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HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSLAPORTE AVE N T A F T H I L L R D N S H I E L D S S T W VINE DR W MULBERRY ST COMMERCIAL LOCAL STREET (72' ROW) MAPLE STREET NOVEMBER 2023 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Blaine Mathisen, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 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 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: PROJECT LOCATION VICINITY MAP NORTH SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK 10-07 SOUTHEAST CORNER OF TAFT HILL RD. AND LAPORTE AVE. ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH. ELEVATION=5062.84 CITY OF FORT COLLINS BENCHMARK 31-97 SOUTHWEST CORNER OF LAPORTE AVE. AND SHIELDS ST. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION=5023.65 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 DATUM'S. 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 BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°14'44" EAST Northern Engineering Services, Inc NE Project No. 1067-001 Date: February 13, 2015 ORIGINAL FIELD SURVEY BY: Earth Engineering, Inc. "SUBSURFACE EXPLORATION REPORT PROPOSED SALUD FAMILY HEALTH OF FORT COLLINS" EEC Project No. 1162045 Date: June 9, 2016 PROJECT BENCHMARKS: SHEET INDEX 1 CS1 COVER SHEET 2 CS2 GENERAL AND CONSTRUCTION NOTES 3 CS3 EROSION CONTROL NOTES 4 EX1 EXISTING CONDITIONS 5-6 EX2-EX3 DEMOLITION PLAN PAVING & HORIZONTAL CONTROL SHEETS 7 PV1 PAVING PLAN 8-10 HC1-HC3 HORIZONTAL CONTROL PLAN UTILITY SHEETS 11 U1 UTILITY PLAN 12-13 SS1-SS2 SANITARY SEWER A PLAN & PROFILE 14 WT1 WATERLINE A PLAN & PROFILE 15 WT2 WATERLINE A & B PLAN & PROFILE 16 ST1 STORM DRAIN 1 & 2 PLAN & PROFILE 17 ST2 STORM DRAIN 2C-1 & 2D-1 PLAN & PROFILE 18 ST3 STORM DRAIN 3 PLAN & PROFILE GRADING SHEETS 19 OG1 OVERALL GRADING PLAN 20-22 G1-G3 GRADING PLAN STREET SHEETS 23-24 R1-R2 MAPLE STREET PLAN & PROFILE 25-26 R3-R4 SIGNAGE AND STRIPING PLAN 27 INT1 INTERSECTION DETAILS DETAIL SHEETS 28-29 D1-D2 UTILITY DETAILS 30-32 D3-D5 DRAINAGE DETAILS 33-34 D6-D7 SITE DETAILS 35 D8 BOX CULVERT DETAILS (FOR REFERENCE ONLY) DRAINAGE SHEETS 36-38 EC1-EC3 EROSION CONTROL PLAN 39-40 EC4-EC5 EROSION CONTROL DETAILS 41 DR1 DRAINAGE EXHIBIT 42 DR2 FLOODPLAIN EXHIBIT FINAL UTILITY PLANS FOR TRACTS OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO (1750, 1824, & 1830 WEST LAPORTE AVENUE) SALUD FAMILY HEALTH CENTER CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R John Santistevan Salud Family Health Centers 203 S. Rollie Avenue Fort Lupton, CO 80621 (303) 892-6401 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 (970) 224-5828■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ ARCHITECT TW Beck Architects 170 South St. Vrain Ave. PO Box 57 Estes Park, CO 80517 (970)586-3913 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ 1 0 6 7 - 0 0 1 _ C O V R . d w g L A Y O U T N A M E : C S 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ R i p l e y D e s i g n ] [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 TRAFFIC ENGINEER Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 LARIMER COUNTY CANAL NO. 2 IRRIGATING CO. CS1 CO V E R S H E E T 1 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 TYPICAL SECTIONS: 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 (970) 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 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ 1 0 6 7 - 0 0 1 _ C O V R . d w g L A Y O U T N A M E : C S 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ R i p l e y D e s i g n ] [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 CS2 AN D C O N S T R U C T I O N N O T E S GE N E R A L 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R A. 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 storm sewer 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.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 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 for Salud Family Health Center dated November 15, 2023 by Northern Engineering 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 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 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 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 Larimer County's 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 10-07 SOUTHEAST CORNER OF TAFT HILL RD. AND LAPORTE AVE. ON THE NORTHEAST WINGWALL OF THE BRIDGE OVER AN IRRIGATION DITCH. ELEVATION=5062.84 CITY OF FORT COLLINS BENCHMARK 31-97 SOUTHWEST CORNER OF LAPORTE AVE. AND SHIELDS ST. ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION=5023.65 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 DATUM'S. 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 BASIS OF BEARINGS IS THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°14'44" EAST 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 Larimer County 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.Approved Variances are listed as follows: 1) Eng - Reduced Utility Easement along Maple Street 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 thirty (30) 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/County 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. 15.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. 16.For additional information see separate Stormwater Management Plan / Erosion Control Report for The Salud Family Health Center. 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 stockpiles, staging areas, construction materials, concrete washouts areas, and/or building sites. 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. 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 and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the 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 for Salud Family Health Center dated November 15, 2023 by Northern Engineering 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. 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. Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ 1 0 6 7 - 0 0 1 _ C O V R . d w g L A Y O U T N A M E : C S 3 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ R i p l e y D e s i g n ] [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 CS3 ER O S I O N C O N T R O L N O T E S 3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. 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. E X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G G G G G E EG E E X X X X E G G G G G G G G G G W W W W W FO FO FO FO FO W W W W W W CTV G E E E E E E W W G G FO FO FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E FO FO FO T E OHE FO X X ELEC V.P. V.P. X X X X X GV X E X ELEC ELEC V.P. E E AC AC CONTROL IRR V.P. V.P. X X X X X X X X X X X X X X X X X X X X X X X X S S X X XXXXX OH E OH E 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 XX X X X X G OH E T T T T CTV CTVEE XXX 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S WV WV H2O H2O H2O WVWV WV VAULT ELEC T CS FO FOT T FOFO WV VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV WV M W W M W M H2O AC V.P. V.P. GAS V.P. V.P. MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T C C H2OW TELEC VAULT F.O. VAULT ELEC CS T GAS V.P. MH V.P. V.P. V.P. CELEC ELEC ELEC M C T T ELEC ELEC ELEC 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC E E E E E E E E E E E E E E E E E E E E WVAULTELECCC util M W WV WV HYD X X WV W C S W SSS W X W W CT V CT V CT V CT V CT V CT V G G G G G G G CT V G G E E X X X X X X X X GATE CC VAULT CABLE WVWV H YD GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO JACOB BROADCASTING OF COLORADO EXISTING ONE-STORY BUILDING EXISTING ONE-STORY BUILDING EXISTING FH EXISTING 20" CAST IRON WATER MAIN EXISTING GAS EXISTING FIBER OPTIC EXISTING FIBER OPTIC EXISTING ELECTRIC VAULT EXISTING LIGHTPOLE EXISTING MAILBOX EXISTING WATER SERVICE EXISTING ELECTRIC SERVICE EXISTING GAS SERVICE EXISTING FIBER OPTIC SERVICE EXISTING ONE-STORY STRUCTURE EXISTING GRAVEL DRIVE EXISTING CONCRETE WALK EXISTING STRUCTURES EXISTING FIBER OPTIC SERVICE EXISTING BRIDGE L A R I M E R C O U N T Y C A N A L # 2 EXISTING ELECTRIC UTILITIES DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC EXISTING FENCE EXISTING FENCE EXISTING CONCRETE LOADING DOCK EXISTING CONCRETE PAD EXISTING CONCRETE WALK EXISTING STRUCTURES EXISTING LIGHTPOLE DAVID & GRETCHEN OSBORN LAPORTE AVENUE 64 ' R O W 80 ' R O W EXISTING 100-YR FLOODPLAIN EXISTING FLOODWAY EXISTING ASPHALT NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 450' TEMPORARY LIMITS OF DEVELOPMENT FOR RED-TAILED HAWK NEST RED-TAILED HAWK NEST APPROXIMATE LOCATION 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) EXISTING BRIDGE POWER LINES EASEMENT (BOOK 1599 PAGE 612) EXISTING FLOODWAY EXISTING 100-YR FLOODPLAIN EXISTING 6" SANITARY SEWER SERVICE EXISTING TRANSFORMERS EXISTING SANITARY SEWER CANAL CROSSING 25' UTILTIY EASEMENT (REC. NO. 20120012756) TO BE VACATED EXISTING ELECTRIC EXISTING ELECTRIC EXISTING GASLINE EXISTING WATER SERVICES REMOVED AND ABANDONED WITH LAPORTE IMPROVEMENTS 80' ROW PER REC# 20230029846 FO R N E Y S T R E E T FO R N E Y S T R E E T GRAVEL ACCESS ROAD EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL 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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.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. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 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.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MONITORING WELL VAULT ELEC CONTROL IRR EXISTING LOT LINE EXISTING TREES EXISTING ELEC/TV E/TV CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ E x i s t \ 1 0 6 7 - 0 0 1 _ E C O N . d w g L A Y O U T N A M E : E X 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x F L D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 KEYMAP EX1 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.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES EX1 EX I S T I N G C O N D I T I O N S 4 EXISTING STRUCTURES EXISTING ASPHALT EXISTING CONCRETE /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// // /////////////////////////////////////////////////////// / // / / / / / / / / / / / / / / G G G G X X X E E E E E E E E E E X X X V.P. V.P. X X X E GV X X E E E G X E G X X X ELEC ELEC E E E E E E AC AC CONTROL IRR V.P. V.P. 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 X X XX X X X X X X X X X X G G T T T T T T T T XXX 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S T VAULT F.O. V.P. V.P. T 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S E E E E E E E E E E E E E E E E E X X X X X ///////////////////////////////////////////////////////////////////////////// / / / / / / / // / / / / / / / / / / / / / / ///////////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / ///////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////// / / / / / / / / / / / / / / / / / / / / / ///////////////////////////////////////////////////// ////////////////////////////////////// / / / / / / / / / / / / / / / / ////////////////////// /////////////////////////////// ////////// /////////////////////////////// / / / / / / / / / EXISTING CONCRETE TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING ONE-STORY BUILDING TO BE REMOVED REMOVE EXISTING FENCE EXISTING UTILITY POLE TO BE REMOVED REMOVE EXISTING FENCE EXISTING ASPHALT TO BE REMOVED EXISTING STORM CULVERT TO BE REMOVED EXISTING CONCRETE TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING FLOODWAY EXISTING 100-YR FLOODPLAIN EXISTING ELECTRIC TO REMAIN EXISTING GASLINE TO BE REMOVED EXISTING 6" SANITARY SEWER TO BE REMOVED AND PLUGGED AT SEWER MAIN EXISTING FLOODWAY EXISTING 100-YR FLOODPLAIN EXISTING ELECTRIC LINE TO BE REMOVED COORDINATE WITH THE FORT COLLINS LIGHT & POWER EXISTING GAS LINE TO BE REMOVED COORDINATE WITH UTILITY PROVIDER EXISTING ELECTRIC TO REMAIN EXISTING 6" SANITARY SEWER TO BE REMOVED AND PLUGGED AT SEWER MAIN //////////////// / / / / / / X X XXXXXXXXXX X OH E OH E OH E X X X X C C H2OW E E E WV W CS W S SS SS SS SS G G G W WWW W W W W EXISTING GRAVEL TO BE REMOVED LAPORTE AVENUE LLC // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////// / / / / / / / / / / / / / EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED AND REPLACED EXISTING STRUCTURE TO BE REMOVED EXISTING FENCE TO BE REMOVED TO PROPERTY LINE EXISTING UTILITY POLE TO REMAIN EXISTING STRUCTURE TO BE REMOVED MAPLE STREET Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ E x i s t \ 1 0 6 7 - 0 0 1 _ D E M O . d w g L A Y O U T N A M E : E X 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x P H A S _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T _ t x t ] [ 1 0 6 7 - 0 0 1 _ x A e r i a l ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x F L D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH MATCH LINE - SEE SHEET EX3 MA T C H L I N E - S E E T H I S S H E E T MA T C H L I N E - S E E T H I S S H E E T EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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.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. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 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.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. 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 STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP 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.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES EX2 DE M O L I T I O N P L A N 5 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 EX3 EX2 TOP EX2 BOTTOM / / / / / G E X X X X SS X X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E GG G E G G G G G G G G G G G E E E E E G G G E E E E W W X X X XX X X FO E E G G G G G G G G G G G G G G W W W W W W W W W W FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W WCT V CTV CTV SS CT V CTV G G G G E E E W W W W G G G G FO FO FO FO FO FO FO FO FO FO FO FO OHE OHE FO FO FO FO FO E E E GFO FO FO FO FO FO FO FO FO T T E E OHE OHE OHE FO X V.P. X X OH E OH E W CTV CTV CTV CTV E E E E E WV WV H2O H2O H2O WVWV WV VAULT ELEC T C S T FOFO VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV WV M W W M W M H2O AC V.P. V.P. MH ELECC ELEC M ELEC ELEC ELEC TELEC VAULT ELEC C S T MH CELEC ELEC ELEC M ELEC ELEC 6" S S 6" S S 6" S S 6" S S 6" S S VAULT ELEC CABLE VAULT ELEC E E E E E E WVAULT ELECCC util M W WV WV HY D X X X X ST CT V CT V CT V CT V CT V CT V CT V CT V CT V CT V E X X X X X X X GATE VAULT CABLE WVWV W W HY D DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT GABRIEL PROPERTIES, LLC /////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////// /////////////////////////////////////// EXISTING ASPHALT TO BE REMOVED EXISTING BUILDING TO BE REMOVED LAPORTE AVENUE EXISTING CONCRETE TO BE REMOVED EXISTING UTILITY POLE TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING FENCE TO BE REMOVED TO PROPERTY LINE EXISTING UTILITY POLES TO BE REMOVED EXISTING GRAVEL DRIVE TO BE REMOVED EXISTING GRAVEL TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FIBER OPTIC TO BE REMOVED EXISTING WATER SERVICE TO BE ABANDONED AT MAIN EXISTING WATER SERVICE TO REMAIN SANITARY SEWER TO BE ABANDONED EXISTING 6" SANITARY SEWER TO BE REMOVED AND PLUGGED AT SEWER MAIN EXISTING BUILDING TO REMAIN //////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING ELECTRIC TO REMAIN EXISTING GASLINE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING GAS LINE Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ E x i s t \ 1 0 6 7 - 0 0 1 _ D E M O . d w g L A Y O U T N A M E : E X 3 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x P H A S _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T _ t x t ] [ 1 0 6 7 - 0 0 1 _ x A e r i a l ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x F L D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTHMATCH LINE - SEE SHEET EX2 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) 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.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. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 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.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. 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 STRUCTURES (TO BE REMOVED) EXISTING CONCRETE / ASPHALT / GRAVEL (TO BE REMOVED) KEYMAP 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.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. 10.SEE TREE MITIGATION PLAN FOR MORE INFORMATION. 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. TREE PROTECTION NOTES NATURAL HABITAT BUFFER ZONES EX3 DE M O L I T I O N P L A N 6 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 EX3 EX2 TOP EX2 BOTTOM X X X X X X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X XXXX X X X X X X X X X X X XXX MMM MH C M C MH C M C CC util M X X X X X X X X X X X X CC VAULT CABLE TF UD LAPORTE AVENUE GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT LAPORTE AVENUE LLC LAPORTE AVENUE LLC DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) POWER LINES EASEMENT (BOOK 1599 PAGE 612) 30' SANITARY SEWER EASEMENT 20' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) CONCRETE BOX CULVERT 50' FL-FL 72' ROW PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP 10' UTILITY EASEMENT EXISTING TREE DRIP LINE TIE TO EXISTING GRAVEL ACCESS ROAD CONCRETE SPILLWAY 29.5' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT 2' CONCRETE PAN PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP PROPOSED ACCESS RAMP PROPOSED CONCRETE PAN PROPOSED TRASH ENCLOSURE 15' GRAVEL MAINTENANCE ACCESS ROAD 12' PED. ACCESS EASEMENT 87' LARIMER COUNTY CANAL #2 DITCH EASEMENT 20' UTILITY EASEMENT MA P L E S T R E E T L A R I M E R C O U N T Y C A N A L # 2 8' S I D E W A L K 5' S I D E W A L K 6' S I D E W A L K 4.5 ' S I D E W A L K 6' S I D E W A L K 7' S I D E W A L K 10 ' S I D E W A L K 7' SI D E W A L K 6' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S i t e \ 1 0 6 7 - 0 0 1 _ P A V E . d w g L A Y O U T N A M E : P V 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 4 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x P A V E _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 PV1 PA V I N G P L A N 7 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PV1 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.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. 5.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT CONCRETE PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: MAPLE STREET PAVING GRAVEL CONCRETE FLATWORK LIGHT DUTY PAVING HEAVY DUTY PAVING PV1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R X X X X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X X X X TF ERNEST M. & KRISTEN LOT 4 LOT 3 N:132662.98 E:185796.04 N:132447.13 E:185736.12 N:132418.10 E:185840.66 N:132513.33 E:185867.10 N:132861.35 E:185560.44 R25' N:132396.25 E:185838.76 N:132688.26 E:185662.42 N:132677.10 E:185766.16 N:132473.52 E:185900.24 N:132456.06 E:185648.67 4' CURB CUT N:132700.09 E:185683.35 N:132405.17 E:185746.14 N:132582.11 E:185708.20 N:132634.92 E:185719.99 N:132747.50 E:185696.62 4.5 ' S I D E W A L K 4.5 ' S I D E W A L K 8' SID E W A L K 7' S I D E W A L K 8' SID E W A L K 6' S I D E W A L K P2 P2 P2 P2 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 GRASS LINED SWALE PROPOSED BUILDING DETENTION POND 1 RAIN GARDEN 1 PROPOSED TRASH ENCLOSURE WALL SEE ARCHITECTURE CONCRETE SPILLWAY PROPOSED DRAINAGE EASEMENT D D D D D S S 6' S I D E W A L K PROPOSED CONCRETE WHEEL STOP (TYP. HC SPOTS) PROPOSED CONCRETE WHEEL STOP (TYP. HC SPOTS) 2 N:132346.26 E:185858.98 3 N:132479.98 E:185874.44 N:132427.80 E:185805.73 N:132370.61 E:185749.69 N:132411.11 E:185920.86 PROPOSED 4' GRAVEL MAINTENANCE ACCESS TRAIL N:132864.10 E:185715.72 N:132869.10 E:185676.60 17' (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 9' (TYP.) 19' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 24 ' F L - F L 24 ' F L - F L 9' (TYP.) 24' 23.6' 24' 24' 22' 4' CONCRETE RUNDOWN 30' SANITARY SEWER EASEMENT 24' EMERGENCY ACCESS EASEMENT 5' NO PARKING 29.5' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT 24 ' F L - F L 40. 4 ' R A M P 15' GRAVEL MAINTENANCE ACCESS ROAD 20' UTILITY EASEMENT LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) LARIMER COUNTY CAN A L # 2 CONCRETE SPILLWAY Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S i t e \ 1 0 6 7 - 0 0 1 _ H C . d w g L A Y O U T N A M E : H C 1 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x H C _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 MA T C H L I N E - S E E S H E E T HC 2 HC1 HC2 HC3 T S D B F 1 2 3 30" VERTICAL CURB & GUTTER 18" VERTICAL INFLOW CURB & GUTTER CURB TRANSITION 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3.SINGLE POINT CURB TRANSITIONS ARE 6'. 4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 18" VERTICAL OUTFALL CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMP CORNER FLARE ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER LEGEND: PROPOSED LOT LINE EXISTING ROW PROPOSED ROW X' PAN PX DRIVEWAY (TYPE I)D1 MATCH LINE - SEE SHEET HC3 HC1 HO R I Z O N T A L C O N T R O L P L A N 88 6' CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R ELEC X X X X X X XX X X X X X X X X TT X X X X X X N:132515.65 E:186273.43 N:132479.63 E:185988.51 N:132575.10 E:186015.01 N:132605.07 E:186004.65 LOT 4 R50' R25' N:132473.52 E:185900.24 SWALE FL N:132636.31 E:185941.99 R25' R25' N:132605.62 E:186065.11 N:132629.06 E:186080.12 N:132493.25 E:186135.56 4' CURB CUT & SIDEWALK CHASE N:132496.81 E:186092.36 5' S I D E W A L K 5' S I D E W A L K 6' S I D E W A L K 10 ' S I D E W A L K 6' SID E W A L K 5 ' S I D E W A L K 6' SID E W A L K 7' S I D E W A L K 6 ' S I D E W A L K 5' S I D E W A L K 8' S I D E W A L K 8' S I D E W A L K P6 P2 P2 P2 1 1 1 1 3 2 3 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 3 3 2 MA P L E S T R E E T 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) RAIN GARDEN 2 RAIN GARDEN 3 PROPOSED LANDSCAPE WALL SEE ARCHITECTURE PLANS FOR DETAIL 4' CURB CUT N:132724.30 E:186053.07 SIDEWALK TIE-IN TO EXISTING ROAD N:132403.49 E:186263.98 PROPOSED 20' UTILITY EASEMENT BIKE RACK PROPOSED INLET D S PROPOSED CONCRETE WHEEL STOP (TYP. HC SPOTS) 3 N:132663.75 E:185992.67 N:132677.25 E:186052.46 10' SI D E W A L K 10 ' S I D E W A L K N:132411.11 E:185920.86 N:132738.75 E:186001.04 4' CONCRETE RUNDOWN 4' CONCRETE RUNDOWN 5 0 ' F L - F L 7 2 ' R O W 17' (TYP.) 9' (TYP.) 38' (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 24' FL- F L 24' 22' 17' (TYP.) 24' 24' 24' 20' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 30' SANITARY SEWER EASEMENT 20' EMERGENCY ACCESS EASEMENT 8' 10' 10' 30' SANITARY SEWER EASEMENT 15' GRAVEL MAINTENANCE ACCESS ROAD BIKE RACK 12' NO PARKING Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S i t e \ 1 0 6 7 - 0 0 1 _ H C . d w g L A Y O U T N A M E : H C 2 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x H C _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 HC2 HO R I Z O N T A L C O N T R O L P L A N 9 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 MA T C H L I N E - S E E S H E E T HC 1 HC1 HC2 HC3 T S D B F 1 2 3 30" VERTICAL CURB & GUTTER 18" VERTICAL INFLOW CURB & GUTTER CURB TRANSITION 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3.SINGLE POINT CURB TRANSITIONS ARE 6'. 4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 18" VERTICAL OUTFALL CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMP CORNER FLARE ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER LEGEND: PROPOSED LOT LINE EXISTING ROW PROPOSED ROW X' PAN PX DRIVEWAY (TYPE I)D1 MATCH LINE - SEE SHEET HC3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R XX X X XX X X X X X X X X X XXXXXX WV WV H2O H2O H2O WVWV WV VAULT ELEC T C S FO FOT T FOFO WV ELEC ELEC ELEC ELEC C S S WV WV WV M W W M W M H2O MH ELECCTELEC VAULT ELEC C S T MH CELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC WVAULT ELECCC util M WV WV H YD X X X X ST WV WV H Y D LAPORTE AVENUE DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT GABRIEL PROPERTIES, LLC LOT 1 LOT 2 LOT 6 LOT 7 BASIS OF BEARINGS SOUTH LINE OF NW 1 4 SECTION 10 N:132243.05 E:185563.44 N:132051.96 E:186020.92 N:131980.17 E:186030.53 N:131981.31 E:185944.15 N:132002.30 E:185944.29 N:132003.40 E:185861.30 N:131953.40 E:185860.96 N:131954.53 E:185775.47 N:131831.50 E:185774.51 N:131807.37 E:185558.51 R25' R25' N:132320.69 E:185902.49 MA P L E S T R E E T 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 4.5 ' S I D E W A L K P6 1 1 1 1 3 3 2 2 2 L A R I M E R C O U N T Y C A N A L # 2 POWER LINES EASEMENT (BOOK 1599 PAGE 612) PROPOSED CONCRETE BOX CULVERT N:132346.26 E:185858.98 R25' 72' ROW 50' FL-FL 24 ' F L - F L LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 15' UTILITY EASEMENT 80' ROW PER REC# 20230029846 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S i t e \ 1 0 6 7 - 0 0 1 _ H C . d w g L A Y O U T N A M E : H C 3 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x H C _ l e g ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 HC3 HO R I Z O N T A L C O N T R O L P L A N 10 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 MATCH LINE - SEE SHEET HC2 HC1 HC2 HC3 T S D B F 1 2 3 30" VERTICAL CURB & GUTTER 18" VERTICAL INFLOW CURB & GUTTER CURB TRANSITION 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM BACK OF CURB. 3.SINGLE POINT CURB TRANSITIONS ARE 6'. 4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 18" VERTICAL OUTFALL CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMP CORNER FLARE ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER LEGEND: PROPOSED LOT LINE EXISTING ROW PROPOSED ROW X' PAN PX DRIVEWAY (TYPE I)D1 MATCH LINE - SEE SHEET HC1 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R E X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G E E E E X X X X X X FO G G G G G G G G G G G FO FO FO FO FO FO E E E E E FO FO FO FO OHE OHE OHE OHE OHE OHE FO FO FO FO FO E G E ELEC X X X X X X GV X X X X X X X X XXXXX OH E OH E OH E X X X X X X X X X X X X X X X X X X CTV CTVEE E XXX WV WV H2O FO FOT T FOFO WV ELEC ELEC ELEC ELEC H2O MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T H2OW TELEC MH CELEC ELEC ELEC M C T T ELEC ELEC ELEC X VAULT ELEC VAULT ELEC VAULT ELEC E E E E E E E E E E E E E E E E E E E E E E WVAULT ELECCC util M X X SS W W W W CT V CT V CT V CT V CT V CT V CTV CT V CTV G G G G G G G G G CT V CT V G G G E E X X X X X X X X X X GATE CC VAULT CABLE WVWV H YD PROPOSED BUILDING ONE STORY ALUM. SIDING BUILDING EEEEE 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 G G G G G G G G TF S E E E E E E G G G G G G E FDC EG E E E EM T S E W S W S W GMT F W UD E E E E E E E E E E E GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT LAPORTE AVENUE LLC LAPORTE AVENUE LLC DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN PROPOSED 4" SANITARY SERVICE SEE SHEET SS2 9' U T I L I T Y E A S E M E N T 9' UTILI T Y E A S E M E N T 72' ROW 50' - LAPORTE AVENUE MA P L E S T R E E T 9' U T I L I T Y E A S E M E N T 15' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 5' S I D E W A L K 5' S I D E W A L K SANITARY SERVICE TO BE ABANDONED 20' UTILITY EASEMENT LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 FUTURE MAPLE STREET DRAINAGE EASEMENT DRAINAGE EASEMENT TEMPORARY TURN-AROUND NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE N:132889.85 E:186561.01 N:132515.65 E:186273.43 N:132051.96 E:186020.92 N:131954.53 E:185775.47 N:132243.05 E:185563.44 20' UTILITY EASEMENT LOT 7 FES 1 SUMPED MANHOLE w/ 0.6-CFS PUMP SSMH A8 SSMH A6 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 4 SEE SHEET G1 STORM DRAIN 2D-1 SEE SHEET ST2 STORM DRAIN 3 SEE SHEET ST3 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) POWER LINES EASEMENT (BOOK 1599 PAGE 612) 30' SANITARY SEWER EASEMENT 20' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT SANITARY SEWER A SEE SHEET SS1 SSMH A5 SANITARY SEWER A SEE SHEET SS1 DETENTION POND 1 RAIN GARDEN 2RAIN GARDEN 1 RAIN GARDEN 3 PROPOSED POND DEPTH GAUGE 29.5' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT PROPOSED GASLINE 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT PROPOSED BOX CULVERT SSMH A7 PROPOSED ELECTRIC PROPOSED TRANSFORMER PROPOSED TRANSFORMER PROPOSED ELECTRIC CONDUIT STUB PROPOSED ELECTRIC CONDUIT STUB PROPOSED 2" WATER METER PIT N:132455.35 E:186010.44 FUTURE 50' FL-FL ROW (WIDTH VARIES) 20' UTILITY EASEMENT PER SEPARATE DOCUMENT EXISTING WATER METER PROPOSED CASING PIPE PROPOSED ±185-LF TYPE K 2" COOPER WATER SERVICE SEE SHEET WT1 LIGHT POLE N:132049.17 E:185730.79 LIGHT POLE N:131838.55 E:185768.21 LIGHT POLE N:132209.83 E:185914.28 LIGHT POLE N:132390.49 E:185985.82 LIGHT POLE N:132530.73 E:186150.31 15' GRAVEL MAINTENANCE ACCESS ROAD 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 25' PRIVATE R.O.W. EASEMENT FOR ROADS AND SEWER (BOOK 927 PAGE 42) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 25' PRIVATE R.O.W. EASEMENT FOR ROADS AND SEWER (BOOK 927 PAGE 42) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 10' GAS LINE EASEMENT TO PUBLIC SERVICE CO. (BOOK 1108 PAGE 377) 10' UTILITY EASEMENT EXISTING ELECTRICAL BOXES LOT LINE ±57' FL-EOA ±49' EOA-EOA ±37' EOA-EOA 15' GAS-WATER EDGE OF BUILDING 15' ELECTRIC-WATER PROPOSED ±185-LF PVC 6" FIRE SERVICE SEE SHEET WT1 WATERLINE A SEE SHEET WT1 WATERLINE B SEE SHEET WT2 WATERLINE A SEE SHEET WT2 STORM DRAIN 2C-1 SEE SHEET ST2 L A R I M E R C O U N T Y C A N A L # 2 LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) SSMH A4 STORM DRAIN LINE 1 SEE SHEET ST1 ELECTRIC LINE TO DETENTION POND PUMP COORDINATE WITH M/E/P ENGINEER STORM DRAIN 5 SEE SHEET G1 S OHE OHE OHE 12" SS 12" SS X X X X SSMH A2 SSMH A1 EXISTING 12" SANITARY SEWER EXISTING OVERHEAD ECLECTIC 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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.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. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 10.ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 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. 12.CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 13.CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 14.CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO CONFLICTS WITH OTHER UTILITIES. 15.CONTRACTOR TO PRESSURE TEST AND TREAT PROPOSED 8” WATER LINE PER ALL CURRENT CITY INSTALLATION SPECIFICATIONS. UPON ACCEPTANCE FROM THE CITY INSPECTOR, WATER LINE SHALL BE DRAINED AND REMAIN VACANT UNTIL THE DEVELOPMENT OF LOT 6. 16.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. EXISTING LOT LINES EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: W G CTV EEXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS WPROPOSED WATER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER EXISTING FIRE HYDRANT PROPERTY BOUNDARY Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ U t i l \ 1 0 6 7 - 0 0 1 _ U T I L . d w g L A Y O U T N A M E : U 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x F L D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROPOSED WATER W PROPOSED SANITARY SEWER PROPOSED FH PROPOSED ELECTRIC E KEYMAP U1 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES U1 UT I L I T Y P L A N 11 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MATCHLINE - SEE TOP RIGHT NORTH MATCHLINE - SEE BOTTOM LEFT 5020 5025 5030 5035 5040 5045 5050 5055 5060 5020 5025 5030 5035 5040 5045 5050 5055 5060 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 22+00 EXISTING GROUND PROPOSED GROUND SS M H A 4 ST A 2 0 + 9 9 . 2 3 RI M 5 0 4 2 . 1 ± IN V . I N 5 0 3 4 . 8 4 ( S ) IN V . O U T 5 0 3 4 . 6 4 ( W ) SS M H A 1 ST A 1 0 + 0 0 . 0 0 RI M 5 0 4 2 . 0 ± IN V . I N 5 0 2 9 . 7 7 ( S E ) 307.57 LF 8" PVC @ 0.41% SS M H A 3 ST A 1 7 + 9 1 . 6 5 RI M 5 0 4 2 . 3 ± IN V . I N 5 0 3 3 . 3 7 ( E ) IN V . O U T 5 0 3 3 . 1 7 ( N W ) 391.65 LF 8" PVC @ 0.41% SS M H A 2 ST A 1 4 + 0 0 . 0 0 RI M 5 0 4 1 . 9 ± IN V . I N 5 0 3 1 . 5 7 ( S E ) IN V . O U T 5 0 3 1 . 3 7 ( N W ) 400.00 LF 8" PVC @ 0.40% 15" HDPE STORM STA.=21+19.58 INV.=5038.43 E E E E E E X X X X X X X X S X X ELEC X X X X X X X X OH E OH E OH E OH E OH E OH E OH E 12 " S S 12 " S S 12 " S S X X X X X X X X X X X X X X X X X X E E E E E E E E E E X X X X CITY OF FORT COLLINS L O T 3 PROJECT BOUNDARY SSMH A1 STA 10+00.00 N: 133365.66 E: 185109.55 SSMH A4 STA 20+99.23 N: 132781.23 E: 186008.99 STORM DRAIN LINE 2 SEE SHEET ST1 30' SANITARY SEWER EASEMENT CONCRETE SPILLWAY EXISTING OVERHEAD ELECTRIC 40 0 . 0 0 L F 8 " P V C @ 0 . 4 0 % SSMH A2 STA 14+00.00 N: 133085.90 E: 185395.45 391 . 6 5 L F 8 " P V C @ 0 . 4 1 % EXISTING 12" SANITARY SEWER CONNECT TO EXISTING SANITARY MANHOLE CITY OF FORT COLLINS EXISTING SANITARY SERVICE EASEMENT 307.57 LF 8" PVC @ 0.41% SSMH A3 STA 17+91.65 N: 132852.16 E: 185709.71 3 2 1 . 4 5 L F 8 " P V C @ 0 . 4 0 % 15' GRAVEL MAINTENANCE ACCESS ROAD STORM DRAIN LINE 1 SEE SHEET ST1 30' UTILITY AND DRAINAGE EASEMENT Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ U t i l \ 1 0 6 7 - 0 0 1 _ S A N A . d w g L A Y O U T N A M E : S S 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 1 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 SS1 PL A N & P R O F I L E SA N I T A R Y S E W E R A 12 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 PROPOSED RIGHT OF WAY PROFILE SCALE: SANITARY SEWER A SS 1 LIN EMA T C H STA 22+ 0 0 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.MANHOLE RIM ELEVATIONS 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. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 4.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. SS 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50 60-LF 16" STEEL CASING PIPE (0.375-IN) PROPOSED CLAY CUT-OFF WALL. EXTEND 1-FT ABOVE MAX WATER SURFACE ELEVATION OF DITCH 2.8' COVER PROPOSED CLAY CUT-OFF WALL. EXTEND 1-FT ABOVE MAX WATER SURFACE ELEVATION OF DITCH SS M H A 7 ST A 2 6 + 9 7 . 9 6 RI M 5 0 4 7 . 9 ± IN V . I N 5 0 3 7 . 8 3 ( S W ) IN V . O U T 5 0 3 7 . 6 3 ( N E ) 282.01 LF 8" PVC @ 0.40% 321.45 LF 8" PVC @ 0.40% SS M H A 5 ST A 2 4 + 2 0 . 6 8 RI M 5 0 4 4 . 9 ± IN V . I N 5 0 3 6 . 3 3 ( S W ) IN V . O U T 5 0 3 6 . 1 3 ( N ) 104.75 LF 8" PVC @ 0.40% SS M H A 6 ST A 2 5 + 2 5 . 4 2 RI M 5 0 4 5 . 3 ± IN V . I N 5 0 3 6 . 9 5 ( S W ) IN V . O U T 5 0 3 6 . 7 5 ( N E ) 172.53 LF 8" PVC @ 0.40% SS M H A 8 ST A 2 9 + 7 9 . 9 7 RI M 5 0 5 4 . 5 ± IN V . O U T 5 0 3 8 . 9 6 ( N E ) PROPOSED GROUND EXISTING GROUND 24" RCP STORM STA.=24+39.42 INV.=5039.77 PROPOSED 6'X18' RCBC STA.=28+03.58 INV.=5043.02 BEGIN CASING PIPE STA.=27+72.73 EL. = 5037.795 END CASING PIPE STA.=28+32.73 EL. = 5038.035 E EE E E E E E E E E E E E E E G G GG G G GG G G G G G G G G G TF S E E E E G G G G E F D C E S E WSW SW G M T FW X X X X E E E E E E LOT 2 LOT 7 MAPLE ST R E E T 50 ' F L - F L 72 ' R O W SSMH A8 STA 29+79.97 N: 132059.79 E: 185766.47 SSMH A6 STA 25+25.42 N: 132415.48 E: 186049.47SSMH A5 STA 24+20.68 N: 132483.19 E: 186129.40 104. 7 5 L F 8 " P V C @ 0 . 4 0 % 172.53 LF 8 " P V C @ 0 . 4 0 % STORM DRAIN LINE 3 SEE SHEET ST3 PROPOSED CULVERT EXISTING SANITARY SEWER SERVICE TO BE ABANDONED PROPOSED 6" SERVICE @ 1% MIN SLOPE 282.01 LF 8 " P V C @ 0 . 4 0 % SSMH A7 STA 26+97.96 N: 132280.47 E: 185942.05 PROPOSED 6" SERVICE @ 1% MIN SLOPE 321 . 4 5 L F 8 " P V C @ 0 . 4 0 % STORM DRAIN LINE 2 SEE SHEET ST1 PROPOSED STEEL CASING 118.07 LF 6" PVC @ 1% MIN SLOPE N74°33'43"W 85.64 LF 6" PVC @ 1% MIN SLOPE N51°29'35"W 22.5° WYE FITTING w/CLEANOUT N:132458.78 E:185974.48 PROPOSED 6" SERVICE @ 1% MIN SLOPE PROPOSED 6" SERVICE @ 1% MIN SLOPE PROPOSED 6" FIRE SERVICE PROPOSED 2" WATER SERVICE 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 PROPOSED RIGHT OF WAY PROFILE SCALE: SANITARY SEWER A NORTH L I N E M A T C H S T A 2 2 + 0 0 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.MANHOLE RIM ELEVATIONS 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. 3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 4.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ U t i l \ 1 0 6 7 - 0 0 1 _ S A N A . d w g L A Y O U T N A M E : S S 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 1 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 SS2 PL A N & P R O F I L E SA N I T A R Y S E W E R A 13 KEYMAP ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SS 1 SS 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R X 2 0 " W 2 0 " W 20" W 2 0 " W 2 0 " W C T V G G G G G G E E E E E E E X X X X G G G G G G F O W W W WCTV E E E E E F O FO F O F O F O E G E X X X X X X X X X X X X X WV W V H 2 O H 2 O WV W V VAULTELEC T C S T FO FO ELEC ELEC ELEC E L E C W W M W M H2O T VAULTELEC C S T T E E E E E E E E E E E E VAULTEL E C CC util M X X G G X X X W V WV H Y D 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 G G G G G G G G T F S E E E E G G G G E F D C E E S E W SW S W G M T F W MAPLE STREET PROPOSED CULVERT PROPOSED 6" FIRE SERVICE STORM DRAIN LINE 2 SEE SHEET ST1 DAVID & GRETCHEN OSBORN DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC F U T U R E M A P L E S T R E E T L A P O R T E A V E N U E 3 0 1 . 2 5 L F 8 " P V C S 8 9 ° 1 4 ' 4 4 " E 15.44 LF 8" PVC N81°30'25"E 8 8 . 1 4 L F 8 " P V C N 8 2 ° 2 8 ' 4 9 " E 122.3 8 L F 8 " P V C N61° 0 0 ' 2 5 " E 66.33 LF 8" PVC N38°30'25"E 57.81 LF 8" PVC N38°30'25"E 114.55 LF 8" PV C N38°30'25"E 264.47 LF 8" PVC N38°30'25"E 169 . 3 5 L F 8 " P V C N01 ° 3 9 ' 4 1 " E 36.46 LF 8" PVC N25°19'37"E STA. 10+00.00 TIE TO EXISTING 8" WATER STUB N: 131870.02 E: 185740.54 EXISTING FIRE HYDRANT STA. 11+69.35 22.5° BEND w/ MJ N:132039.30 E:185745.45 STA. 12+05.81 11.25° BEND w/ MJ N:132072.26 E:185761.05 1" WATER SERVICE 1" WATER SERVICE STA. 14+70.28 8"x8" TEE w/MJ 3 - 8" GV (N,W,S) N: 132279.21 E: 185925.72 STA. 15+84.83 8"x6" SWIVEL TEE w/MJ & FH ASSEMBLY N:132368.85 E:185997.03 STA. 16+51.16 8"x6" TEE w/MJ 1 - 6" GV (W) N: 132420.76 E: 186038.33 STA. 17+08.97 22.5° BEND w/ MJ N:132465.99 E:186074.32 STA. 18+31.35 22.5° BEND w/ MJ N:132525.31 E:186181.37 STA. 19+19.49 8"x6" SWIVEL TEE w/TB & FH ASSEMBLY N:132536.85 E:186268.75 STA. 19+34.93 11.25° BEND w/ MJ N:132539.13 E:186284.02 STORM DRAIN LINE 2 SEE SHEET ST1 STORM DRAIN LINE 3 SEE SHEET ST3 PROPOSED 2" TYPE K COPPER WATER SERVICE 2" WATER METER PIT N:132455.72 E:186010.77 LOT 1 LOT 2 LOT 7 LOT 2 1" WATER SERVICE 7 5 . 6 7 L F 6 " P V C N 5 1 ° 2 9 ' 3 5 " W 1 2 0 . 1 0 L F 6 " P V C N 7 4 ° 3 7 ' 4 9 " W 72' ROW 50' FL-FL WATERLINE B SEE SHEET WT2 STA. 13+44.60 BEGIN 16" STEEL CASING N: 132180.86 E: 185847.46 STA. 14+04.60 END 16" STEEL CASING N: 132227.81 E: 185884.82 LOT 4 22.5° BEND N:132467.87 E:185979.12 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 50 5 3 . 7 0 50 5 4 . 9 2 50 5 4 . 1 9 50 5 3 . 2 6 50 5 0 . 6 9 50 4 7 . 3 3 50 4 5 . 5 9 50 4 4 . 9 1 50 4 5 . 1 6 50 4 8 . 8 8 50 5 4 . 0 2 50 5 4 . 3 7 50 5 4 . 7 2 50 5 5 . 0 1 50 5 4 . 7 7 50 5 4 . 4 3 50 5 4 . 0 1 50 5 3 . 8 0 50 5 3 . 5 6 50 5 2 . 8 3 50 5 2 . 2 5 50 5 1 . 5 3 50 4 9 . 8 4 50 4 8 . 9 9 50 4 8 . 1 4 50 4 6 . 6 6 50 4 6 . 1 4 50 4 5 . 7 9 50 4 5 . 4 4 50 4 5 . 2 9 50 4 5 . 1 3 50 4 4 . 8 0 50 4 4 . 8 2 50 4 4 . 9 5 50 4 5 . 8 3 50 4 6 . 9 8 50 4 7 . 9 8 8" PVC 8" P V C 8" PVC 8" PVC ST A . 1 0 + 0 0 . 6 TI E T O E X I S T I N G 8" W A T E R S T U B T. O . P . = 5 0 4 8 . 7 1 ST A . 1 4 + 0 9 . 9 45 ° B E N D w / M J T. O . P . = 5 0 4 5 . 3 1 ST A . 1 3 + 4 4 . 6 45 ° B E N D w / M J T. O . P . = 5 0 4 0 . 0 6 ST A . 1 4 + 0 4 . 6 45 ° B E N D w / M J T. O . P . = 5 0 4 0 . 0 6 ST A . 1 3 + 3 7 . 1 45 ° B E N D w / M J T. O . P . = 5 0 4 7 . 5 4 ST A . 1 7 + 5 2 . 7 45 ° B E N D w / M J T. O . P . = 5 0 3 7 . 9 9 ST A . 1 7 + 4 2 . 4 45 ° B E N D w / M J T. O . P . = 5 0 3 9 . 7 6 ST A . 1 7 + 4 4 . 2 45 ° B E N D w / M J T. O . P . = 5 0 3 7 . 9 9 ST A . 1 7 + 5 4 . 5 45 ° B E N D w / M J T. O . P . = 5 0 3 9 . 8 5 ST A . 1 9 + 3 4 . 9 3 11 . 2 5 ° B E N D w / M J T. O . P . = 5 0 4 3 . 5 4 ST A . 1 9 + 1 9 . 4 9 8" x 6 " S W I V E L T E E w / T B & F H A S S E M B L Y T. O . P . = 5 0 4 3 . 4 5 ST A . 1 8 + 3 1 . 3 5 22 . 5 ° B E N D w / M J T. O . P . = 5 0 4 1 . 0 6 ST A . 1 6 + 5 1 . 1 6 8" x 6 " T E E w / M J 1 - 6 " G V ( W ) T. O . P . = 5 0 4 0 . 3 0 ST A . 1 7 + 0 8 . 9 7 22 . 5 ° B E N D w / M J T. O . P . = 5 0 3 9 . 9 6 ST A . 1 5 + 8 4 . 8 3 8" x 6 " S W I V E L T E E w / M J & F H A S S E M B L Y T. O . P . = 5 0 4 0 . 7 0 ST A . 1 4 + 7 0 . 2 8 8" x 8 " T E E w / M J 3 - 8 " G V ( N , W , S ) T. O . P . = 5 0 4 3 . 3 2 ST A . 1 1 + 6 9 . 3 5 22 . 5 ° B E N D w / M J T. O . P . = 5 0 4 9 . 6 1 ST A . 1 2 + 0 5 . 8 1 11 . 2 5 ° B E N D w / M J T. O . P . = 5 0 4 9 . 1 6 100.0' DEF. ST A . 1 0 + 6 6 . 2 8 T. O . P . = 5 0 4 9 . 5 9 ST A . 1 1 + 6 6 . 2 8 T. O . P . = 5 0 4 9 . 6 5 (@ 0.3°) 100.0' DEF. ST A . 1 8 + 4 2 . 8 7 T. O . P . = 5 0 4 1 . 5 1 ST A . 1 9 + 4 2 . 8 7 T. O . P . = 5 0 4 3 . 5 5 (@ 0.5°) 100.0' DEF. ST A . 1 4 + 9 2 . 1 3 T. O . P . = 5 0 4 2 . 6 0 ST A . 1 5 + 9 2 . 1 3 T. O . P . = 5 0 4 0 . 6 5 (@ 0.3°) 80.0' DEF. ST A . 1 7 + 6 2 . 8 5 T. O . P . = 5 0 3 9 . 8 5 ST A . 1 8 + 4 2 . 8 5 T. O . P . = 5 0 4 1 . 5 1 (@ 0.6°) 1.6' CLEARANCE 1.5' CLEARANCE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND TOP OF PIPE 60-LF 16" STEEL CASING PIPE KEYMAP ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A ST A MA T C H L I N E SE E S H E E T 21 + 0 0 WT 2 LIN EMA T C H ST A 21 + 0 0 WT1 PL A N & P R O F I L E WA T E R L I N E A 14 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ U t i l \ 1 0 6 7 - 0 0 1 _ W A T R A . d w g L A Y O U T N A M E : W T 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 2 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x W A T R _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 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 ENGINEERING STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER CITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM 4.5' AND MAXIMUM 5.5' DEPTH FROM FINISHED GRADE TO TOP OF PIPE. 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.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.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. 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 NORTH WT1 WT2 WT3 XXX OH E OH E OH E X X X X T H2OW T W C S W W W S SS SS SS G WWW W W W LAPORTE AVENUE LLC 16.12 LF 8" PVC S00°45'16"W 6.74 LF 8" PVC S44°14'44"E FUTURE MAPLE STREET STA. 22+36.18 45° BEND w/MJ N:132535.16 E:186585.24 STA. 22+42.91 45° BEND w/MJ N:132530.33 E:186589.94 STA. 22+59.04 8"x8" TEE w/MJ 2 - 8" GV (N,S) 2 - 8"X6" REDUCER (S,E) CONNECT TO EXISTING 6" WATERLINE (S,E) w/ MJ N: 132514.21 E: 186589.73 EXISTING 8" WATERLINE EXISTING 8" SANITARY SEWER 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 21+00 22+00 23+00 24+00 8" PVC 8" PVC 8 " P V C ST A . 2 2 + 5 9 . 0 8" x 8 " T E E w / M J 2 - 8 " G V ( N , S ) 2 - 8 " X 6 " R E D U C E R ( S , E ) CO N N E C T T O E X I S T I N G 6" W A T E R L I N E ( S , E ) w / M J T. O . P . = 5 0 3 4 . 0 9 ST A . 2 1 + 7 7 . 1 11 . 2 5 ° B E N D w / M J T. O . P . = 5 0 4 3 . 4 5 ST A . 2 2 + 2 0 . 8 11 . 2 5 ° B E N D w / M J T. O . P . = 5 0 3 4 . 0 9 ST A . 2 2 + 4 2 . 9 1 45 ° B E N D w / M J T. O . P . = 5 0 3 4 . 0 9 ST A . 2 2 + 3 6 . 1 8 45 ° B E N D w / M J T. O . P . = 5 0 3 4 . 0 9 EXISTING GROUND TOP OF PIPE 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+5010+0011+0012+0013+0014+0014+50 50 4 8 . 3 0 50 4 7 . 7 7 50 4 7 . 0 9 50 4 6 . 1 8 50 4 6 . 5 5 50 4 7 . 0 2 50 4 7 . 1 2 50 4 7 . 2 3 50 4 7 . 2 3 50 4 7 . 1 7 50 4 7 . 1 1 50 4 7 . 1 6 50 4 6 . 6 9 50 4 6 . 2 8 50 4 5 . 9 0 50 4 5 . 7 7 50 4 5 . 9 6 8" PVC 8" PVC ST A . 1 0 + 0 0 . 0 8" x 8 " T E E w / M J 3 - 8 " G V ( N , W , S ) T. O . P . = 5 0 4 3 . 3 2 ST A . 1 4 + 1 6 . 5 TE M P O R A R Y F I R E H Y D R A N T 1 - 8 " G V ( W ) 1 - 8 " X 6 " R E D U C E R T. O . P . = 5 0 4 0 . 3 0 ST A . 1 0 + 5 5 . 9 8 11 . 2 5 ° B E N D w / M J T. O . P . = 5 0 4 1 . 7 4 ST A . 1 3 + 7 7 . 2 1 22 . 5 ° B E N D w / M J T. O . P . = 5 0 4 0 . 4 0 60.0' DEF. ST A . 1 0 + 4 7 . 1 2 T. O . P . = 5 0 4 1 . 9 8 ST A . 1 1 + 0 7 . 1 2 T. O . P . = 5 0 4 1 . 0 5 (@ 0.5°) PROPOSED GROUND EXISTING GROUND PROPOSED GROUND TOP OF PIPE X X E E E E X X GV X XXX ELEC ELEC ELEC ELEC E E E E E E E E G G G G G G G G G TF E E E E E E G G G G G G E FDC E G E E E EM T S E S W GMT F WE E E STORM DRAIN LINE 3 SEE SHEET ST3 LOT 2 MA P L E S T R E E T WATERLINE A SEE SHEET WT1 STA. 10+00.00 8"x8" TEE w/MJ 3 - 8" GV (N,W,S) N: 132279.21 E: 185925.71 STA. 10+55.98 11.25° BEND w/ MJ N:132314.01 E:185881.86 STA. 13+77.21 22.5° BEND w/ MJ N:132462.68 E:185597.11 STA. 14+19.63 TEMPORARY FIRE HYDRANT 1 - 8" GV (W) 1 - 8"X6" REDUCER N:132464.36 E:185554.72 55.98 LF 8" PVC N51°33'53"W 32 1 . 2 3 L F 8 " P V C N6 2 ° 2 5 ' 5 4 " W 56.65 LF 8" PVC N87°43'43"W 24' FL-FL 30' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT LOT 4 PROPOSED BUILDING 22.5° BEND N:132467.87 E:185979.12 KEYMAP ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: WATER LINE A ST A MA T C H L I N E SE E S H E E T 21 + 0 0 WT 1 LI N E MA T C H ST A 21 + 0 0 WT2 PL A N & P R O F I L E WA T E R L I N E A & B 15 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ U t i l \ 1 0 6 7 - 0 0 1 _ W A T R A . d w g L A Y O U T N A M E : W T 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 2 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x W A T R _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 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 ENGINEERING STANDARDS, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER CITY STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM 4.5' AND MAXIMUM 5.5' DEPTH FROM FINISHED GRADE TO TOP OF PIPE. 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.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.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. 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 NORTH WT1 WT2 PROFILE SCALE: WATER LINE B NORTH WT2 U D E E XXX CITY OF FORT COLLINS LOT 3 FES 1 STA 10+10.00 N: 132911.73 E: 185560.96 6.56 LF 3" PVC @ -54.71% SUMPED MANHOLE w/ 0.6CFS PUMP STA 10+16.56 N: 132905.17 E: 185560.89 43.82 LF 24" RCP @ 0.61% PROJECT BOUNDARY 20' UTILITY EASEMENT OUTLET 1-2 STA 10+60.39 N: 132861.35 E: 185560.44 5020 5025 5030 5035 5040 5045 5050 5055 5060 5020 5025 5030 5035 5040 5045 5050 5055 5060 9+50 10+00 11+00 FE S 1 ST A 1 0 + 1 0 . 0 0 IN V . 5 0 4 3 . 4 2 ( S ) 6.56 LF 3" PVC @ -54.71% SU M P E D M A N H O L E w/ 0 . 6 C F S P U M P ST A 1 0 + 1 6 . 5 6 RI M 5 0 4 3 . 4 ± IN V . I N 5 0 3 6 . 7 4 ( S ) IN V . O U T 5 0 3 9 . 8 3 ( N ) 43.82 LF 24" RCP @ 0.61% EXISTING GROUND PROPOSED GROUND OU T L E T 1 - 2 ST A 1 0 + 6 0 . 3 9 IN V . 5 0 3 7 . 0 1 ( N ) 100-YR HGL UD E E E E E E E 347.38 LF 3 0 " H D P E @ 0 . 2 0 % 2 4 1 . 6 7 L F 2 4 " H D P E @ 0 . 6 7 % LOT 3 30' SANITARY SEWER EASEMENT STORM DRAIN LINE 4 SEE SHEET G1 SANITARY SEWER A SEE SHEET SS1 STORM DRAIN LINE 2C-1 SEE SHEET ST2 STMH 2C STA 13+47.38 N: 132755.89 E: 185997.67 FES 2A STA 10+00.00 N: 132807.55 E: 185654.15 S T O R M D R A I N L I N E 2 D - 1 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 FE S 2 A ST A 1 0 + 0 0 . 0 0 IN V . 5 0 3 7 . 3 3 ( E ) 347.38 LF 30" HDPE @ 0.20% ST M H 2 C ST A 1 3 + 4 7 . 3 8 RI M 5 0 4 2 . 6 ± IN V . I N 5 0 3 8 . 0 2 ( S ) IN V . I N 5 0 3 8 . 2 6 ( E ) IN V . O U T 5 0 3 8 . 0 2 ( W ) 241.67 LF 24" HDPE @ 0.67 % ST M H 2 D ST A 1 5 + 8 9 . 0 5 RI M 5 0 4 5 . 0 ± IN V . I N 5 0 3 9 . 6 4 ( S E ) IN V . I N 5 0 3 9 . 6 4 ( W ) IN V . O U T 5 0 3 9 . 6 4 ( N ) 82.64 LF 24" RCP @ 0.20% IN L E T 2 E ( P U B L I C ) ST A 1 6 + 7 1 . 6 9 FL . E L 5 0 4 4 . 3 ± IN V . I N 5 0 3 9 . 8 0 ( S E ) IN V . O U T 5 0 3 9 . 8 0 ( N W ) 27.38 LF 15" RCP @ 0.50% ST U B 2 F ST A 1 6 + 9 9 . 0 7 IN V . 5 0 3 9 . 9 4 ( N W ) EXISTING GROUND PROPOSED GROUND 100-YR HGL 8" PVC SANITARY STA.=16+55.49 INV.=5036.40 E E E E E G G G G G X EEEE E E E E 241.67 LF 24" H D P E @ 0 . 6 7 % 82.64 LF 24" RCP @ 0.20% 27.38 LF 15" RCP @ 0.50% LOT 6 LOT 4 MA P L E S T R E E T 50' FL-F L 72' R O W 30' SANITARY SEWER EASEMENT SANITARY SEWER A SEE SHEET SS1 INLET 2E STA 16+71.69 N: 132456.27 E: 186121.68 STUB 2F STA 16+99.07 N: 132433.46 E: 186136.83 STMH 2D STA 15+89.05 N: 132531.77 E: 186088.08 STORM DRAIN LINE 2D-1 SEE SHEET ST2 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r m \ 1 0 6 7 - 0 0 1 _ S T R M 1 2 . d w g L A Y O U T N A M E : S T 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 2 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x S T R M _ l e g ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ST1 PL A N & P R O F I L E ST O R M D R A I N 1 & 2 16 KEYMAP ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: LINE MAT C H STA 14+0 0 STORM DRAIN 2 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. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE 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). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC5 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: Inlet Schedule Inlet Inlet Type Inlet Size OUTLET 2C-1 NYLOPLAST 30" DOME OUTLET 2D-1 NYLOPLAST 30" DOME INLET 2E COMBO SINGLE INLET 3B-1 COMBO SINGLE INLET 3C NYLOPLAST 24" DOME INLET 3D COMBO SINGLE INLET 3F TYPE 13 DOUBLE INLET 3G COMBO SINGLE BASIN 3E-1 NYLOPLAST 8" DOME BASIN 3E-2 NYLOPLAST 8" DOME BASIN 5B NYLOPLAST 8" DOME BASIN 5C NYLOPLAST 8" DOME PROFILE SCALE: L I N E M A T C H S T A 1 4 + 0 0 STORM DRAIN 1 STORM DRAIN 2 STORM DRAIN 2 STORM DRAIN 1 NORTHNORTHNORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PRIVATE PRIVATE E E E E E E G G G G G FD C E E LOT 4 MAPLE STR E E T 5 0 ' F L - F L 7 2 ' R O W CLEANOUT 2D-2 STA 10+37.86 N: 132510.13 E: 186061.18 24.53 LF 4" PERF. PVC @ 0.20% OUTLET 2D-1 STA 10+13.33 N: 132528.23 E: 186077.74 10.92 LF 15" HDPE @ 0.61% STMH 2D STA 10+02.41 N: 132531.77 E: 186088.08 RAIN GARDEN 3 SANITARY SEWER A SEE SHEET SS1 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+50 10+00 11+00 11+50 EXISTING GROUND PROPOSED GROUND CL E A N O U T 2 D - 2 ST A 1 0 + 3 7 . 8 6 RI M 5 0 4 4 . 0 ± IN V . O U T 5 0 4 0 . 6 0 ( N E ) 24.53 LF 4" PERF. PVC @ 0.20% OU T L E T 2 D - 1 ST A 1 0 + 1 3 . 3 3 RI M 5 0 4 4 . 0 ± IN V . I N 5 0 4 0 . 5 5 ( S W ) IN V . O U T 5 0 3 9 . 7 1 ( E ) 10.92 LF 15" HDPE @ 0.61% ST M H 2 D ST A 1 0 + 0 2 . 4 1 RI M 5 0 4 5 . 0 ± IN V . I N 5 0 3 9 . 6 4 ( S E ) IN V . I N 5 0 3 9 . 6 4 ( W ) IN V . O U T 5 0 3 9 . 6 4 ( N ) 100-YR HGL 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+50 10+00 11+00 11+50 ST M H 2 C ST A 1 0 + 0 0 . 0 0 RI M 5 0 4 2 . 6 ± IN V . I N 5 0 3 8 . 0 2 ( S ) IN V . I N 5 0 3 8 . 2 6 ( E ) IN V . O U T 5 0 3 8 . 0 2 ( W ) 56.99 LF 15" HDPE @ 0.86% OU T L E T 2 C - 1 ST A 1 0 + 5 6 . 9 9 RI M 5 0 4 2 . 0 ± IN V . I N 5 0 3 8 . 7 5 ( S E ) IN V . O U T 5 0 3 8 . 7 5 ( W ) 41.99 LF 4" PVC @ 0.20% CL E A N O U T 2 C - 2 ST A ? ? ? RI M 5 0 4 2 . 0 ± IN V . O U T 5 0 3 8 . 8 3 ( N W ) CL E A N O U T 2 C - 2 ST A 1 0 + 9 8 . 9 8 RI M 5 0 4 2 . 0 ± IN V . O U T 5 0 3 8 . 8 3 ( N W ) EXISTING GROUND PROPOSED GROUND 100-YR HGL ELEC E E E E E E STMH 2C STA 10+00.00 N: 132755.89 E: 185997.67 56.99 LF 15" HDPE @ 0.86% OUTLET 2C-1 STA 10+56.99 N: 132774.31 E: 186051.60 41.99 LF 4" PERF. PVC @ 0.20% CLEANOUT 2C-2 STA 10+98.98 N: 132736.04 E: 186068.87 30' SANITARY SEWER EASEMENT RAIN GARDEN 2 LOT 4 SANITARY SEWER A SEE SHEET SS1 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r m \ 1 0 6 7 - 0 0 1 _ S T R M 2 b 2 d . d w g L A Y O U T N A M E : S T 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 3 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x S T R M _ l e g ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ST2 PL A N & P R O F I L E ST O R M D R A I N 2 C - 1 & 2 D - 1 17 KEYMAP ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: STORM DRAIN 2D-1 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. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE 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). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC5 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: Inlet Schedule Inlet Inlet Type Inlet Size OUTLET 2C-1 NYLOPLAST 30" DOME OUTLET 2D-1 NYLOPLAST 30" DOME INLET 2E COMBO SINGLE INLET 3B-1 COMBO SINGLE INLET 3C NYLOPLAST 24" DOME INLET 3D COMBO SINGLE INLET 3F TYPE 13 DOUBLE INLET 3G COMBO SINGLE BASIN 3E-1 NYLOPLAST 8" DOME BASIN 3E-2 NYLOPLAST 8" DOME BASIN 5B NYLOPLAST 8" DOME BASIN 5C NYLOPLAST 8" DOME STORM DRAIN 2D NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PROFILE SCALE: STORM DRAIN 2C-1 NORTH STORM DRAIN 2C PRIVATE PRIVATE E E E E E E G G G G G TF E E E E E E G G G G G G E FDC EG E E E EM T S S GMT F W UD E E E E E E X X E X X GV LOT 4 MA P L E S T R E E T FES 3A STA 10+00.00 N: 132714.57 E: 185629.22 2 9 1 . 3 2 L F 2 4 " H D P E @ 0 . 2 0 % INLET 3B-1 STA 12+92.16 N: 132420.84 E: 185716.14 55.98 LF 24" HDPE @ 0.20% INLET 3D STA 14+04.40 N: 132383.62 E: 185824.17 49.37 LF 24" HDPE @ 0.20% INLET 3F STA 15+38.33 N: 132435.96 E: 185947.45 37.66 LF 15" HDPE @ 0.50% INLET 3G STA 15+76.00 N: 132412.51 E: 185976.93 50' FL- F L 72' R O W PROPOSED BUILDING RAIN GARDEN 1 STMH 3B STA 12+91.32 N: 132439.81 E: 185726.04 21.40 LF 15" HDPE @ 2.01% 84.57 LF 24" HDPE @ 0.20% 24X6 TEE 3E STA 14+53.77 N: 132403.22 E: 185869.48 40.16 LF 6" HDPE @ 1.59% BASIN 3E-1 INV. IN=5042.32 (N) INV. OUT=5042.32 (SE) FG=5046.5 INLET 3C STA 13+47.30 N: 132411.93 E: 185774.58 57.10 LF 24" HDPE @ 0.20% 45.12 LF 6" PVC @ 1.50% BASIN 3E-2 INV. OUT=5043.00 (S) FG=5046.1 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 EXISTING GROUND PROPOSED GROUND FE S 3 A ST A 1 0 + 0 0 . 0 0 IN V . 5 0 4 0 . 2 0 ( S ) 291.32 LF 24" HDPE @ 0.20% IN L E T 3 B - 1 ST A 1 2 + 9 2 . 1 6 FL . E L 5 0 4 6 . 5 ± IN V . O U T 5 0 4 1 . 5 8 ( N E ) 55.98 LF 24" HDPE @ 0.20% IN L E T 3 D ST A 1 4 + 0 4 . 4 0 FL . E L 5 0 4 6 . 3 ± IN V . I N 5 0 4 1 . 0 1 ( N E ) IN V . O U T 5 0 4 1 . 0 1 ( N W ) 49.37 LF 24" HDPE @ 0.20% IN L E T 3 F ST A 1 5 + 3 8 . 3 3 FL . E L 5 0 4 4 . 9 ± IN V . I N 5 0 4 1 . 2 8 ( S E ) IN V . O U T 5 0 4 1 . 2 8 ( S W ) 37.66 LF 15" HDPE @ 0.50% IN L E T 3 G ST A 1 5 + 7 6 . 0 0 FL . E L 5 0 4 5 . 0 ± IN V . O U T 5 0 4 1 . 4 6 ( N W ) 100-YR HGL 24 X 6 T E E 3 E ST A 1 4 + 5 3 . 7 7 IN V . 5 0 4 1 . 1 1 ( N E ) IN V . 5 0 4 1 . 6 8 ( N W ) IN V . 5 0 4 1 . 1 1 ( S W ) 84.57 LF 24" HDPE @ 0.20% IN L E T 3 C ST A 1 3 + 4 7 . 3 0 FL . E L 5 0 4 5 . 9 ± IN V . I N 5 0 4 0 . 8 9 ( S E ) IN V . O U T 5 0 4 0 . 8 9 ( N W ) 57.10 LF 24" HDPE @ 0.20% 5025 5030 5035 5040 5045 5050 5055 5060 5065 5025 5030 5035 5040 5045 5050 5055 5060 5065 9+00 10+00 11+00 IN L E T 3 B - 1 ST A 1 2 + 9 2 . 1 6 FL . E L 5 0 4 6 . 5 ± IN V . O U T 5 0 4 1 . 5 8 ( N E ) 21.40 LF 15" HDPE @ 2.01% ST M H 3 B ST A 1 0 + 0 0 . 0 0 RI M 5 0 4 7 . 2 ± IN V . I N 5 0 4 1 . 1 5 ( S W ) IN V . I N 5 0 4 0 . 7 8 ( S E ) IN V . O U T 5 0 4 0 . 7 8 ( N ) EXISTING GROUND PROPOSED GROUND Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r m \ 1 0 6 7 - 0 0 1 _ S T R M 3 . d w g L A Y O U T N A M E : S T 3 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 4 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K e y m a p ] [ 1 0 6 7 - 0 0 1 _ x S T R M _ l e g ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ST3 PL A N & P R O F I L E ST O R M D R A I N 3 18 KEYMAP NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE 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). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL SHEET EC5 FOR RIP-RAP SCHEDULE. PROPOSED RIGHT OF WAY INLET SCHEDULE: Inlet Schedule Inlet Inlet Type Inlet Size OUTLET 2C-1 NYLOPLAST 30" DOME OUTLET 2D-1 NYLOPLAST 30" DOME INLET 2E COMBO SINGLE INLET 3B-1 COMBO SINGLE INLET 3C NYLOPLAST 24" DOME INLET 3D COMBO SINGLE INLET 3F TYPE 13 DOUBLE INLET 3G COMBO SINGLE BASIN 3E-1 NYLOPLAST 8" DOME BASIN 3E-2 NYLOPLAST 8" DOME BASIN 5B NYLOPLAST 8" DOME BASIN 5C NYLOPLAST 8" DOME PROFILE SCALE: STORM DRAIN 3 STORM DRAIN 3 STORM DRAIN 3B-1 PROFILE SCALE: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R PRIVATE PRIVATE X X X X X X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X XXX X util X X X X X X X X X X X X GATE TF UD GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC DAVID & GRETCHEN OSBORN PROPOSED BUILDING DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC 2' CONCRETE PAN GRASS SWALE PROPOSED POND OUTFALL PROPOSED STORM MH WITH PUMP MA P L E S T R E E T LAPORTE AVENUE LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 7 2 ' R O W 5 0 ' - 72' ROW 50' - RAIN GARDEN 1 DETENTION POND 1 PROPOSED CONCRETE BOX CULVERT TEMPORARY TURN-AROUND FUTURE MAPLE STREET NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE LOT 7 RAIN GARDEN 2 RAIN GARDEN 3 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 2D-1 SEE SHEET ST2 PROPOSED FLOODPLAIN PROPOSED FLOODWAY PROPOSED FLOODWAY PROPOSED FLOODPLAIN STORM DRAIN 2C-1 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET G1 STORM DRAIN 4 SEE SHEET G1 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ G r a d \ 1 0 6 7 - 0 0 1 _ O G R A D . d w g L A Y O U T N A M E : O G 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 5 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x G R A D _ O V E R L O T ] [ 1 0 6 7 - 0 0 1 _ G R A D - L E G ] [ 1 0 6 7 - 0 0 1 _ x F L D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 KEYMAP OG1 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 8.SEE THE FLOODPLAIN EXHIBIT (SHEET DR2) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES OG1 GR A D I N G P L A N OV E R A L L 19 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R 46 . 4 2 8' SID E W A L K 46.39 4 7 . 0 4 4 7 . 0 5 46. 9 1 46 . 5 4 4 6 . 7 0 46.37 46.42 4 6 . 4 2 47.04 4 7 . 0 4 46.54 4 6 . 5 4 46.92 4 6 . 9 2 46.3 5 4 6 . 3 5 4 6 . 7 0 46.34 47.02 46. 8 3 47.04 46.5 4 46.92 46.33 46.35 46.4 2 46 . 7 0 2.1 % 2.1% 46.61 4 6 . 8 7 4 7 . 0 2 4 6 . 9 0 4 6 . 7 7 4 7 . 3 7 47.37 47.86 4 7 . 9 9 47.99 4 7 . 8 6 4 7 . 9 5 4 8 . 1 0 48.09 4 7 . 9 4 6.5 ' S I D E W A L K 46.72 46.87 46.77 46.48 46.9 4 47 . 1 7 UD UD U D X X X E E E E X X X X X X X X GV X X X X X X X X X X X X X X X X X X X X X X X X LOT 4 LOT 3 2.0 % 2.0% 2 . 1 % 2. 0 % 7 . 0 % 6. 7 % 2.2 % 2.8% 3.2% 3 . 0 % 2 . 5 % 3.1% 2.5 % 2.1 % 2.1 % 2.9% 3 . 0 % 3.6 % 2.1 % 2 . 1 % 1.9% 2.6% 2.6% 2.6% 2.6% 5. 5 % 2 . 4 % 2. 1 % 3.7 % 1.9% 30' SANITARY SEWER EASEMENT 24.00' EMERGENCY ACCESS EASEMENT 4' CURB CUT N:132700.09 E:185683.35 1. 7 % 2.7% 2.2 % 2.8% 12 . 7 % 3 . 5 % 4. 6 % 5. 1 % 6 . 1 % 1 0 0 ' C O N C R E T E S P I L L W A Y S E E D E T A I L S H E E T D 3 0.5 % 2.0 % 2.0 % 2.0 % 2.0% 2.0% 2.0 % 2.0 % 2.3 % 29.50' PEDESTRIAN ACCESS EASEMENT 24.00' EMERGENCY ACCESS EASEMENT 36.00' UTILITY EASEMENT 0.5% 0. 6 % 23 . 6 % 22.9% 15.00' GRAVEL MAINTENANCE ACCESS ROAD 0.6% 0.5 % 0.5 % STORM DRAIN 2 SEE SHEET ST2 PROPOSED TRASH ENCLOSURE PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 1 SEE SHEET ST1 PROPOSED POND DEPTH GAUGE SEE CROSSING DETAILED GRADING THIS SHEET TIE TO EXISTING DITCH CROSSING CONCRETE FOREBAY 1. 9 % 1 . 9 % 2.1 % 2 . 0 % 4 : 1 4:1 4:1 6:1 4: 1 6 : 1 6 : 1 5:1 7: 1 5: 1 5 : 1 6.3%0.1% 0.1% 0.4 % 1 . 7 % RAIN GARDEN 1 MIN. MEDIA SQFT=3725 SQFT TOTAL VOLUME=2775 CUFT BOT POND ELEV=4940.2 SPILLWAY ELEV=4941.2 DETENTION POND 1 TOTAL VOLUME=4.08 AC-FT 100-YR VOLUME=4.05 AC-FT 100-YR WSEL=5041.17 WQ VOLUME=0.03 AC-FT SPILLWAY ELEV=4942 7' S I D E W A L K 8' SID E W A L K 4.5 ' S I D E W A L K 40-LF NORTH AMERICAN GREEN P300 TURF REINFORCEMENT MAT OR APPROVED EQUAL. 44-LF CONCRETE SPILLWAY SEE DETAIL SHEET D3 25 . 0 % 43.49 40.20 4 4 . 0 1 43.56 44.01 4 4 . 4 1 44.46 4 4 . 9 1 45.0 6 4 5 . 3 9 45. 1 8 4 5 . 3 5 46.07 46.16 45.57 45.56 4 5 . 7 4 4 5 . 6 3 4 5 . 8 1 4 5 . 9 4 4 5 . 9 0 4 5 . 0 0 44.71 44 . 8 5 4 5 . 4 9 45 . 5 3 45 . 6 4 4 5 . 3 2 45 . 4 2 44.70 44.77 4 6 . 3 1 46.35 46.4 2 46.7 0 46.70 46.3 5 4 6 . 3 5 4 6 . 7 0 4 6 . 7 0 46.37 46 . 4 8 46.54 47.08 47 . 2 3 4 6 . 9 1 46.72 46.87 46.77 46.48 46.25 46.49 46.64 4 6 . 6 8 4 6 . 5 4 46.20 46.32 46.56 4 6 . 6 5 4 6 . 4 1 46 . 3 1 46.60 4 5 . 0 2 45.01 44.99 4 5 . 0 5 45.54 45.69 4 5 . 6 8 45 . 4 8 45.43 45.5 2 45.6 9 45.85 45.94 45.88 45 . 6 7 45 . 4 6 45 . 3 7 45 . 6 1 4 5 . 7 8 45.88 46.71 46.40 46.70 46.70 44.21 44.74 44.48 4 4 . 3 1 43.78 4 3 . 0 9 47 . 5 0 47.3 1 47.49 46.9 4 47 . 1 0 4 6 . 4 7 47.50 41.3 2 40.20 42.84 44.15 47.13 46.88 4 6 . 7 4 4 7 . 1 9 4 7 . 2 9 47 . 8 7 4 7 . 4 5 4 6 . 3 0 45.54 37.0 1 43.00 40.2 0 3 7 . 4 5 43.00 FFE=47.50 FFE=47.50 39 . 8 5 39. 4 6 39.8 8 39 . 5 8 39 . 4 4 38 . 9 3 39.4 5 37.6 7 44 . 2 0 45 . 5 9 45 . 2 6 44 . 3 4 44.4 3 44.00 43 . 6 8 41.7 6 42.9 2 43 . 1 2 38 . 3 9 43 . 0 8 43.00 4 2 . 8 0 41.33 41.76 42.93 4 2 . 7 8 40.20 38.84 4 0 . 2 0 40.20 37.57 41.67 44 . 0 0 42 . 0 0 42.00 43.46 47.45 TBC 47.59 47 . 1 4 46.99 47 . 1 5 TB C 4 6 . 6 9 46 . 9 6 46.84 46.12 45.64 45.58 4 5 . 8 3 47.17 47 . 1 7 48.28 4 8 . 1 8 49 . 7 5 49.59 47.30 (???) (41.99) (42.10) (42.15) (42.02) 41.98 41.98 (42 . 7 0 ) 38.58 3 7 . 2 6 (42 . 6 6 ) 40.42 37.55 3 8 . 0 7 38 . 3 4 37 . 7 4 37 . 4 6 37. 9 1 39.3 1 38.29 37. 6 8 38. 5 0 39. 3 4 40. 7 1 (41 . 8 5 ) (41 . 8 8 ) 42.39 4 1 . 2 0 4 1 . 2 0 41 . 7 0 STORM DRAIN 4 SEE DETAIL THIS SHEET 0.5 % 0.5 % 3. 4 % UD UD UD U D U D 2.6% 2 . 4 % 4' CURB CUT N:132700.09 E:185683.35 7: 1 CLEANOUT 4B-1 INV. OUT=5037.73 (W) FG=5039.25 40.54 LF 4" PERF. PVC @ 0.20% 15.47 LF 4" PERF. PVC @ 0.20% 47.85 LF 4" PVC @ 0.20% HEADWALL 4A INV. IN=5037.55 (S) FG=5038.06 22.5° BEND 4D INV. IN=5037.70 (S) INV. OUT=5037.70 (NE) FG=5040.21 38.93 LF 4" PERF. PVC @ 0.20% CLEANOUT 4E INV. OUT=5037.78 (N) FG=5039.29 4 3 . 4 9 40.20 4 4 . 0 1 43.56 4 3 . 0 9 41 . 3 2 40.20 43.00 40.2 0 43.00 43.00 42.80 41.3341.76 42.93 4 2 . 7 8 40.20 38.84 4 0 . 2 0 40.2041.67 42.00 43.46 4 0 . 4 2 37.55 38.07 41.20 4 1 . 2 0 41 . 7 0 10.54 LF 4" PERF. PVC @ 0.20% 45° BEND 4C INV. IN=5037.68 (SW) INV. OUT=5037.68 (E) FG=5040.21 TEE 4B INV. IN=5037.65 (W) INV. IN=5037.65 (E) INV. OUT=5037.65 (N) FG=5040.20 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ G r a d \ 1 0 6 7 - 0 0 1 _ G R A D . d w g L A Y O U T N A M E : G 1 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x F L D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ G R A D - L E G ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ C 3 D _ P r o p o s e d ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x G R A D _ O V E R L O T ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 8.SEE THE FLOODPLAIN EXHIBIT (SHEET DR2) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES KEYMAP NORTH G2G1 G3 MA T C H L I N E - S E E S H E E T G2 MATCH LINE - SEE SHEET G3 G1 GR A D I N G P L A N 20 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 1 STORM DRAIN 4 DETAIL 2 CROSS WALK DETAIL U D E E ELEC X X X XXXXXXXXX OH E OH E OH E OH E OH E X X X X X X X X X X X X X XXXXXXXXX X X XX X X X X X X X X T ELEC T H2OW T T ELEC X X 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 W C S W S SS SS SS SS G G G W WW W W W W W W W G G G X X X X LAPORTE AVENUE LLC LOT 5 3.6 % 2.1 % 2 . 1 % 20.00' UTILITY EASEMENT 10.00' POWER LINE EASEMENT (BOOK 1599 PAGE 612) 20.00' EMER G E N C Y ACCE S S EASE M E N T 4' CURB CUT & SIDEWALK CHASE N:132497.92 E:186094.03 2.1 % 3 . 5 % 2.1 % 6.9 % 8.1% 3.7% 3.8 % 3.7 % 3. 4 % 3.0 % 2.1 % 2.1% 1.7% 2.1% 3.7% 4.2% 6 . 1 % 0.5 % 2.0 % 0.0% 0.0% 0.7% 2.0% 6.3% 8.1 % 8.0 % MAPLE STREET PROPOSED 100-YR FLOODWAY PROPOSED 100-YR FLOODPLAIN STORM DRAIN 2 SEE SHEET ST2 6' S I D E W A L K 6' S I D E W A L K 6' SID E W A L K 5 ' S I D E W A L K 7' S I D E W A L K 6 ' S I D E W A L K 5' S I D E W A L K 8' S I D E W A L K RAIN GARDEN 2 MIN. MEDIA SQFT=428 SQFT TOTAL VOLUME=591 CUFT BOT POND ELEV=4941.7 SPILLWAY ELEV=4942.7 RAIN GARDEN 3 MIN. MEDIA SQFT=397 SQFT TOTAL VOLUME=463 CUFT BOT POND ELEV=4943 SPILLWAY ELEV=4944 FUTURE MAPLE STREET MA P L E S T R E E T CONCRETE FOREBAY 4' CURB CUT & SIDEWALK CHASE N:132723.90 E:186055.17 CONCRETE FOREBAY 4 6 . 6 5 4 6 . 4 1 46 . 3 1 46.60 4 5 . 0 2 45.01 44.99 4 5 . 0 5 45.54 45.69 4 5 . 6 8 45 . 4 8 45 . 3 7 45 . 6 1 45.78 45.88 46.71 4 6 . 4 0 47.13 45 . 3 5 4 5 . 2 7 45.29 44.97 45.17 44.87 46.85 46.61 46. 4 946.57 45.15 4 3 . 7 3 43 . 4 6 43.33 42. 8 8 42.58 43.08 43.19 4 3 . 4 7 4 3 . 8 1 44.03 43.70 43. 7 3 43.79 44.59 45 . 3 0 4 5 . 8 4 46.85 45.21 45.27 45.41 44.13 43.9 9 4 4 . 1 9 44.07 44.05 44.06 4 4 . 3 6 44 . 6 0 4 4 . 8 9 44.9 3 44.17 44 . 2 4 44.30 43 . 6 7 42.72 44.89 44.18 44.66 4 4 . 4 5 44.62 44.65 44.51 44.21 43.16 42. 0 0 4 1 . 5 7 4 1 . 6 9 4 6 . 2 4 47.62 48.87 4 7 . 6 2 4 4 . 7 8 4 5 . 4 6 4 4 . 6 1 4 9 . 6 2 4 7 . 4 5 4 7 . 1 1 4 5 . 2 7 46.88 4 6 . 7 4 4 7 . 1 9 4 7 . 2 9 47 . 8 7 45.54 45.33 HP FFE=47.50 42.58 42.7 2 42.72 43 . 0 0 43.00 4 3 . 0 0 44.5 0 44.4 0 47 . 1 5 TB C 4 6 . 6 9 46 . 9 6 47 . 5 0 4 7 . 5 0 4 7 . 5 0 47.5 0 44.57 44.68 44.86 44 . 8 9 44.68 44 . 9 6 44.98 5 0 . 9 2 ? ? ? 45.74 4 6 . 4 8 46.62 4 5 . 9 0 47.30 47.24 47.18 46.82 4 7 . 0 0 4 6 . 4 7 46.67 42.62 41.61 41.67 4 1 . 7 2 41 . 7 2 41 . 7 2 4 1 . 0 0 STORM DRAIN 5 SEE DETAIL THIS SHEET 0.5 % 1.4% 3. 4 % 44.50 4 5 . 4 8 4 6 . 0 8 45.97 4 5 . 8 0 45.49 46.24 8.1 % 8.0 % 4 5 . 3 2 45.3 0 4 5 . 8 4 UD 6.9 % 8.1% 52.10 LF 8" PVC @ 0.50% BASIN 5B INV. IN=5043.26 (S) INV. OUT=5043.26 (E) FG=5045.50 46.33 LF 8" PVC @ 0.50% BASIN 5C INV. OUT=5043.49 (N) FG=5046.13 44 . 2 4 43 . 6 7 FFE=47.50 43.0 0 43.00 4 3 . 0 0 44 . 5 0 44.4 0 4 6 . 4 8 46.62 47.24 47.18 46.82 4 7 . 0 0 FES 5A INV. IN=5043.00 (W) RAIN GARDEN 3 44.50 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ G r a d \ 1 0 6 7 - 0 0 1 _ G R A D . d w g L A Y O U T N A M E : G 2 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x F L D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ G R A D - L E G ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ C 3 D _ P r o p o s e d ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x G R A D _ O V E R L O T ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 8.SEE THE FLOODPLAIN EXHIBIT (SHEET DR2) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES KEYMAP NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 G2G1 G3 MA T C H L I N E - S E E S H E E T G1 MATCH LINE - SEE SHEET G3 G2 GR A D I N G P L A N 21 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R 3 STORM DRAIN 5 DETAIL E E E G X SS 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E GG G E G G G G G G G E E E E E E E E EFO W W X X X XX X X FO E E G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO W W W W W W W W W W W WCT V CTV CTV SS CT V CTV G E E E E E E E E FO FO FO FO FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO FO FO E E E G E E X X X X X X X W CTV CTVEE E XXXXXX WV WV H2O H2O H2O WVWV WV VAULT ELEC T C S FO FOT T FOFO WV ELEC ELEC ELEC ELEC C S S WV WV WV M W W M W M H2O MH ELECCTELEC VAULT ELEC C S T MH CELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC WVAULT ELECCC util M WV WV H YD X X X X ST WV WV W W H Y D DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN LOT 1 LOT 2 LOT 6 LOT 7 2.9% 4 7 . 9 9 4 8 . 1 0 2.0 % 2.0 % 2.1% 2.1% 2.0% 1. 3 % 1 . 5 % 2 . 1 % PROPOSED CONCRETE BOX CULVERT (BY OTHERS) TIE TO EXISTING DITCH CROSSING LAPORTE AVENUE MA P L E S T R E E T 25. 0 % 25 . 0 % 2 5 . 4 % 4 6 . 6 8 45.43 45.88 45 . 6 7 45 . 4 6 45.88 46.71 46.40 46.88 4 6 . 7 4 4 7 . 1 9 4 7 . 2 9 48.10 48 . 2 6 47 . 8 7 4 7 . 4 5 4 8 . 8 1 4 6 . 3 0 50 . 5 1 47.95 47 . 1 4 47.85 4 8 . 6 7 49 . 8 4 49.53 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ G r a d \ 1 0 6 7 - 0 0 1 _ G R A D . d w g L A Y O U T N A M E : G 3 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 2 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x F L D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ G R A D - L E G ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ C 3 D _ P r o p o s e d ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x G R A D _ O V E R L O T ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY DISCREPANCIES PRIOR TO MOBILIZATION. 7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION. 8.SEE THE FLOODPLAIN EXHIBIT (SHEET DR2) FOR ADDITIONAL INFORMATION REGARDING WORK WITHIN THE FLOODPLAIN AND FLOODWAY. 5.NO CONSTRUCTION OR DEVELOPMENT ACTIVITIES SHALL OCCUR WITHIN 450 FEET OF ANY ACTIVE RED-TAILED HAWK NEST SITES DURING THE PERIOD FROM FEBRUARY 15 THROUGH JULY 15. NOTES: 2.0% (47.45 ) EXISTING SPOT ELEVATION PROPOSED STORM PROPOSED VERTICAL CURB AND GUTTER PROPOSED SWALE CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY 1.THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES KEYMAP NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 G2G1 G3 MATCH LINE - SEE SHEET G2MATCH LINE - SEE SHEET G1 G3 GR A D I N G P L A N 22 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R 5040 5045 5050 5055 5060 5040 5045 5050 5055 5060 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 50 5 3 . 9 6 50 5 3 . 5 8 50 5 4 . 0 6 50 5 4 . 3 8 50 5 4 . 7 0 50 5 4 . 9 4 50 5 5 . 0 3 50 5 4 . 9 9 50 5 4 . 8 1 50 5 4 . 5 6 50 5 4 . 3 1 50 5 4 . 0 6 50 5 3 . 8 1 50 5 3 . 5 5 50 5 3 . 1 8 50 5 2 . 6 7 50 5 2 . 0 2 50 5 1 . 2 2 50 5 0 . 3 7 50 4 9 . 5 2 50 4 8 . 6 7 50 4 7 . 8 2 50 4 7 . 0 8 50 4 6 . 5 0 50 4 6 . 0 7 50 4 5 . 8 0 50 4 5 . 6 4 -1.00% -0.60% -1.53% -3.40 % 1.30% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 5 0 5 3 . 9 6 PV I S T A = 1 0 + 3 1 . 2 5 PV I E L E V = 5 0 5 3 . 4 7 PV I S T A = 1 0 + 3 4 . 4 3 PV I E L E V = 5 0 5 3 . 5 3 105.0' VC HP ELEV = 5055.03 HP STA = 11+79.81 PVI STA = 11+73.02 PVI ELEV = 5055.33 BV C S : 1 1 + 2 0 . 5 2 BV C E : 5 0 5 4 . 6 5 EV C S : 1 2 + 2 5 . 5 2 EV C E : 5 0 5 4 . 8 0 A.D. = 2.30 K = 45.71 106.0' VC PVI STA = 13+94.25 PVI ELEV = 5053.12 BV C S : 1 3 + 4 1 . 2 5 BV C E : 5 0 5 3 . 6 5 EV C S : 1 4 + 4 7 . 2 5 EV C E : 5 0 5 1 . 3 2 A.D. = 2.40 K = 44.16 112.0' VC PVI STA = 16+00.99 PVI ELEV = 5046.09 BC V S : 1 5 + 4 4 . 9 9 BV C E : 5 0 4 7 . 9 9 EC V S : 1 6 + 5 6 . 9 9 EV C E : 5 0 4 5 . 7 5 A.D. = 2.80 K = 40.00 10' CROSSPAN PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5040 5045 5050 5055 5060 5065 5040 5045 5050 5055 5060 5065 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 50 5 3 . 7 1 50 5 3 . 8 8 50 5 4 . 0 6 50 5 4 . 2 4 50 5 4 . 3 4 50 5 4 . 3 2 50 5 4 . 1 7 50 5 3 . 9 4 50 5 3 . 7 1 50 5 3 . 4 8 50 5 3 . 2 5 50 5 3 . 0 2 50 5 2 . 7 2 50 5 2 . 2 8 50 5 1 . 7 0 50 5 0 . 9 7 50 5 0 . 1 4 50 4 9 . 2 9 50 4 8 . 4 4 50 4 7 . 5 9 50 4 6 . 7 7 50 4 6 . 1 0 50 4 5 . 5 9 50 4 5 . 2 4 50 4 5 . 0 4 - 1 2 . 3 5 % -0.92% -3.40 % -0.57% 0.70% PV I S T A = 1 0 + 2 5 . 2 1 PV I E L E V = 5 0 5 3 . 7 0 PV I S T A = 1 0 + 2 7 . 8 6 PV I E L E V = 5 0 5 3 . 3 8 80.0' VC HP ELEV = 5054.35 HP STA = 11+83.03 PVI STA = 11+88.32 PVI ELEV = 5054.51 BV C S : 1 1 + 4 8 . 3 2 BV C E : 5 0 5 4 . 2 2 EV C S : 1 2 + 2 8 . 3 2 EV C E : 5 0 5 4 . 1 4 A.D. = 1.62 K = 49.41 110.0' VC PVI STA = 14+04.88 PVI ELEV = 5052.52 BV C S : 1 3 + 4 9 . 8 8 BV C E : 5 0 5 3 . 0 2 EV C S : 1 4 + 5 9 . 8 8 EV C E : 5 0 5 0 . 6 5 A.D. = 2.48 K = 44.29 111.0' VC PVI STA = 16+14.70 PVI ELEV = 5045.39 BC V S : 1 5 + 5 9 . 2 2 BV C E : 5 0 4 7 . 2 7 EC V S : 1 6 + 7 0 . 1 8 EV C E : 5 0 4 5 . 0 7 A.D. = 2.83 K = 39.26 5040 5045 5050 5055 5060 5040 5045 5050 5055 5060 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 50 5 3 . 4 0 50 5 3 . 5 4 50 5 3 . 7 8 50 5 4 . 0 2 50 5 4 . 2 5 50 5 4 . 3 4 50 5 4 . 2 8 50 5 4 . 0 7 50 5 3 . 8 0 50 5 3 . 5 2 50 5 3 . 2 5 50 5 2 . 9 7 50 5 2 . 6 7 50 5 2 . 2 4 50 5 1 . 6 6 50 5 0 . 9 3 50 5 0 . 0 9 50 4 9 . 2 4 50 4 8 . 3 9 50 4 7 . 5 4 50 4 6 . 7 3 50 4 6 . 0 7 50 4 5 . 5 7 50 4 5 . 2 2 50 4 5 . 0 3 50 4 4 . 8 7 -1.10% -3.40 % -0.63% -1.71%-4.2 9 % 0.96% PV I S T A = 1 0 + 0 3 . 3 0 PV I E L E V = 5 0 5 3 . 7 7 PV I S T A = 1 0 + 3 1 . 2 2 PV I E L E V = 5 0 5 3 . 2 9 PV I S T A = 1 0 + 3 4 . 5 2 PV I E L E V = 5 0 5 3 . 1 5 85.0' VC HP ELEV = 5054.34 HP STA = 11+77.97 PVI STA = 11+80.75 PVI ELEV = 5054.56 BV C S : 1 1 + 3 8 . 2 5 BV C E : 5 0 5 4 . 1 5 EV C S : 1 2 + 2 3 . 2 5 EV C E : 5 0 5 4 . 0 9 A.D. = 2.06 K = 41.17 98.0' VC PVI STA = 13+84.36 PVI ELEV = 5052.32 BV C S : 1 3 + 3 5 . 3 6 BV C E : 5 0 5 2 . 8 6 EV C S : 1 4 + 3 3 . 3 6 EV C E : 5 0 5 0 . 6 5 A.D. = 2.30 K = 42.60 110.8' VC PVI STA = 15+87.22 PVI ELEV = 5045.42 BC V S : 1 5 + 3 1 . 8 0 BV C E : 5 0 4 7 . 3 1 EC V S : 1 6 + 4 2 . 6 4 EV C E : 5 0 4 5 . 0 7 A.D. = 2.77 K = 39.99 6'x18' RCBC STA.=14+36.86 INV.=5043.03 1.6' 6'x18' RCBC STA.=14+26.16 INV.=5042.98 6'x18' RCBC STA.=14+47.55 INV.=5043.08 1' 1' G G G G G G G G G G G G G G G G G G G G E X X X X X M M CC u t i l M X X X 7 2 ' R O W 5 0 '  -  72 ' R O W 1 4 ' U T I L I T Y E A S E M E N T 9' UTILITY E A S E M E N T 9' UTILITY E A S E M E N T PROP O S E D 5 ' S I D E W A L K PROPOSE D 5 ' S I D E W A L K PROPOSE D 5 ' S I D E W A L K PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 18" VERTICAL CURB & GUTTER 9' UTILITY E A S E M E N T 50 ' - LAPORTE AVENUE SEE SHEET ## PROPOSED RAMP PROPOSED REINFORCED BOX CULVERT PROPOSED RAMP 6' CONCRETE CROSSPAN R25' PROPOSED RAMPS TYPE I DRIVE CUT STOP SIGN PROPOSE D 5 ' S I D E W A L K PROP O S E D 5 ' S I D E W A L K STORM DRAIN LINE 3 SEE SHEET ST3 L A P O R T E A V E N U E LOT 1 LOT 2 LOT 6 LOT 4 LOT 7 MAPLE ST R E E T R25' R25' Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r t \ 1 0 6 7 - 0 0 1 _ S T R E E T A . d w g L A Y O U T N A M E : R 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x S T R T _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP R1 R2 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT 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 R2 LEFT FLOWLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) R1 PL A N & P R O F I L E MA P L E S T R E E T 23 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 5036 5040 5045 5050 5055 5060 5036 5040 5045 5050 5055 5060 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 5035 5040 5045 5050 5055 5035 5040 5045 5050 5055 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 5035 5040 5045 5050 5055 5035 5040 5045 5050 5055 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 50 4 5 . 3 4 50 4 5 . 1 9 50 4 5 . 0 4 50 4 4 . 9 6 50 4 5 . 0 2 50 4 5 . 2 4 50 4 5 . 6 2 2.25% -0.60% 115.0' VC LP ELEV = 5044.96 LP STA = 18+01.76 PVI STA = 18+35.05 PVI ELEV = 5044.68 BC V S : 1 7 + 7 7 . 5 5 BV C E : 5 0 4 5 . 0 3 EC V S : 1 8 + 9 2 . 5 5 EV C E : 5 0 4 5 . 9 8 A.D. = 2.85 K = 40.35 FUTURE GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND (-0.60%) 2.25% -4.00 % -1.00% PV I S T A = 2 3 + 0 5 . 1 3 PV I E L E V = 5 0 3 9 . 1 2 200.0' VC HP ELEV = 5047.22 HP STA = 19+83.61 PVI STA = 20+11.62 PVI ELEV = 5048.66 BV C S : 1 9 + 1 1 . 6 2 BV C E : 5 0 4 6 . 4 1 EV C S : 2 1 + 1 1 . 6 2 EV C E : 5 0 4 4 . 6 6 A.D. = 6.25 K = 32.00 120.0' VC PVI STA = 22+31.74 PVI ELEV = 5039.85 BV C S : 2 1 + 7 1 . 7 4 BV C E : 5 0 4 2 . 2 5 EV C S : 2 2 + 9 1 . 7 4 EV C E : 5 0 3 9 . 2 5 A.D. = 3.00 K = 40.00 2.25% -4.00 % -1.00% PV I S T A = 2 3 + 0 5 . 1 3 PV I E L E V = 5 0 3 9 . 1 2 200.0' VC HP ELEV = 5047.22 HP STA = 19+83.61 PVI STA = 20+11.62 PVI ELEV = 5048.66 BV C S : 1 9 + 1 1 . 6 2 BV C E : 5 0 4 6 . 4 1 EV C S : 2 1 + 1 1 . 6 2 EV C E : 5 0 4 4 . 6 6 A.D. = 6.25 K = 32.00 120.0' VC PVI STA = 22+31.74 PVI ELEV = 5039.85 BV C S : 2 1 + 7 1 . 7 4 BV C E : 5 0 4 2 . 2 5 EV C S : 2 2 + 9 1 . 7 4 EV C E : 5 0 3 9 . 2 5 A.D. = 3.00 K = 40.00 FUTURE GRADE PROPOSED GRADE 50 4 6 . 1 4 50 4 6 . 6 8 50 4 7 . 0 4 50 4 7 . 2 0 50 4 7 . 1 7 50 4 6 . 9 5 50 4 6 . 5 3 50 4 5 . 9 1 50 4 5 . 1 0 50 4 4 . 1 2 50 4 3 . 1 2 50 4 2 . 1 2 50 4 1 . 2 2 50 4 0 . 4 7 50 3 9 . 8 9 50 3 9 . 4 5 50 3 9 . 1 7 24" RCP STORM STA.=18+05.78 INV.=5039.75 50 4 4 . 7 5 50 4 4 . 6 1 50 4 4 . 4 7 50 4 4 . 3 3 50 4 4 . 2 4 50 4 4 . 3 7 50 4 4 . 5 7 50 4 4 . 9 0 -0.57%-0.50%0.50% PV I S T A = 1 7 + 9 3 . 6 4 PV I E L E V = 5 0 4 4 . 3 6 PV I S T A = 1 8 + 2 1 . 2 0 PV I E L E V = 5 0 4 4 . 2 2 PV I S T A = 1 9 + 2 4 . 5 5 PV I E L E V = 5 0 4 5 . 3 5 78.2' VC PVI STA = 18+85.44 PVI ELEV = 5044.54 BC V S : 1 8 + 4 6 . 3 3 BV C E : 5 0 4 4 . 3 5 EC V S : 1 9 + 2 4 . 5 5 EV C E : 5 0 4 5 . 3 5 A.D. = 1.56 K = 50.06 2.06% -4.00 % -1.00% PV I S T A = 1 9 + 2 4 . 5 5 PV I E L E V = 5 0 4 5 . 3 5 PV I S T A = 2 3 + 4 1 . 1 1 PV I E L E V = 5 0 3 8 . 4 3 197.2' VC HP ELEV = 5046.57 HP STA = 20+17.48 PVI STA = 20+49.00 PVI ELEV = 5047.92 BV C S : 1 9 + 5 0 . 4 0 BV C E : 5 0 4 5 . 8 8 EV C S : 2 1 + 4 7 . 6 0 EV C E : 5 0 4 3 . 9 7 A.D. = 6.06 K = 32.53 120.0' VC PVI STA = 22+67.73 PVI ELEV = 5039.17 BV C S : 2 2 + 0 7 . 7 3 BV C E : 5 0 4 1 . 5 7 EV C S : 2 3 + 2 7 . 7 3 EV C E : 5 0 3 8 . 5 7 A.D. = 3.00 K = 40.00 50 4 4 . 5 6 50 4 4 . 4 0 50 4 4 . 2 7 50 4 4 . 3 5 50 4 4 . 5 8 50 4 5 . 0 0 -0.63%-0.50%0.50% PV I S T A = 1 7 + 5 6 . 4 5 PV I E L E V = 5 0 4 4 . 3 6 PV I S T A = 1 7 + 7 9 . 4 2 PV I E L E V = 5 0 4 4 . 2 4 68.3' VC PVI STA = 18+31.41 PVI ELEV = 5044.50 BC V S : 1 7 + 9 7 . 2 7 BV C E : 5 0 4 4 . 3 3 EC V S : 1 8 + 6 5 . 5 5 EV C E : 5 0 4 5 . 3 5 A.D. = 1.97 K = 34.57 2.47% -4.00 % -1.00% PV I S T A = 2 2 + 6 9 . 1 4 PV I E L E V = 5 0 3 8 . 4 3 186.9' VC HP ELEV = 5046.61 HP STA = 19+52.04 PVI STA = 19+74.06 PVI ELEV = 5048.03 BV C S : 1 8 + 8 0 . 6 1 BV C E : 5 0 4 5 . 7 2 EV C S : 2 0 + 6 7 . 5 1 EV C E : 5 0 4 4 . 3 0 A.D. = 6.47 K = 28.87 120.0' VC PVI STA = 21+95.76 PVI ELEV = 5039.17 BV C S : 2 1 + 3 5 . 7 6 BV C E : 5 0 4 1 . 5 7 EV C S : 2 2 + 5 5 . 7 6 EV C E : 5 0 3 8 . 5 7 A.D. = 3.00 K = 40.00 FUTURE GRADE EXISTING GROUND PROPOSED GRADE FUTURE GRADE PROPOSED GRADE 50 4 5 . 5 8 50 4 6 . 1 4 50 4 6 . 4 8 50 4 6 . 6 0 50 4 6 . 5 1 50 4 6 . 2 1 50 4 5 . 6 8 50 4 4 . 9 4 50 4 4 . 0 0 50 4 3 . 0 0 50 4 2 . 0 0 50 4 1 . 0 2 50 4 0 . 1 9 50 3 9 . 5 1 50 3 8 . 9 9 50 3 8 . 6 3 PROPOSED INLET 24" RCP STORM STA.=18+30.99 INV.=5039.70 FUTURE GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND FUTURE GRADE PROPOSED GRADE 50 4 5 . 3 6 50 4 5 . 8 7 50 4 6 . 3 0 50 4 6 . 5 3 50 4 6 . 5 7 50 4 6 . 4 1 50 4 6 . 0 7 50 4 5 . 5 3 50 4 4 . 8 0 50 4 3 . 8 8 50 4 2 . 8 8 50 4 1 . 8 8 50 4 0 . 9 1 50 4 0 . 1 0 50 3 9 . 4 4 50 3 8 . 9 4 50 3 8 . 5 9 EXISTING GROUND G G G G G G G G X X XXXXXXX OH E OH E X S SS SS SS X 7 2 ' R O W LAPORTE AVENUE LLC 9' U T I L I T Y E A S E M E N T 9' UTILITY EASEMENT 9' UT I L I T Y E A S E M E N T 5 0 '  -  7 2 ' R O W 5 0 ' - PROPOSED 30" VERTICAL CURB & GUTTER 8' T R A I L EDGE OF TEMPORARY TURNAROUND (RECYCLED ASPHALT) PROPOSED 5' SIDEWALK MAPLE STREET (FUTURE ROAD EXTENSION) R25' R25' R28' R28' R50' LOT 5 LOT 4 STORM DRAIN LINE 2 SEE SHEET ST1 LOT 6 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r t \ 1 0 6 7 - 0 0 1 _ S T R E E T A . d w g L A Y O U T N A M E : R 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x S T R T _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP R1 R2 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT L I N E M A T C H S T A 1 7 + 0 0 ST A MA T C H L I N E SE E S H E E T 17 + 0 0 R1 LEFT FLOWLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MAPLE STREET SCALE : 1" = 40' (H) 1" = 5' (V) R2 PL A N & P R O F I L E MA P L E S T R E E T 24 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 X X X X X X X X X X C C u t i l X X X X 72 ' R O W 9' UTIL I T Y E A S E M E N T 9' UTILITY EASEMENT PRO P O S E D 5 ' S I D E W A L K PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER 9' UTILITY EASEMENT 50 ' - PROPOSED CULVERT TYPE I DRIVE CUT PROPOSED 5' SIDEWALK LOT 6 LOT 4 MAPLE STREET 7 2 ' R O W 5 0 ' F L - F L 7 1 1 10' T R A V E L L A N E 5' BI K E L A N E / 3 ' B U F F E R 7' PA R K I N G L L 1 7 7 1 1 17 10' T R A V E L L A N E 5' BI K E L A N E / 3 ' B U F F E R 7' PA R K I N G 10' TRAVEL LANE 5' BIKE LANE/3' BUFFER 7' PARKING 10' TRAVEL LANE 5' BIKE LANE/3' BUFFER 7' PARKING 1 1 11 P0TS ###XXX ST 1 3 3 1 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r t \ 1 0 6 7 - 0 0 1 _ S T R T S T R P . d w g L A Y O U T N A M E : R 3 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x S T R T _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT R3 SI G N A G E & S T R I P I N G P L A N 25 A MAPLE STREET STRIPING YELLOW ISLAND CROSS HATCHING10 WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" 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 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'9'3'9'3'6" 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 FORT COLLINS STANDARDS 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 CITY 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 RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY 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: 3'9'3'9'3'8" 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 30'10'30'10' 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 U D TF UD UD U D X X X X GV X X X X X X X X X X X X X X X X X X X X X 7 2 ' R O W PR O P O S E D 5 ' S I D E W A L K PR O P O S E D 5 ' S I D E W A L K PR O P O S E D 3 0 " V E R T I C A L 9' U T I L I T Y E A S E M E N T 5 0 ' - 8' T R A I L LOT 4 17' (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) 38' (TYP.) 9' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 9' (TYP.) 19' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 24 ' F L - F L 24 ' F L - F L 24' FL-F L 9' (TYP.) 23' 23' 24' 23' 22' 17' (TYP.) 24' 24' 22' 4' CONCRETE CHANNEL 20' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 5' NO PARKING 24' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 10' UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 30' SANITARY SEWER EASEMENT 10' T R A V E L L A N E 5' B I K E L A N E / 3 ' B U F F E R 7' P A R K I N G 10' T R A V E L L A N E 5' B I K E L A N E / 3 ' B U F F E R 7' P A R K I N G P0TS ###XXX ST P0TS ###XXX ST P FIRE LANE P FIRE LANE P FIRE LANE DEAD END BARRICADE RESERVED PARKING TYPE 3 BARRICADE LOT 6 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r t \ 1 0 6 7 - 0 0 1 _ S T R T S T R P . d w g L A Y O U T N A M E : R 4 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 7 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x S T R T _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 KEYMAP R4 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT R4 SI G N A G E & S T R I P I N G P L A N 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 X X X M M VAULT ELECCC util M X X X X X X 5 3 . 2 8 52.8 0 5 3 . 4 0 5 3 . 1 5 53 . 4 2 53.4 7 54 . 8 1 0.5% 100' CROWN TRANSITION 1 . 5 % 1. 0 % 2.2% 2.3% 54.1 3 54.1 1 LAPORTE AVENUE WILLIAM S. ECKERT LOT 1 MA P L E S T R E E T PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 6' SIDEWALK 5' S I D E W A L K 5' S I D E W A L K 50' FL-FL 72' ROW 80 ' R O W (53.45) 54.16 53.87 5 3 . 6 0 53.98 53.71 53.7 5 0.7% 53 . 6 2 0.2% 0.5% 1.3% 0. 5 % 0. 7 % 0. 9 % 54.4 4 1.4% 1.7% 53 . 9 6 53 . 8 8 0. 7 % 1. 0 % 54.0 7 0.6% 1.2% 53 . 7 8 53.6 4 0. 7 % 1. 0 % 1. 5 % 1. 5 % 1. 5 % X X X X XX 44. 7 8 4 5 . 3 2 45. 5 7 49.4 1 49 . 1 4 48.6 5 47.6 2 44. 6 1 45 . 4 2 45.72 45.7 0 4 9 . 1 5 48.55 45. 4 5 46 . 9 5 4 7 . 1 8 45.41 4.2% 4.2% 44.22 44. 3 6 44. 2 5 44. 4 5 44. 6 1 44. 2 7 LAPORTE AVENUE LLC LOT 6 LOT 5 LOT 4 MAP L E S T R E E T PROPOSED 6' CONCRETE CROSSPAN 44. 5 8 44. 8 9 PROPOSED VERTICAL CURB & GUTTER 5' SID E W A L K R50' R28' R28' R25' R25' 7 2 ' R O W 5 0 ' F L - F L 8' S I D E W A L K 44. 6 7 44. 5 6 44 . 8 6 44.89 4 4 . 6 8 44.65 44. 9 6 44. 9 8 0.7% 4.9% 4.7% 45. 0 8 44. 9 6 45. 2 7 2 . 4 % 2 . 5 % 2 . 2 % 2 . 2 % 2 . 3 % 0.4% 1.0% MA P L E S T R E E T 48.81 47.55 46.40 46.72 46. 7 1 45. 8 8 47 . 4 5 49.49 48.81 46.40 47.09 2. 3 % 2. 2 % 2. 3 % 2. 3 % 47.14 3.4 % 3.4 % 47.68 48.23 2. 2 % 2. 2 % 3. 2 % 1.9% 47.55 5 0 ' F L - F L 7 2 ' R O W 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K R25' R25' LOT 6 LOT 4 PROPOSED GRAVEL DRIVE PROPOSED VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED PRIVATE 18" VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER PROPOSED TYPE 1 DRIVE CUT PROPOSED PRIVATE 18" VERTICAL CURB & GUTTER 24 ' F L - F L 3.4 % 3.1 % 3.4 % 3.1 % 47.19 4 6 . 7 5 47 . 2 9 46.87 48.31 49.27 48.47 PROPOSED 6" CURB 49.36 48.50 47.87 48.18 3.9 % 5 . 1 % Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ S t r t \ 1 0 6 7 - 0 0 1 _ I N T . d w g L A Y O U T N A M E : I N T 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ C 3 D _ R o a d s ] [ 1 0 6 7 - 0 0 1 _ x S T R T _ l e g ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 INT1 IN T E R S E C T I O N D E T A I L S NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 KEYMAP INTERSECTION DETAIL (INTERIM & ULTIMATE LAPORTE AVE)A INTERSECTION DETAILB EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 4.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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED ASPHALT INTERSECTION DETAILC A C B 27 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 100 101 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 FLAT-TOP MANHOLE 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 STANDARD MANHOLESEWER BEDDING REQUIREMENTS 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 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ U t i l i t y D e t a i l s . d w g L A Y O U T N A M E : D 1 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D1 UT I L I T Y D E T A I L S 28 102 STANDARD SEWER SERVICE 103 POURED INVERT 1 IN. MIN. SLOPE PRECAST MANHOLE BASE ALTERNATE BASE 6 IN. 8 IN. MIN 8 IN. MIN. 2 IN. MIN. MIN. MANHOLEPIPE SIZE MANHOLE SHALL BE AS FOLLOWS: MINIMUM INSIDE DIAMETER OF OVER 30 INCHES 18 IN. TO 30 IN. 15 IN. OR LESS DIAMETER 72 IN. 60 IN. 48 IN. PRE-FORMED PLASTIC GASKET GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET 12 IN. 6 IN. 5 FT. MAX. 1 IN./FT. SLOPE 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. AS NEEDED SEE TABLE FINISHED GRADE 16 IN. MAX. 28 IN. MAX. CAST-IN-PLACE CONCRETE BASE ASTM C-478 MANHOLE SECTIONS OF CONICAL TOP ASTM C-478 CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE NOTE: IF MANHOLE DEPTH IS LESS THAN 3 FEET, TOP SECTION SHALL HAVE A CONCENTRIC OPENING. 2 IN. MIN. FLAT SLAB TOP SECTION IN LIEU FLAT-TOP MANHOLE WW-5 106 TYPICAL WATER SERVICE TAP CONNECTION FOR CATHODICALLY PROTECTED MAIN104 TRACER WIRE DETAIL105 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 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 GRADE ADJUSTMENT (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 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) 201 STANDARD CONCRETE THRUST BLOCKS200WATER MAIN BEDDING REQUIREMENTS 202 FIRE HYDRANT INSTALLATION Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ U t i l i t y D e t a i l s . d w g L A Y O U T N A M E : D 2 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 8 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D2 UT I L I T Y D E T A I L S 29 STEEL CASING DETAIL204 205 STANDARD EXTERIOR SETTING FOR 1-1/2" AND 2" WATER METERS 206 STANDARD EXTERIOR SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A 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 WATER MAIN LOWERING207 WATER MAIN LOWERING GRAVITY BLOCKS203 A A SECTION A-A PLAN VIEW DIRECTION OF FLOW L W 6.0" DIRECTION OF FLOW 6.0" TYP.1" NOTCH 6.0"12.0" 6.0" 6.0" 6.0" 6.0" 6.0" CONCRETE RUN DOWN AND FOREBAY ARE PRIVATELY OWNED AND MAINTAINED 1" NOTCH FLOWLINE OF NOTCH FINISH GROUND OF RAIN GARDEN 2"X6" NOTCH UPSTREAM CONCRETE RUNDOWN UPSTREAM CONCRETE RUN DOWN BIO RETENTION SAND MEDIA HALF INCH EXPANSION JOINT TO BE INSTALLED BETWEEN CONCRETE RUNDOWN & FOREBAY PROPOSED NATIVE MATERIAL SUBBASE CONCRETE FOREBAY CONCRETE FOREBAY 400 401 CONCRETE END SECTIONSSTANDARD MANHOLESTORMWATER BEDDING REQUIREMENTS Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ D r n g D e t a i l s . d w g L A Y O U T N A M E : D 3 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D3 DR A I N A G E D E T A I L S 30 403 CONCRETE TRICKLE PAN407 SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B 401 CONCRETE SIDEWALK CULVERT DETENTION POND DEPTH GAUGE410 408 CONCRETE FOREBAY DETAIL Forebay Summary Forebay ID DEPTH (in)Length (ft)Width (ft) RG 1 12 3 4 RG 2 12 4.5 2 RG 3 12 3 4 STM 3 12 3 6 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ D r n g D e t a i l s . d w g L A Y O U T N A M E : D 4 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D4 DR A I N A G E D E T A I L S 31 501 SINGLE CURB INLET TYPE-13 INLET300 REV D7001-110-397DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-25-10DATE EBCDRAWN BY 03-11-16 NMH 8" - 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.)4" MIN ON 8" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 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. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. THIS 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. ® ©2013 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 406 NYLOPLAST AREA DRAIN w/ DOME GRATE 120° 90° 60° A SCREEN SLOT TABLE A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 4"3 (MIN.) - 6 (MAX.)1.06"-1.50"0.032"14 1/2"-3/4"1.90-3.15 SQ. IN. NOTES: 1."SLOTTED HDPE" AND "PERFORATED HDPE" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS IN THIS PLAN SET. 2.ALTERNATE SLOT DIMENSIONS AND PERFORATIONS REQUIRE EXPLICIT APPROVAL OF THE ENGINEER. 401 DIMENSIONS FOR PERFORATED HDPE PIPE407RAIN GARDEN CLEANOUT DETAIL 12" MIN. SEE RAIN GARDEN DETAIL Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ D r n g D e t a i l s . d w g L A Y O U T N A M E : D 5 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D5 DR A I N A G E D E T A I L S 32 BIORETENTION DETAIL600 D5 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" M I N 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" M I N 30" MIN 12 " M A X 1 GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18 " M I N 4" 12 " M A X 30 " M I N 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2.ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3.AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" M I N 8" M I N 4" 8" NATIVE SOIL ZONE FLAT APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILSTORMWATER BIORETENTION DECEMBER 2018 HEM D-53 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C.Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1.P-Index of less than 30 2.pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3.Cation Exchange Capacity (CEC) greater than 10 4.Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5.BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A.Sand 1.BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B.Shredded Paper 1.BSM shall consist of 5-10% shredded paper by volume. 2.Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3.Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C.Topsoil 1.BSM shall consist of 5-10% topsoil by volume. 2.Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3.Onsite, native material shall not be used as topsoil. 4.Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5.Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6.Contractor shall certify that topsoil meets these specifications. D.Leaf Compost 1.BSM shall consist of 10-20% leaf compost by volume. 2.Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3.The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4.Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5.Compost material shall also meet the following criteria: a.100 percent of the material shall pass through a 1/2 inch screen b.PH of the material shall be between 6.0 and 8.4 c.Moisture content shall be between 35 and 50 percent d.Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e.Maturity indicator expressed as Carbon to Nitrogen ration < 12 f.Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g.Minimum organic matter shall be 40 percent dry weight basis h.Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i.Phosphorus content shall be no greater than 325 parts per million j.Heavy metals (trace) shall not exceed 0.5 parts per million k.Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l.Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A.General 1.Refer to project specifications for excavation requirements. B.Placement Method 1.BSM material shall be spread evenly in horizontal layers. 2.Thickness of loose material in each layer shall not exceed 9-inches. 3.Compaction of BSM material is not required. 601 BIORETENTION SAND MEDIA SPECIFICATIONS 603 WATER QUALITY OUTLET STRUCTURE BARNES SERIES 3SEL-L - 3HP PUMP (0.6CFS @ 13FT HEAD) FREE-STANDING FLOAT SWITCH 3" UNION 3" SWING CHECK ELECTRIC POWER LINE IN CONDUIT (LOCATION AND INSTALLATION TO BE DETERMINED BY ELECTRICIAN) MANHOLE BASE E 606 D5 STORM LINE 1 MANHOLE WITH PUMP ON/OFF AND DISCONNECT PIPE SUPPORT FINISHED GROUND 3" PVC (ELEVATIONS PER STORM 1 PLAN AND PROFILE) 1' 1' 0.5' CONCRETE HEADWALL 409 D5 EMERGENCY OVERFLOW WEIR DETAIL TOP OF WALL (B) MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) BURIED RIPRAP TYPE- L (TYP.)TOP OF WALL (C) Pond 1 ELEV 1 5037.0 ELEV 2 5038.0 ELEV 3 5039.0 D wq (FT)1.00 Ws (FT)4.00 Ls (FT)4.00 HOLE DIA (INCH) 4/9 # ROWS 2 # COLUMNS 1 100-YR ORIFICE (INCH)N/A SPILLWAY ELEV.5042.0 Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ S i t e D e t a i l s . d w g L A Y O U T N A M E : D 7 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D7 SI T E D E T A I L S 33 700 CURB AND GUTTER/SIDEWALK GENERAL NOTES: 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS. STREET INTERSECTION GUTTER DETAIL701 CORNER AND MID-BLOCK RAMP DETAIL702 704 STANDARD DRIVEWAY APPROACH (TYPE I)705 STANDARD SIDEWALK DETAIL 806 TRUNCATED DOME WARNING Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ S i t e D e t a i l s . d w g L A Y O U T N A M E : D 8 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D8 SI T E D E T A I L S 34 800 SIGN POST DETAIL BICYLCE LANE MARKING805 FIRE ACCESS INSTALLATION DETAIL802 804 DEAD END BARRICADE) FIRE ACCESS ROAD SIGNS801 STREET NAME SIGN803 806 HANDICAP PARKING DETAIL 807 GRAVEL MAINTENANCE ACCESS ROAD Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D e t a i l s \ 1 0 6 7 - 0 0 1 _ B R D G _ D E T L . d w g L A Y O U T N A M E : D 8 D A T E : N o v 1 4 , 2 0 2 3 - 6 : 5 9 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 D8 BO X C U L V E R T D E T A I L 35 E X X X 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G G G G G E EG E E X X X X E G G G G G G G G G G W W W W W FO FO FO FO FO W W W W W W CTV G E E E E E E W W G G FO FO FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E FO FO FO T E OHE FO X X ELEC V.P. V.P. X X X X X GV X E X ELEC ELEC V.P. E E AC AC CONTROL IRR V.P. V.P. X X X X X X X X X X X X X X X X X X X X X X S S X X XXXXX OH E OH E 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 XX X X X X G OH E T T T T CTV CTVEE XXX 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S WV WV H2O H2O H2O WVWVWV VAULT ELEC T CS FO FO T T FOFO WV VAULT F.O. AC AC AC ELEC ELEC ELEC ELEC C S S WV WV WVM W W M W M H2O AC V.P. V.P. GAS V.P. V.P. MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T C C H2OW TELEC VAULT F.O. VAULT ELEC CS T GAS V.P. MH V.P. V.P. V.P. CELEC ELEC ELEC M C T T ELEC ELEC ELEC 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S X X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC E E E E E E E E E E E E E E E E E E E E WVAULT ELECCC util M W WV WV H Y D X X WV W CS SS W X W W CT V CT V CT V CT V CT V CT V G G G G G G G CT V G G E E X X X X X X X X GATE CC VAULT CABLE WVWV HY D SF SF S F S F S F SF SF SF SF SF SF SF SF SF LAPORTE AVENUE GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN SF SF SF SF SF SF SF S F S F S F S F SFSFSFSFSFSF S F S F S F S F S F S F S F S F SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F L O D L O D L O D LO D LO D L O D L O D LOD LOD LOD LOD LODLODLODLODLOD LO D L O D L O D L O D LO D LOD LOD LO D LO D LO D L O D L O D LO D LO D LO D LOD LO D LO D LO D LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D LOD LOD LO D L O D L O D LO D LOD LO D LOD LO D LO D LO D LOD LO D LODLOD LOD LOD L O D L O D LO D L O D LO D LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LO D SFSFSFSFSF S F S F S F S F S F SF SF 10,000 SQ. FT STABILIZED STAGING AREA EXISTING ONE-STORY BUILDING EXISTING ONE-STORY BUILDING EXISTING ONE-STORY STRUCTURE EXISTING STRUCTURES EXISTING BRIDGE L A R I M E R C O U N T Y C A N A L # 2 EXISTING CONCRETE LOADING DOCK EXISTING ASPHALT NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE EXISTING BRIDGE EXISTING SANITARY SEWER TO BE ABANDONED AND PLUGGED AT MAIN EXISTING ACCESS ROAD EXISTING GATE NO CONSTRUCTION ACCESS FROM FORNEY STREET SF SF SF SF 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) 4 : 1 4:1 7:1 6:1 4 : 1 4:1 5 : 1 4:1 4 : 1 10 : 1 S OHE OHE OHE 12" SS 12" SS X X 6 " S S 6 " S S V . P . V . P . C.O. X X S F S F SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF S F S F S F L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D S F S F S F SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF S F S F Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ E R O S . d w g L A Y O U T N A M E : E C 1 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E R O S _ l e g ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 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 FOR SALUD FAMILY HEALTH CENTER DATED NOVEMBER 15, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATION. 6.ANY TRACK-OUT OR DEBRIS ON ADJACENT ROADWAYS MUST BE CLEANED UP IMMEDIATELY. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF MUSEEDING & MULCH (SEE LANDSCAPE PLANS) LIMITS OF PROPOSED GRADING DISTURBANCE LOD KEYMAP ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH EC1 IN I T I A L E R O S I O N C O N T R O L P L A N MATCHLINE - SEE TOP RIGHT NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R EC1 36 MATCHLINE - SEE BOTTOM LEFT Total Area Disturbance 13.3 acres Total Onsite Area Disturbance 11.93 acres Total Offsite Area Disturbance 1.37 acres Total Storage/Staging Area 10,000 sf (Estimate) Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A Percent of Existing Vegtative Cover 75%Density Existing Soil Type Type C Sandy Lean Clay (CL) Typical Groundwater Depth 10-ft Phases with Project N/A Total Volume Export/Import (-)1,639 cuyd export Total Area of stockpiling or fill or borrow areas off site N/A Steepest Slope 4:1 Distance from Sensitive Area 250 ft 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 SEE SHEETS EX1 - EX3 FOR DETAILED EXISTING CONDITIONS AND DEMOLITION PLAN EXISTING STRUCTURES EXISTING ASPHALT EXISTING CONCRETE INITIAL EROSION CONTROL LEGEND: 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G E E E E X X X X E G G G G G G G G G G FO FO FO FO FO W W W W W W CTV E E E E FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E E ELEC X X X X X GV X X X X X X X X X X X X X X X X X X S S X X XXXX OH E OH E X X X X X X X X X X X X X X X CTV CTVEE XXX WV WV H2O H2O H2O WVWVWV VAULT ELEC T CS FO FO T T FOFO WV ELEC ELEC ELEC ELEC C S S WV WV WVM W W M W M H2O MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T H2OW TELEC VAULT ELEC CS T MH CELEC ELEC ELEC M C T T ELEC ELEC ELEC X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC E E E E E E E E E E E E E E E E E E E E WVAULT ELECCC util M WV WV H Y D X X W CS SS W X W W CT V CT V CT V CT V CT V CT V G G G G G G G CT V G G E E X X X X X X X X GATE CC VAULT CABLE WVWV HY D E EEE 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 G G G G G TF S E E E E E G G G G G E FDC EG E E E EM T S W S W S W GMT FWE E E E E E E E E 40-LF NORTH AMERICAN GREEN P300 TURF REINFORCEMENT MAT OR APPROVED EQUAL. LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 MA P L E S T R E E T FUTURE MAPLE STREET GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN L O D L O D L O D LO D LO D L O D L O D LOD LOD LOD LOD LODLODLODLODLOD LO D L O D L O D L O D LO D LOD LOD LO D LO D LO D L O D L O D LO D LO D LO D LOD LO D LO D LO D LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D LOD LOD LO D L O D L O D LO D LOD LO D LOD LO D LO D LO D LOD LO D LODLOD LOD LOD L O D L O D LO D L O D LO D LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LO D EXISTING ONE-STORY STRUCTURE L A R I M E R C O U N T Y C A N A L # 2 EXISTING ACCESS ROAD DETENTION POND RAIN GARDEN 1 RAIN GARDEN 2 RAIN GARDEN 3 PROPOSED BUILDING SF SF S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F SFSFSFSFSF S F S F SF S F S F SF SFSFSFSFSFSFSF S F S F S F S F S F S F S F SF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF S F S F S F S F SF SF SF SF SF CONCRETE SPILLWAY CONCRETE SPILLWAY STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 3 SEE SHEET ST3 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) 30' SANITARY SEWER EASEMENT LARIMER COUNTY CANAL #2 DITCH EASEMENT (WIDTH VARIES) 10' UTILITY EASEMENT 15' GRAVEL MAINTENANCE ACCESS ROAD 12' PUBLIC ACCESS EASEMENT 87' LARIMER COUNTY CANAL #2 DITCH EASEMENT 20' UTILITY EASEMENT SANITARY SEWER A SEE SHEET SS1 20' EMERGENCY ACCESS EASEMENT 29.5' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT EXISTING GATE NO CONSTRUCTION ACCESS FROM FORNEY STREET 10,000 SQ. FT STABILIZED STAGING AREA 4 : 1 4:1 7:1 6:1 4 : 1 4:1 5 : 1 4:1 4 : 1 10 : 1 S OHE OHE OHE 12" SS 12" SS X X 6 " S S 6 " S S V . P . V . P . C.O. X X L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D S F S F S F SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF S F S F Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ E R O S . d w g L A Y O U T N A M E : E C 2 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E R O S _ l e g ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 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 FOR SALUD FAMILY HEALTH CENTER DATED NOVEMBER 15, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATION. 6.ANY TRACK-OUT OR DEBRIS ON ADJACENT ROADWAYS MUST BE CLEANED UP IMMEDIATELY. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF MUSEEDING & MULCH (SEE LANDSCAPE PLANS) LIMITS OF PROPOSED GRADING DISTURBANCE LOD KEYMAP ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH EC2 IN T E R I M E R O S I O N C O N T R O L P L A N MATCHLINE - SEE TOP RIGHT NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R EC2 37 MATCHLINE - SEE BOTTOM LEFT Total Area Disturbance 13.3 acres Total Onsite Area Disturbance 11.93 acres Total Offsite Area Disturbance 1.37 acres Total Storage/Staging Area 10,000 sf (Estimate) Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A Percent of Existing Vegtative Cover 75%Density Existing Soil Type Type C Sandy Lean Clay (CL) Typical Groundwater Depth 10-ft Phases with Project N/A Total Volume Export/Import (-)1,639 cuyd export Total Area of stockpiling or fill or borrow areas off site N/A Steepest Slope 4:1 Distance from Sensitive Area 250 ft 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 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W 20" W CTV CTV CTV CTV CTV G G G G G G G G G G G G G E E E E G G G E E E E X X X X E G G G G G G G G G G FO FO FO FO FO W W W W W W CTV E E E E FO FO FO OHE OHE OHE OHE OHE FO FO FO FO FO E E ELEC X X X X X GV X X X X X X X X X X X X X X X X X X S S X X XXXX OH E OH E X X X X X X X X X X X X X X X CTV CTVEE XXX WV WV H2O H2O H2O WVWVWV VAULT ELEC T C S FO FO T T FOFO WV ELEC ELEC ELEC ELEC CS S WV WV WVM W W M W M H2O MH ELECC ELEC M T C ELEC ELEC ELEC ELEC T H2OW TELEC VAULT ELEC C S T MH CELEC ELEC ELEC M C T T ELEC ELEC ELEC X X VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC CABLE VAULT ELEC E E E E E E E E E E E E E E E E E E E E WVAULT ELECCC util M WV WV HYD X X W CS SS W X W W CT V CT V CT V CT V CT V CT V G G G G G G G CT V G G E E X X X X X X X X GATE CC VAULT CABLE WVWV HY D E EEE 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 G G G G G TF S E E E E E G G G G G E FDC EG E E E EM T S W S W S W GMT FWE E E E E E E E E STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 2B SEE SHEET ST2 STORM DRAIN 3 SEE SHEET ST3 LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN GABRIEL PROPERTIES, LLC DAVID & GRETCHEN OSBORN L O D L O D L O D LO D LO D L O D L O D LOD LOD LOD LOD LODLODLODLODLOD LO D L O D L O D L O D LO D LOD LOD LO D LO D LO D L O D L O D LO D LO D LO D LOD LO D LO D LO D LO D LODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D LOD LOD LO D L O D L O D LO D LOD LO D LOD LO D LO D LO D LOD LO D LODLOD LOD LOD L O D L O D LO D L O D LO D LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LO D EXISTING ONE-STORY STRUCTURE L A R I M E R C O U N T Y C A N A L # 2 EXISTING ACCESS ROAD MA P L E S T R E E T FUTURE MAPLE STREET DETENTION POND RAIN GARDEN 1 RAIN GARDEN 2 RAIN GARDEN 3 PROPOSED BUILDING CONCRETE SPILLWAY CONCRETE SPILLWAY 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) 30' SANITARY SEWER EASEMENT 10' UTILITY EASEMENT 15' GRAVEL MAINTENANCE ACCESS ROAD 30' DRAINAGE AND UTILITY EASEMENT 12' PUBLIC ACCESS EASEMENT 87' LARIMER COUNTY CANAL #2 DITCH EASEMENT 20' UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 29.5' PEDESTRIAN ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 36' UTILITY EASEMENT MU MU MU MU MU MU CONCRETE FOREBAY CONCRETE FOREBAY CONCRETE FOREBAY 4 : 1 4:1 7:1 6:1 4 : 1 4:1 5 : 1 4:1 4 : 1 10 : 1 40-LF NORTH AMERICAN GREEN P300 TURF REINFORCEMENT MAT OR APPROVED EQUAL. S OHE OHE OHE 12" SS 12" SS X X 6 " S S 6 " S S V . P . V . P . C.O. X X L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D MU Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ E R O S . d w g L A Y O U T N A M E : E C 3 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E R O S _ l e g ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 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 FOR SALUD FAMILY HEALTH CENTER DATED NOVEMBER 15, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATION. 6.ANY TRACK-OUT OR DEBRIS ON ADJACENT ROADWAYS MUST BE CLEANED UP IMMEDIATELY. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA SEDIMENT TRAP BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF MUSEEDING & MULCH (SEE LANDSCAPE PLANS) LIMITS OF PROPOSED GRADING DISTURBANCE LOD KEYMAP ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH EC3 FI N A L E R O S I O N C O N T R O L P L A N MATCHLINE - SEE TOP RIGHT NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R EC3 38 MATCHLINE - SEE BOTTOM LEFT Total Area Disturbance 13.3 acres Total Onsite Area Disturbance 11.93 acres Total Offsite Area Disturbance 1.37 acres Total Storage/Staging Area 10,000 sf (Estimate) Total Haul Roads Area N/A Construction Vehicle Traffic Area N/A Percent of Existing Vegtative Cover 75%Density Existing Soil Type Type C Sandy Lean Clay (CL) Typical Groundwater Depth 10-ft Phases with Project N/A Total Volume Export/Import (-)1,639 cuyd export Total Area of stockpiling or fill or borrow areas off site N/A Steepest Slope 4:1 Distance from Sensitive Area 250 ft 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 FINAL EROSION CONTROL LEGEND: TURF REINFORCEMENT (TMAX) UPLAND SEED MIX DETENTION BASIN SEED MIX SEE LANDSCAPE PLANS FOR FINAL SEED MIXES AND METHODS, INSPECTION, AND WARRANTY Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ E R O S . d w g L A Y O U T N A M E : E C 4 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E R O S _ l e g ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 EC4 ER O S I O N C O N T R O L D E T A I L S 39 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 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 007 TEMPORARY REVEGETATION SPECIFICATIONS “” • Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ E R O S . d w g L A Y O U T N A M E : E C 5 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 0 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x E R O S _ l e g ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 EC5 ER O S I O N C O N T R O L D E T A I L S 40 FL O W 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) PLANTED RIPRAP INSTALLATION RR 007 008 RIPRAP SCHEDULE Storm Line Pipe Diameter (ft) Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Line 1 0.25 Type L 5.00 5.00 1.5 Storm Line 2 2.50 Type L 17.00 10.00 1.5 Storm Line 4 (RG1)0.50 Type L 5.00 5.00 1.5 X X X X X X X X X GV X X X X X X X X X X X X X X X X X X S S X X XXXX X X X X X X X X X XX X X X X XXX S MMM MH M MH M X X util M X X SS X X X X X X X X X GATE G G G G G G G G G G G G G G G G TF G G G G G E G GABRIEL PROPERTIES, LLC 1760 W. LAPORTE AVE, LLC WILLIAM S. ECKERT ERNEST M. & KRISTEN K. SCHMIDTBERGER ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS LAPORTE AVENUE LLC LAPORTE AVENUE LLC JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN PROPOSED BUILDING DAVID & GRETCHEN OSBORN 20' DRAINAGE EASEMENT LOT 1 LOT 2 LOT 6 LOT 4 LOT 3 LOT 5 LOT 7 2.1 2.2 2.3 2.4 3.1 3.3 3.2 4.1 4.2 4.3 8 12 9 13 10 11 14 1 5 OS1 15 6 7 DETENTION POND 1 REQUIRED VOLUME = 4.03 AC.FT. REQUIRED WSEL = 5041.17 WATER QUALITY VOLUME = 1,219 CU.FT. WATER QUALITY WSEL = 5037.61 PROVIDED VOLUME = 4.08 AC.FT. 1 8 13 3.2 14 2' CONCRETE PAN PROPOSED INLET PROPOSED INLET OUTLET STRUCTURE PROPOSED INLET PROPOSED POND OUTFALL PROPOSED STORM MH WITH PUMP FUTURE DETENTION/EXTENDED DETENTION POND FUTURE LID FEATURE FUTURE LID FEATURE FUTURE LID FEATURE TO TREAT BASIN 4 PRIOR TO DISCHARGE INTO FUTURE CONVEYANCE PROPERTY LINE (TYP) LOT LINE (TYP) 9 FUTURE DETENTION/EXTENDED DETENTION POND 2 12 2.4 5 11 FUTURE LID FEATURE FUTURE LID FEATURE FUTURE DETENTION/EXTENDED DETENTION POND 10 FUTURE DEVELOPMENT WITHIN BASIN 10 ALLOWED TO MATCH HISTORIC 100-YEAR RUNOFF FROM EXISTING PARKING LOT OF 4.3 CFS OS1 CITY FLOODPLAIN BOUNDARY (TYP) CITY FLOODWAY BOUNDARY (TYP) OUTLET STRUCTURE 3.1 3.3 6 2.14.1 4.2 4.3 2.3 2.2 PROPSOED 100-YR FLOODPLAIN (TYP) PROPOSED 100-YR FLOODWAY (TYP) 7 PROPOSED SPILLWAY FUTURE LID FEATURE 3 PROPOSED SPILLWAY 100-YR WATER SURFACE ELEVATION RAIN GARDEN 1 REQUIRED VOLUME = 2,775 CU.FT. FLAT AREA = 3725 SQ.FT. RAIN GARDEN 2 REQUIRED VOLUME = 591 CU.FT. FLAT AREA = 428 SQ.FT. RAIN GARDEN 3 REQUIRED VOLUME = 397 CU.FT. FLAT AREA = 463 SQ.FT. PROPOSED INLET PROPOSED STORM STUB OS1 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: 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.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARKS. NOTES: PROPOSED CONTOUR PROPOSED SWALE EXISTING CONTOUR PROPOSED VERTICAL PROPOSED OVERLAND FLOW DIRECTION CURB & GUTTER EXISTING STORM SEWER LINE PROPERTY BOUNDARY EXISTING INLET GRATE UDPROPOSED UNDERDRAIN PROPOSED STORM DRAIN PROPOSED RIBBON CURB PROPOSED PERMEABLE PAVERS a BASIN ACREAGE DESIGN POINT BASIN DELINEATION PROPOSED BASIN LINES Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ D R N G . d w g L A Y O U T N A M E : D R 1 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 1 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ 1 0 6 7 - 0 0 1 _ x T O P O ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] [ 1 0 6 7 - 0 0 1 _ K E Y M A P ] [ 1 0 6 7 - 0 0 1 _ x G R A D _ O V E R L O T ] [ 1 0 6 7 - 0 0 1 _ x F L D ] [ 1 0 6 7 - 0 0 1 _ x G R A D ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH KEYMAP DR1 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 LID Site Summary Total Site Area 506,523 sq. ft. Total Impervious Area with LID Treatment 143,136 sq. ft. Total Impervious Area without LID Treatment 38,837 sq. ft. Total Impervious Area 181,973 sq. ft. 75% Requried Minium Area to be Treated 136,480 cu. ft. Total Treated Area 143,136 sq. ft. Percent Impervious Treated by LID 79% LID Summary Per LID Method LID ID Area Weighted % Impervious Treatment Type Required Volume (cu. ft.) Total Impervious Area (sq. ft.)Sq. Ft.Acres RAIN GARDEN 1 178,771 4.10 59%Rain Garden 2,775 106,342 RAIN GARDEN 2 42,950 0.99 50%Rain Garden 591 21,670 RAIN GARDEN 3 24,488 0.56 62%Rain Garden 397 15,124 Total 246,209 5.65 3,763 143,136 DEVELOPED DRAINAGE SUMMARY Design Point Basin ID Total Area (acres) C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 2.413 0.21 0.26 11.83 11.83 1.04 4.55 2.1 2.1 1.058 0.67 0.84 5.09 5.09 2.03 8.85 2.2 2.2 0.177 0.54 0.68 8.97 8.97 0.23 1.09 2.3 2.3 0.208 0.49 0.62 9.85 9.85 0.23 1.10 2.4 2.4 0.985 0.75 0.93 6.55 6.55 1.91 9.16 3.1 3.1 0.562 0.66 0.82 5.00 5.00 1.05 4.60 3.2 3.2 0.644 0.79 0.99 5.00 5.00 1.46 6.35 3.3 3.3 0.986 0.57 0.71 5.05 5.05 1.60 7.00 4.1 4.1 0.124 0.95 1.00 5.00 5.00 0.34 1.23 4.2 4.2 0.387 0.95 1.00 5.00 5.00 1.05 3.85 4.3 4.3 0.551 0.80 1.00 5.00 5.00 1.25 5.46 5 5 2.689 0.23 0.28 11.94 11.94 1.27 5.56 6 6 0.614 0.21 0.26 11.61 11.61 0.26 1.15 7 7 1.819 0.79 0.99 9.98 9.98 3.26 17.97 8 8 2.356 0.80 1.00 7.98 7.98 4.63 23.42 9 9 2.671 0.32 0.40 11.67 11.67 1.79 7.82 10 10 0.706 0.20 0.25 11.11 11.11 0.30 1.31 11 11 1.478 0.20 0.25 11.39 11.39 0.63 2.74 12 12 1.221 0.20 0.25 10.78 10.78 0.53 2.31 13 13 0.420 0.20 0.25 10.83 10.83 0.18 0.80 14 14 0.230 0.73 0.91 5.00 5.00 0.48 2.08 15 15 0.459 0.80 1.00 5.23 5.23 1.05 4.57 os1 OS1 1.077 0.68 0.85 9.61 9.61 1.66 8.55 EMERGENCY OVERFLOW PATH S S GV 12" S S 12" S S 12" S S 12" S S 12" S S 12" S S S S MH M MH M GATEG G G G G G G G G G G G G G G G G G G ERNEST M. & KRISTEN K. SCHMIDTBERGER CITY OF FORT COLLINS JACOB BROADCASTING OF COLORADO DAVID & GRETCHEN OSBORN ONE-STORY METAL BUILDING GABRIEL PROPERTIES, LLC RAIN GARDEN 1 LOT 2 LOT 6 LOT 4 LOT 3 DETENTION / EXTENDED DETENTION POND 1 MA P L E S T R E E T 536 0 5 2 7 293 84 95 7 7 96 7 297 8 4 98 7 8 100 0 0 913 8 466 7 470 5 477 9 48 2 3 4 8 5 5 49 8 7 50 3 0 508 1 526 4 518 4 138 189 43 5 4 501 44 9 2 90+ 0 0 9 5 + 0 0 1 0 0 + 0 0 45+0 0 5 0 + 0 0 0+00 RAIN GARDEN 2 RAIN GARDEN 3 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION Sheet SA L U D F A M I L Y H E A L T H C E N T E R DR A W I N G F I L E N A M E : P : \ 1 0 6 7 - 0 0 1 \ D w g \ D r n g \ 1 0 6 7 - 0 0 1 _ F L D . d w g L A Y O U T N A M E : D R 2 D A T E : N o v 1 4 , 2 0 2 3 - 7 : 0 1 p m C A D O P E R A T O R : m a s o n LI S T O F X R E F S : [ 1 0 6 7 - 0 0 1 _ x E X S T ] [ 1 0 6 7 - 0 0 1 _ x S I T E ] [ N E S - x b o r d e r ] [ 1 0 6 7 - 0 0 1 _ x P U T I L ] 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 . N O T F O R C O N S T R U C T I O N R E V I E W S E T 1 1 / 1 5 / 2 0 2 3 of 42 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH LEGEND: PROPOSED CONTOUR - 2' INTERVAL EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING CONTOUR - 5' INTERVAL PROPOSED STORM INLET PROPERTY BOUNDARY NOTES: 100-YR FLOODPLAIN 100-YR FLOODWAY 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2.THIS PROJECT IS LOCATED WITHIN A CITY OF FORT COLLINS 100-YEAR FLOODWAY AND FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN PER 10-103 (9). 3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER NAVD 88 DATUM. 4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. 5.THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY NON-RESIDENTIAL BUILDING IN THE FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD PROTECTION ELEVATION. 6.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL SYSTEMS MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION. 7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE FLOODPLAIN. 8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10.REFER TO THE FINAL DRAINAGE REPORT FOR SALUD FAMILY HEALTH CENTER DATED NOVEMBER 15, 2023 FOR ADDITIONAL INFORMATION. 11.A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. 12.CURRENT PLAN DOES NOT MEET REGULATORY FLOODPLAIN REQUIREMENTS AND IS CONTINUING THOROUGH THE PLANNING PROCESS AT THE APPLICANTS OWN RISK. CONSTRUCTION AND BUILDING PERMITS WILL BE HELP UP IF THE LOMR IS NOT FINISHED AND REGULATORY 100-YR FLOODPLAIN 100-YR FLOODWAY DR2 FL O O D P L A I N E X H I B I T 42 LATERAL STRUCTURE EFFECTIVE FLOOD ZONE PROPOSED FLOOD ZONE 100-YR SHALLOW FLOODING BRIDGE CENTERLINE DITCH 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