTILITY ALIGNMENT STREET LIGHT & SINGLE PHASE TRANSFORMER SWITCH CABINET (TO BE COORDINATED WITH CITY OF FORT COLLINS LIGHT AND POWER) 2" METER PIT 60' DRAINAGE EASEMENT 12' GRAVEL ACCESS ROAD 3' POWER LINE EASEMENT TO CITY OF FORT COLLINS BK 1475 PG 941 SWITCH CABINET 3 PHASE ELECTRIC BOX 3/4" IRRIGATION METER PROPOSED NATURAL HABITAT BUFFER ZONE TRACT A 6" FIRE SERVICE SSMH A1 30' STORMWATER & UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 6" SANITARY SERVICE 10' UTILITY EASEMENT CONNECT TO EXISTING 8" WATER LINE ENCROACHMENT EASEMENT (BY SEPARATE DOCUMENT) 26' A C C E S S EAS E M E N T EXISTING CULVERT STUB A8 EXISTING AIR RELEASE VALVE DRAINAGE EASEMENT 15' GRAVEL GEOGRID ACCESS ROAD CONNECT TO EXISTING 8" WATER LINE SSMH A6 71' ROW (BY SEPARATE DOCUMENT) MONITORING WELL MONITORING WELL STREET LIGHT & SINGLE PHASE TRANSFORMER STREET LIGHT & SINGLE PHASE TRANSFORMER STREET LIGHT & SINGLE PHASE TRANSFORMER 20' DRAINAGE EASEMENT ULTIMATE HICKORY POND OUTFALL PIPE (CONCEPTUAL 60"X38" HERCP) ULTIMATE MASON STREET CONVEYANCE PIPE (CONCEPTUAL 91"X58" HERCP) 10' 9. 1 7 ' 8' 6' 5.32'10' 8.1 1 ' 9' 8' 11' 17' ULTIMATE MASON STREET CONVEYANCE PIPE (CONCEPTUAL 91"X58" HERCP) EXISTING 12" SANITARY SEWER 18.5' SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT 20' UTILITY EASEMENT PER MUSTANG SUBDIVISION 10' DRAINAGE EASEMENT BY SEPARATE DOCUMENT 10' UTILITY EASEMENT PER TRI-CO SUBDIVISION SANITARY SEWER AND DRAINAGE EASEMENT BY SEPARATE DOCUMENT ULT1 (C O N C E P T U A L ) UL T I M A T E U T I L I T Y P L A N 42 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 Sheet Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 42 MA S O N S T R E E T I N F R A S T R U C T U R E KEYMAP HIBDON CT. MAS O N S T . HICKORY ST. NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.UTILITIES SHOWN AND CALLED OUT AS 'ULTIMATE' ARE CONCEPTUAL IN NATURE AND ARE SUBJECT TO CHANGE WITH SUBSEQUENT PROJECT DEVELOPMENT PLAN APPLICATIONS. 3.REFER TO ODP AND MASTER DRAINAGE PLAN FOR ADDITIONAL INFORMATION. 4.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER CITY STANDARDS. 5.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV PROPOSED NATURAL HABITAT BUFFER ZONE FOR CONCEPTUAL REVIEW ONLY NOT FOR CONSTRUCTION