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Home My WebLink AboutTAPESTRY - FDP240016 - SUBMITTAL DOCUMENTS - ROUND 2 - Utility PlansEAST LINCOLN AVENUE EAST VINE DRIVE LIN D E N S T R E E T 60' ROW 3RD STREET (MODIFIED LOCAL CONNECTOR - EX 60' R.O.W.) 41' FL-FL 20' FL-CL EXISTING ROLLOVER CURB W/ ATTACHED WALK 7' P A R K I N G 8' P A R K I N G / PA R K W A Y 10 ' T R A V E L 13' FL-CL 5' WALK 6' UTILITY EASEMENT 10 ' T R A V E L 3' P A R K I N G S P A C E R 3' P A R K I N G S P A C E R 21' FL-CL PARKING SECTION VERTICAL CURB & GUTTER 3' LANDSCAPE BUFFER 63' ROW LOGAN AVE (MODIFIED LOCAL CONNECTOR - 63' R.O.W.) 42' FL-FL 7. 5 ' P A R K I N G 8.5' PARKWAY 9' UTILITY EASEMENT 21' FL-CL 6' UTILITY EASEMENT VERTICAL CURB & GUTTER PARKING SECTION 10 ' T R A V E L 10 ' T R A V E L 3' P A R K I N G S P A C E R 3' P A R K I N G S P A C E R 5' S I D E W A L K 5' S I D E W A L K 8. 5 ' P A R K W A Y 8' P A R K I N G / PA R K W A Y 3' L A N D S C A P E B U F F E R 13' FL-CL 13' FL-CL 5' S I D E W A L K 9' UTILITY EASEMENT 8. 5 ' P A R K W A Y 18' -℄ 8' P A R K 5' S I D E W A L K 9' UTILITY EASEMENT 8. 5 ' P A R K W A Y 18' -℄ 8' P A R K 20' TRAVEL LANE 63' RIGHT-OF-WAY 36' - VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 4TH STREET (LOCAL CONNECTOR - 63' R.O.W.) VAR. ROW BUCKINGHAM STREET MODIFIED COLLECTOR INTERIM CONDITION - VARYING R.O.W. 39' EOP-FL 15' EOP-CL 4' S H O U L D E R 11 ' T R A V E L 24' FL-CL 6' UTILITY EASEMENT 11 ' T R A V E L 5' B I K E L A N E 27' FL-CL 3' P A R K I N G S P A C E R 5' S I D E W A L K 8' PARKING VERTICAL CURB & GUTTER 3' L A N D S C A P E B U F F E R Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C100 CO V E R S H E E T 1 JANUARY 2025 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH TAPESTRY PROJECT TEAM: SHEET INDEX LOCATED IN THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO TYPICAL SECTIONS 1 C100 COVER SHEET 2 C101 GENERAL & CONSTRUCTION NOTES 3 C102 EXISTING CONDITIONS & DEMOLITION PLAN 4 C103 EXISTING CONDITIONS & DEMOLITION POST ODELL-NORTH PLANS SITE SHEETS 5 - 10 C200 - C205 CIVIL SITE PLANS GRADING SHEETS 11 C300 OVERALL GRADING PLAN 12 - 17 C301 - C306 GRADING PLANS UTILITY SHEETS 18 C400 OVERALL UTILITY PLAN 19 - 24 C401 - C406 UTILITY PLANS SANITARY SHEETS 25 C500 SANITARY LINE A PLAN & PROFILE 26 C501 SANITARY LINE A & A3 PLAN & PROFILE WATER LINE SHEETS 27 - 28 C600 - C601 WATER LINE 1 PLAN & PROFILE STORM DRAIN SHEETS 29 C700 STORM 1 & 1C 30 C701 STORM 1, 1B & 1B-1 PLAN & PROFILE 31 C703 STORM 1E, 1E-2 & 1G PLAN & PROFILE 32 C704 STORM 2 & 3 PLAN & PROFILE 33 C705 SUBGRADE PLAN ROADWAY SHEETS 34 C800 LOGAN AVENUE PLAN & PROFILE 35 C801 4TH STREET PLAN & PROFILE 36 C802 BUCKINGHAM STREET PLAN & PROFILE 37 C803 3RD STREET PLAN & PROFILE 38 C804 BUCKINGHAM STREET CROSS SECTIONS 39 C805 3RD STREET CROSS SECTIONS 40 C806 BUCKINGHAM STREET SIGNAGE & STRIPING DETAIL SHEETS 41 - 42 C900 - C901 WATER DETAILS 43 C902 SANITARY DETAILS 44 - 49 C903 - C908 DRAINAGE DETAILS 50 - 51 C909 - C910 SITE DETAILS 52 - 54 C911 - C913 STORMTECH DETAILS DRAINAGE AND EROSION CONTROL SHEETS 55 C1000 HISTORIC DRAINAGE EXHIBIT 56 C1001 DRAINAGE EXHIBIT 57 - 59 C2000 - C2002 EROSION CONTROL EXHIBITS 60 - 63 C2003 - C2006 EROSION CONTROL DETAILS FINAL UTILITY PLANS FOR 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 APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Original Field Survey: Northern Engineering Project No. 368-005 Date: March 22, 2021 Project Datum: NAVD88 Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Benchmark R-402 Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 unadjusted datum (prior City of Fort COllins Datum) = NAVD88 datum - 3.18' Basis of Bearings The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470. PROJECT BENCHMARKS: FIELD SURVEY BY: CTL Thompson Preliminary Geotechnical Investigation Tapestry Development Fort Collins, Colorado CTL Project No. FC11255.000-120 Date: August 12, 2024 SUBSURFACE EXPLORATION BY: 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: ABBREVIATIONS: 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 cory.m.thelen@xcelenergy.com ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306 csnowdon@fcgov.com CABLE-------------Comcast----------------------------------Marcus Petty (970) 275-0572 marcus_petty@comcast.com TELECOM.--------Lumen-------------------------------Brady Craddock (970) 342-3431 brady.craddock@lumen.com WATER------------City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179 jmcchesney@fcgov.com WASTEWATER--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179 jmcchesney@fcgov.com STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 hhansen@fcgov.com City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com ABC =AGGREGATE BASE COURSE ACP =ASBESTOS-CEMENT PIPE BLDG =BUILDING BP =BEGINNING POINT CL =CENTERLINE CMP =CORRUGATED METAL PIPE C.O. =CLEAN OUT DIP =DUCTILE IRON PIPE DS =DOWN SPOUT EAE =EMERGENCY ACCESS EASEMENT EL or ELEV =ELEVATION EOA =EDGE OF ASPHALT EP =ENDING POINT FES =FLARED END SECTION FFE =FINISHED FLOOR ELEVATION FGW =FINISHED GROUND AT WALL FACE FL =FLOWLINE FH =FIRE HYDRANT GB =GRADE BREAK GV =GATE VALVE HC =HANDICAP HP =HIGH POINT INV =INVERT LF =LINEAR FEET LP =LOW POINT MAX =MAXIMUM MH or M.H.=MANHOLE MIN =MINIMUM PC =POINT OF CURVATURE PCR =POINT OF CURVE RETURN PERF =PERFORATED PRC =POINT OF REVERSE CURVE PT =POINT OF TANGENCY PVC =POLYVINYL CHLORIDE PVI =POINT OF VERTICAL INTERSECTION PVMT =PAVEMENT RCP =REINFORCED CONCRETE PIPE RD =ROOF DRAIN ROW =RIGHT OF WAY STA =STATION STD =STANDARD SQ FT =SQUARE FOOT / FEET SW =STEEL WATERLINE TB =THRUST BLOCK TBC =TOP BACK OF CURB TBW =TOP BACK OF WALK TF =TOP OF FOUNDATION TOW =TOP OF WALL TYP =TYPICAL UE =UTILITY EASEMENT WSEL =WATER SURFACE ELEVATION ABBREVIATIONS: OWNER/APPLICANT GEOTECHNICAL ENGINEER CTL Thompson 400 North Link Lane Fort Collins, Colorado 80524 (970)206-9455 Russell + Mills Studios Shelley La Mastra, RLA 506 S College Ave. Unit A Fort Collins, Colorado 80524 (970) 412-3474 EPS Group Inc. Cody Pape, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 568-5412 EPS Group Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT SITE ENGINEER SURVEYOR Fort Collins Habitat for Humanity Kristin Candella, ED and CEO 4001 S. Taft Hill Road Fort Collins, Colorado 80526 (970) 286-5889 TRAFFIC ENGINEER Rollins Consult LLC Ruth Rollins, PE P.O. Box 1164 Fort Collins, Colorado 80522 (970) 213-2393 DEVELOPER Hartford Homes Jamie Thorpe, Vice President of Entitlements 4801 Goodman St. Timnath, Colorado 80547 (970)674-1109 PROJECT LOCATION Additional Field Survey: Northern Engineering Project No. 473-010 Date: July 2023 Odell Investments, LLC Doug Odell 800 E. Lincoln Avenue Fort Collins, Colorado 80524 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C101 CO N S T R U C T I O N N O T E S GE N E R A L & 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 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 Tapestry, dated January 22, 2025 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 Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Benchmark R-402 Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.17' Basis of Bearings The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470. 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) Modified Minimum Flowline Grade for Buckingham Street. 2) Modified Minimum Tangent Length for Buckingham Street. 3) Modified Street Section for Buckingham Street, 3rd Street and Logan Ave. 4) Separation Between Water Main and Face of Curb to be 4-ft Minimum along Buckingham Street. 5) Separation Between Water Main and Trees to be 8-ft Minimum along Buckingham Street. 6) Separation between Water Main and Electric to be 8-ft Minimum along Buckingham Street. 7) Separation between Water Main and Light Poles to be 7-ft Minimum along Buckingham Street. 8) Offsite Sewer Main to have a Segment of Cover Less than 4.0-feet of Cover, Under Adjacent Detention Pond. (Pending Approval) 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 Tapestry. 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 Tapestry, dated January 22, 2025 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. 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 by 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. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. 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. S ELEC ELEC VAULT F.O. VAULT CABLE VAULT F.O. ELEC VAULT F.O. ELEC D CS W CS CS CS HYD CS CS S S W W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E E X X X X X X X X X X X X 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24" SS 24" SS 24" SSS X X S S AC S S S D E E E E D E E E 38' TEMPORARY CONSTRUCTION & SLOPE EASEMENT REC. NO. 20120058189 TO BE VACATED WITH PLAT 10' UTILITY EASEMENT REC. NO. 432424 TO BE VACATED WITH PLAT CHAINLINK FENCE TO BE REMOVED EXISTING PARCEL LINE TO BE VACATED WITH PLAT 8' UTILITY EASEMENT REC. NO. 432424 TO BE VACATED WITH PLAT NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET EX. STORM MANHOLE RIM: 4947.73 INV IN (NE): 4943.26 15" PVC INV OUT: 4943.21 15" PVC EX. SAN MANHOLE RIM: 4946.38 INV IN (N): 4938.15 24" CLAY INV OUT (E): 4938.03 24" CLAY EX. SAN MANHOLE RIM: 4945.66 INV IN (N): 4939.06 8" PVC INV IN (W): 4937.54 24" CLAY INV IN (S): 4937.39 24" CLAY GRAVEL DRIVE TO BE REMOVED GRAVEL DRIVE TO BE REMOVED GRAVEL DRIVE TO BE REMOVED EXISTING TREE TO BE REMOVED (TYP.) EXISTING GASLINE EXISTING WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) REMOVE EX. SIGN EXISTING 8" DIP WATERLINE (FC) EXISTING FIRE HYDRANT EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING GASLINE EXISTING TREES TO REMAIN EXISTING STORM INLET EXISTING SIDEWALK TO BE REMOVED (6388 SF) EXISTING CONCRETE CURB TO BE REMOVED (1013 LF) EXISTING DRIVEWAY TO BE REMOVED EXISTING CONCRETE CURB AND ATTACHED WALK TO BE REMOVED (6388 SF) EXISTING CONCRETE CURB AND ATTACHED WALK TO BE REMOVED (6388 SF) EXISTING HANDICAP RAMPS TO BE REMOVED (6388 SF) TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 ODELL INVESTMENTS LLC 800 E LINCOLN AVE ALFREDO LOZANO 128 3RD STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET EXISTING 4.50' SIDEWALK AND CURB TO REMAIN #152 CP-MOUNTAIN STANDARD SET 18" #4 REBAR WITH ORANGE PLASTIC CAP #105 FOUND NO 3 REBAR WITH NO CAP #103 FOUND NO 4 REBAR WITH YELLOW PLASTIC CAP, LS 14823 #153 CP-SIPPIN PRETTY SET 18" #4 REBAR WITH ORANGE PLASTIC CAP EXISTING 30 MPH SPEED LIMIT SIGN EX. 68' ROW EX. 76' ROW VANWORKS INC 900 E LINCOLN AVE PROPOSED SAWCUT (1227 LF) PROPOSED SAWCUT (1227 LF) DEMO EXISTING ASPHALT (9171 SF) DEMO EXISTING ASPHALT (9171 SF) DEMO EXISTING ASPHALT (1546 SF) EXISTING STRIPING BE REMOVED (TYP.) EXISTING BIKE LANE STRIPING TO BE REMOVED (TYP.) EX. 31.5' FL-FL EX. 31.5' FL-FL //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING STOP SIGN EXISTING 25 MPH SPEED LIMIT SIGN PROPOSED SAWCUT (553 LF) EXISTING DRAINAGE EASEMENT REC. NO. 20130033412 10' UTILITY EASEMENT REC. NO. 432424 EXISTING BIKE LANE SIGN TO BE SALVAGED AND RELOCATEDEXISTING STOP SIGN AND QUIET AREA SIGN TO BE SALVAGED AND RELOCATED EXISTING HYDRANT AND GATE VALVE TO BE REMOVED. EXISTING GATE VALVE TO BE REMOVED AND HYDRANT BRANCH ABANDONED IN PLACE. Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C102 DE M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S & 3 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EXISTING ELECTRIC E LEGEND: G EXISTING STORM SEWER EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON THE PROJECT "ODELL- NORTH" NOT BEING COMPLETED PRIOR TO THIS PROJECT. Original Field Survey: Northern Engineering Project No. 368-005 Date: March 22, 2021 Additional Field Survey: Northern Engineering Project No. 473-010 Date: July 2023 EXISTING ASPHALT TO BE REMOVED CURB AND GUTTER TO BE REMOVED ///////////////////////////// EXISTING CONCRETE TO BE REMOVED SAWCUT X X S S AC S S S D E E E E D E E E EX. 68' ROW ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////////////////////////////////////////////////// S ELEC ELEC VAULT CABLE ELEC ELEC D CS W CS CS CS HYD CS CS S S W W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E E X X X X X 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24" SS 24" SS 24" SSS 10' UTILITY EASEMENT REC. NO. 432424 TO BE VACATED WITH PLAT EXISTING PARCEL LINE TO BE VACATED WITH PLAT 8' UTILITY EASEMENT REC. NO. 432424 TO BE VACATED WITH PLAT EX. STORM MANHOLE RIM: 4947.73 INV IN (NE): 4943.26 15" PVC INV OUT: 4943.21 15" PVC EX. SAN MANHOLE RIM: 4945.66 INV IN (N): 4939.06 8" PVC INV IN (W): 4937.54 24" CLAY INV IN (S): 4937.39 24" CLAY EXISTING GASLINE EXISTING WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) EXISTING 8" DIP WATERLINE (FC) EXISTING HYDRANT AND GATE VALVE TO BE REMOVED. EXISTING FIRE HYDRANT EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING GASLINE EXISTING TREES TO REMAIN EXISTING STORM INLET EXISTING DRIVEWAY TO BE REMOVED TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 EXISTING 4.50' SIDEWALK AND CURB TO REMAIN #152 CP-MOUNTAIN STANDARD SET 18" #4 REBAR WITH ORANGE PLASTIC CAP #105 FOUND NO 3 REBAR WITH NO CAP #103 FOUND NO 4 REBAR WITH YELLOW PLASTIC CAP, LS 14823 EXISTING 30 MPH SPEED LIMIT SIGN PROPOSED SAWCUT DEMO EXISTING ASPHALT (8400 SF) DEMO EXISTING ASPHALT (1546 SF) EXISTING STRIPING BE REMOVED (TYP.) EXISTING BIKE LANE STRIPING TO BE REMOVED (TYP.) EXISTING STOP SIGN EXISTING 25 MPH SPEED LIMIT SIGN 38' TEMPORARY CONSTRUCTION & SLOPE EASEMENT REC. NO. 20120058189 TO BE VACATED WITH PLAT EX. 31.5' FL-FL EX. SAN MANHOLE RIM: 4946.38 INV IN (N): 4938.15 24" CLAY INV OUT (E): 4938.03 24" CLAY NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET ODELL INVESTMENTS LLC 800 E LINCOLN AVE ALFREDO LOZANO 128 3RD STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET VANWORKS INC 900 E LINCOLN AVE BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET EX. 31.5' FL-FL EXISTING SIDEWALK TO BE REMOVED (6388 SF) EXISTING CONCRETE CURB TO BE REMOVED (1013 LF) EXISTING CONCRETE CURB AND ATTACHED WALK TO BE REMOVED (6388 SF) EXISTING CONCRETE CURB AND ATTACHED WALK TO BE REMOVED (6388 SF) EXISTING HANDICAP RAMPS TO BE REMOVED (6388 SF) EX. 76' ROW PROPOSED SAWCUT (1227 LF) PROPOSED SAWCUT (1227 LF) DEMO EXISTING ASPHALT (9171 SF) DEMO EXISTING ASPHALT (9171 SF) DEMO EXISTING ASPHALT (1546 SF) PROPOSED SAWCUT (553 LF) EXISTING DRAINAGE EASEMENT REC. NO. 20130033412 EXISTING BIKE LANE SIGN TO BE SALVAGED AND RELOCATED EXISTING STOP SIGN AND QUIET AREA SIGN TO BE SALVAGED AND RELOCATED EXISTING GATE VALVE TO BE REMOVED AND HYDRANT BRANCH ABANDONED IN PLACE. Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C103 PO S T O D E L L - N O R T H P L A N S EX I S T I N G C O N D I T I O N S & D E M O L I T I O N 4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 EXISTING ELECTRIC E LEGEND: G EXISTING STORM SEWER EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON THE PROJECT "ODELL- NORTH" BEING COMPLETED PRIOR TO THIS PROJECT. Original Field Survey: Northern Engineering Project No. 368-005 Date: March 22, 2021 Additional Field Survey: Northern Engineering Project No. 473-010 Date: July 2023 EXISTING ASPHALT TO BE REMOVED CURB AND GUTTER TO BE REMOVED ///////////////////////////// EXISTING CONCRETE TO BE REMOVED SAWCUT / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DN ELEC CS W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W G G G G G G G G G G GG W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W G G G G G G G G G G G GG W W W W W W W W W W W 6' UTILITY EASEMENT 26' EAE, UT, DR EASEMENT 10' UTIL ESMT. 10' UTIL ESMT. 6' W A L K 6' W A L K 6' WALK 6' W A L K 6' W A L K 26' FL-FL BUILDING 1 GAR. 1 GAR. 2 TRASH ENCLOSURE 9' TYP. R20' R3' R25' R25' R10' R25'R25' R3' R3' R3' R3' R3' R3' R3' R3' R3' R3' S S 1 2 2 2 2 26' DRIVE AISLE 24' DRIVE AISLE 26' EAE, UT, DR EASEMENT N:132867.92 E:198177.99 N:132934.82 E:198358.74 N:132935.41 E:198398.18 N:132804.38 E:198385.45 6' WALK 6' WALK 6' WALK THREE (3) 6" RISERS N:132801.34 E:198175.92 N:132824.94 E:198224.52 N:132809.18 E:198322.07 N:132761.25 E:198297.14 PROPOSED LIGHT POLE PROPOSED LIGHT POLE PROPOSED LIGHT POLE 17' TYP. 6' U T I L I T Y E A S E M E N T 17' TYP. 8' TYP. BUCKINGHAM STREET (EX. 68' ROW) SEE SHEET C802 NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET 5' W A L K 5' WALK 5' WALK D 3R D S T R E E T (E X . 6 0 ' R O W ) SE E S H E E T C8 0 3 D D D D D D S1 S1 S1 S1 S5 S5 S5 2' CURB CUT N:132743.58 E:198256.75 2 1 1 111 1 1 1 3 3 3 3 3 THREE (3) 6" RISERS P4 P4P4P4 P4 PROPOSED LOCATION OF EXISTING BIKE LANE SIGN PROPOSED LOCATION OF EXISTING COMBINED STOP AND QUIET AREA SIGN P2 S3 S3 S3 S3 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C200 CI V I L S I T E 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 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 1 MATCH LINE - SEE SHEET C202 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DNDN DN DN ELEC ELEC VAULT CABLE W W W W W W W W W W W W W W W W W W W W W W W W W W EEEE E E E E E E FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W EEEE E E E E E E FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X HYD X X X X X X X W NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET 26' EAE, UT, DR EASEMENT R15' R15' 4T H S T R E E T (P R P . 6 3 ' R O W ) SE E S H E E T C8 0 1 12' UTIL ESMT. BUILDING 2 BUILDING 3 20' DRAINAGE EASEMENT TRACT A PROPOSED SIDEWALK CULVERT R20'R20' R3' R3'2 26' DRIVE AISLE D D D D N:132858.84 E:198563.39 6' WALK 6' WALK 6' WALK PROPOSED LIGHT POLE PROPOSED LIGHT POLE 6' UTILITY EASEMENT 5' W A L K 5' W A L K 5' W A L K 5' WALK 36' FL-FL 63' ROW S2 S6 BUCKINGHAM STREET (EX. 68' ROW) SEE SHEET C802 D S1 1 P8 1 1 1 1 1 3 3 FOUR (4) 6" RISERS P4 P2 P2 G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C201 CI V I L S I T E P L A N 6 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 0 MATCH LINE - SEE SHEET C203 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS 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 DN DN DNDN DN DN DN DNDN ELEC W CS CS CS G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 3R D S T R E E T (E X . 6 0 ' R O W ) SE E S H E E T C8 0 3 6' U T I L I T Y E A S E M E N T 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT R10' R25' R25' R25' 8' UTIL ESMT. 8' UTIL ESMT. 5' WALK 6' WALK 6' W A L K 6' W A L K 6' W A L K 6' W A L K 6' WALK 6' W A L K 26' FL-FL 26' FL-FL 24' EOC-FL 17' TYP. 19' TYP. 9' TYP. BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 2 GAR. 3 TRASH ENCLOSURE TRASH ENCLOSURE 9' TYP. 8' TYP. 9' TYP. DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 6' W A L K R3'R3' R3'R3' R3' R3'R3' R3'R3' R3' R3' R3' R3' R3' R3' R3'R3' R3' R3' R3' R3' S S S S 1 1 2 2 2 2 22 2 2 2 2 2 24' DRIVE AISLE 38' 26' DRIVE AISLE 26' DRIVE AISLE 6' WALK D N:132728.01 E:198178.34 N:132546.89 E:198244.53 N:132503.37 E:198366.41 N:132682.59 E:198437.58 N:132495.69 E:198171.94 N:132470.50 E:198243.87 N:132426.52 E:198364.30 N:132360.42 E:198175.60 N:132428.87 E:198344.33 N:132761.25 E:198297.14 PROPOSED LIGHT POLE PROPOSED LIGHT POLE 17' TYP. TYP. 8' TYP. 19' TYP. 9' TYP. 24' EAE, UT, DR EASEMENT 6' WALK 8' TYP. 8' TYP. 5' W A L K 6' U T I L I T Y E A S E M E N T D D D D D D D D D D D PROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CULVERT S1 S1 S1 S1 S1 S1 S5 S5 S5 S5 2' CURB CUT N:132480.22 E:198280.01 2' CURB CUT N:132466.50 E:198247.35 2' CURB CUT N:132743.58 E:198256.75 2' CURB CUT N:132700.55 E:198345.17 1 2 2 2 1 2 1 1 1 1 1 3 3 R10' THREE (3) 6" RISERS FOUR (4) 6" RISERS FIVE (5) 6" RISERS P4 P4 P4 P4 P4 P4 P4 26' EAE, UT, DR EASEMENT P2 P2 S3S4 S3 S3 S3 S3 S3 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C202 CI V I L S I T E P L A N 7 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 3 MATCH LINE - SEE SHEET C204 MATCH LINE - SEE SHEET C200 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS 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 DNDN DNDN E E E E E E E E E E E E E E E E X X X E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET 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 26' EAE, UT, DR EASEMENT R15' R15' R15' R15' 4T H S T R E E T (P R P . 6 3 ' R O W ) SE E S H E E T C8 0 1 24' FUTURE ACCESS 31' UTIL AND DRAINAGE ESMT. 6' WALK 6' WALK 6' W A L K 17' TYP. 9' TYP. BUILDING 3 BUILDING 5 BUILDING 7 8' TYP. TRACT A LOT 1 TRASH ENCLOSURE OUTLOT Z DETENTION POND 4T H S T R E E T (P R P . 6 3 ' R O W ) SE E S H E E T C8 0 1 R3'R3'R3' R3' R2' R2' S 1 26' DRIVE AISLE 6' W A L K 6' WALK D D D N:132731.30 E:198552.22 N:132682.59 E:198437.58 N:132355.35 E:198543.52 6' WALK PROPOSED STREETLIGHT 8' TYP. 8' TYP. D 5' W A L K 5' W A L K 5' W A L K 36' FL-FL 63' ROW 10' UTILITY EASEMENT REC. NO. 432424 S2 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 5' W A L K S1 2 1 2 1 1 1 1 1 ACCESS EASEMENT PLAYGROUND AND GATHERING AREA (SEE LANDSCAPE PLANS) SIX (6) 6" RISERS P2 P2 P2 P2 P2 LANDSCAPE RETAINING WALL S1 S6 S3S4 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C203 CI V I L S I T E P L A N 8 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 2 MATCH LINE - SEE SHEET C205 MATCH LINE - SEE SHEET C201 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS 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 DNDN DNDN X X X X X X X S S D CS CS W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W D E E E E E E E E E E X X X G X X X X X X X LOGAN STREET ALFREDO LOZANO 128 3RD STREET 9' UTILITY EASEMENT 6' UTILITY EASEMENT LOGAN STREET (PRP. 63' ROW) SEE SHEET C800 BUILDING 7 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 TRACT B R20' R20' 30' ACCESS EASEMENT 6' W A L K D D D D N:132360.42 E:198175.60 6' WALK 6' WALK6' WALK PROPOSED LIGHT POLE 3R D S T R E E T (E X . 6 0 ' R O W ) SE E S H E E T C8 0 3 5' WALK 5' WALK 63' ROW 34' FL-FL 6' U T I L I T Y E A S E M E N T 24' GRAVEL DRIVE S6 5' WALK TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. __________________ D D DD P6 111 1 1 1 1 3 3 3 S2 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C204 CI V I L S I T E P L A N 9 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 5 MATCH LINE - SEE SHEET C202 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS 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 DNDN ST AC D E E E E E E E E D E E E E E E 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 AC ACACAC ACAC E EELEC BRKR E EELEC BRKR E EELEC BRKR E EELEC BRKR D D E EELEC BRKRE EELEC BRKRE EELEC BRKR E EELEC BRKR E EELEC BRKR E E E X ST AC D E E E E E E E E D E E E E E E E X ODELL INVESTMENTS LLC 800 E LINCOLN AVE 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ BUILDING 7 TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 TRACT B OUTLOT Z DETENTION POND LANDSCAPE RETAINING WALL GRAVEL SHOULDER 30' SANITARY SEWER AND ACCESS EASEMENT 24' PAVED ACCESS GRAVEL SHOULDER ACCESS EASEMENT R20' DRAINAGE AND ACCESS EASEMENT R20' 20' DRAINAGE EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ 4T H S T R E E T (P R P . 6 3 ' R O W ) SE E S H E E T C8 0 1 D D D LOGAN STREET (PRP. 63' ROW) SEE SHEET C800 N:132355.35 E:198543.52 6' WALK6' WALK PROPOSED LIGHT POLE 5' W A L K 5' WALK 36' FL-FL 63' ROW 34' FL-FL S2 6' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T 5' WALK 9' UTILITY EASEMENT 9' U T I L I T Y E A S E M E N T PROPOSED CONCRETE WEIR SEE SHEET C908 FOR MORE DETAIL ODELLS BREWERY 5' W A L K TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ EXISTING DRAINAGE EASEMENT REC. NO. 20130033412 D 1 1 1 1 1 3 3 SIX (6) 6" RISERS P2 P2 G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET LANDSCAPE RETAINING WALLS2 S6 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C205 CI V I L S I T E P L A N 10 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET MA T C H L I N E - S E E S H E E T C2 0 4 MATCH LINE - SEE SHEET C203 C201 C202 C203 C204 C205 C200 S D 1 S2 30" VERTICAL INFLOW CURB & GUTTER STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP EASEMENTS NOTES: PROPOSED INFLOW CURB & GUTTER PROPERTY BOUNDARY / / / / / / / /PROPOSED EDGE OF PAVEMENT PROPOSED OUTFALL CURB & GUTTER X' CONCRETE PAN LEGEND: EXISTING ROW PROPOSED ROW 218" VERTICAL OUTFLOW CURB & GUTTER P0TS EXISTING CURB & GUTTER VAN- ACCESSIBLE RESERVED PARKINGRESERVED PARKING S3 S4 S1 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.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. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.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. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PRIVATE PARKING STALL ASPHALT PAVING PRIVATE CONCRETE FLATWORK AND PAVING PRIVATE HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PUBLIC FULL DEPTH ASPHALT PAVING PX SAWCUT MILL AND OVERLAY GRAVEL PUBLIC CONCRETE DRIVES/PARKING S5 3MONOLITHIC OUTFALL CURB AND PAVING HERE YIELD TO S6 PUBLIC HEAVY DUTY ASPHALT PAVING ###STREET SUF ###STREET SUF P0TS 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 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DNDN DN DN DNDN DN DN DN DN DNDN X X D E E E D E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S ELEC ELEC VAULT CABLE ELEC ELEC D CS W CS CS CS CS CS S W W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E X X X X X 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24" SSS X X D E E E D E E UD UD UD UD UD DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET ODELL INVESTMENTS LLC 800 E LINCOLN AVE G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET 900 E LINCOLN AVE 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT LOGAN STREET (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 3 ' R O W ) 8' UTIL ESMT. 8' UTIL ESMT. 31' UTIL AND DRAINAGE ESMT. 10' UTIL ESMT. 12' UTIL ESMT. 10' UTIL ESMT. 26' FL-FL 26' FL-FL 26' FL-FL 24' FL-FL 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 1 GA R . 2 GAR. 3 TIE INTO EXISTING MANHOLE EX. STORM MANHOLE RIM: 4947.73 INV IN (NE): 4943.26 15" PVC INV OUT: 4943.21 15" PVC EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' 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 9' U T I L I T Y E A S E M E N T 6' UTILITY EASEMENT TFFE=53.76 TFFE=53.76 TFFE=54.08 TFFE=53.55 TFFE=54.40 TFFE=54.19TFFE=54.83 UNDERGROUND CHAMBERS 2 UNDERGROUND CHAMBERS 1 UNDERGROUND CHAMBERS 3 UNDERGROUND CHAMBERS 4 DETENTION POND SIDEWALK CULVERT 20' DRAINAGE EASEMENT EMERGENCY SPILLWAY ELEV: 4950.0 TRACT A OUTLOT Z TRACT B LOT 1 POND BERM ELEV: 4951.0 POND BERM ELEV: 4951.0 POND BERM ELEV: 4951.0 ACCESS EASEMENT DRAINAGE AND ACCESS EASEMENT 30' SANITARY SEWER AND ACCESS EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 30' ACCESS EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ DRAINAGE EASEMENT STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1G SEE SHEET C703 STORM DRAIN 1 SEE SHEET C701 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1C SEE SHEET C700 STORM DRAIN 1 SEE SHEET C700 EXISTING DRAINAGE EASEMENT REC. NO. 20130033412 10' UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. ___________________ 78' PROPOSED ROW Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C300 OV E R A L L G R A D I N G P L A N 11 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C 300 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DN ELEC CS W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W G G G G G G G G G G GG W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W G G G G G G G G G G G GG W W W W W W W W W W W NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET FFE=54.40 FFE=54.83 33' FL-FL 60' ROW ADS BASIN 1G-1 BUCKINGHAM STREET (EX. 68' ROW) (SEE SHEET C802) 3R D S T R E E T (E X . 6 0 ' R O W ) (S E E S H E E T C8 0 3 ) 26' EAE, UT, DR EASEMENT 10' UTIL ESMT. 10' UTIL ESMT. 26' FL-FL 26' FL-FL BUILDING 1 BUILDING 3 GAR. 1 GA R . 2 6' UTILITY EASEMENT STORM DRAIN 1G SEE SHEET C703 5' WALK 6' W A L K 6' U T I L I T Y E A S E M E N T 5' W A L K 6' W A L K 6' WA L K 6' W A L K TRASH ENCLOSURE 24' DRIVE AISLE 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT STORM DRAIN 1K SEE SHEET C701 53.4 6 53.3 7 52.8 4 52.8 7 52. 9 0 52.80 53.0 9 53.63 53. 6 5 52.7 9 52.8 2 53.7 9 53.7 3 53.1 2 52.6 6 52.5 4 52.4 2 52.6 6 52.0 5 53.3 7 53.2 2 6" C U R B 53.1 8 0" C U R B 53.2 5 53.2 8 53.8 1 53.5 4 52.73 52.72 52.77 53.53 53.5 4 53.3 8 53. 3 7 5. 3 % 7. 7 % 2.1 % 2. 1 % 2. 1 % 2.1 % 2.7 % 2.1 % 2. 1 % 2. 1 % 2. 1 % 1.7 % 3. 8 % 0.5%0.5%0.5%1.7% 0. 5 % 2.0% 2.0% 1.9% 2.2% 2.2% 50.5 5 ADS BASIN 1L ADS BASIN 1K-1 9. 0 % 8: 1 6:1 5.0 % 11 . 5 % 9:1 10:1 9.4% 8.9% 11:1 9.1% 8.5% 5. 3 % 6. 4 % 5. 0 % 53.1 1 6" C U R B 53.15 0" CU R B 52.8 3 0" C U R B 4.4% 2.1% 11.7% 10.1% 5. 0 % 7.0% 3.0% 1.6% 2.1% 52.68 2' CC 52.11 52.58 52.7 4 52.17 52.14 54.0 2 0.5% 53. 7 0 53.79 53.1 1 53 . 1 2 2. 5 % 4. 7 % 53.63 53.59 53.58 53 . 6 2 53 . 1 1 53.00 52.81 52.8 1 1. 6 % 0.5% 51.6 0 52.1 3 51.9 2 52.58 53 . 1 5 53.1 6 52.8 6 52.84 53 . 0 2 52. 7 4 52 . 5 8 52.5 5 2.0% 2. 0 % 53.4 8 53 . 4 6 2.0 % 2.0% 53.2 5 52.79 0. 5 % 5. 0 % 52.78 52.81 52.30 52. 9 8 52. 9 6 52.55 52.01 53.46 53.3 9 53.34 53.95 52.8 2 53.80 52.9 9 52.75 52.3 6 5.7 %5.3 % 52.47 53. 7 6 10. 4 % 7.4 % 10 . 1 % 5.6 % 5. 6 % 5. 0 % 5. 1 % 7. 8 % 7. 2 % 5.2% 5.2% 10:1 9:1 52.24 52.58 52.4 7 52.1 8 52 . 2 7 52.40 52.24 52 . 2 9 52.9 6 53. 0 2 52.94 52.89 53.0 9 53.1 3 52.53 52.6 3 52.6 0 52.51 53.0 2 6. 3 % 5. 3 % 5.5% 1.5% 9.9% 53 . 7 3 52 . 4 2 52 . 3 6 52.31 1.5% 52.5 6 52.5052.31 52.24 52.4 1 52.5 0 52. 2 4 52 . 8 8 52.92 52.11 53.3 7 53 . 0 0 52 . 6 5 53. 2 6 53 . 1 4 6. 3 % 8. 2 % 3. 3 % 4. 7 % 1. 5 % 1. 7 % 1.4 % 9. 0 % 6. 4 % 5.1 %2.6% 3. 0 % 6. 2 % 1.5% 52. 8 3 52. 9 2 THREE (3) 6" RISERS 53 . 3 3 53 . 3 3 53 . 8 3 53 . 8 3 53 . 8 3 53. 4 7 53. 4 7 53 . 4 7 53 . 4 7 53 . 3 0 53 . 3 0 53 . 3 0 53 . 3 0 53 . 3 0 53 . 3 0 53 . 3 0 53 . 8 0 53. 8 0 53. 8 0 53 . 8 0 53. 7 8 53 . 8 0 53 . 8 0 53 . 1 3 53 . 1 3 53 . 1 3 53 . 1 3 52.95 52.95 52.95 52.95 52.8 8 52.8 8 52. 3 3 52. 3 5 53 . 5 3 53. 5 3 53 . 6 1 53 . 6 1 53.16 53.13 53 . 3 2 53.4 353.5 2 53 . 6 9 53. 6 9 53. 5 2 53 . 5 2 53 . 7 3 53.69 54.19 54.19 54.18 54. 1 9 54 . 0 3 53. 1 2 53 . 4 7 7.4% 8.4% 5.1% 53.02 53. 3 0 53.5 2 53.4 4 5. 3 % 2.0% 54 . 2 7 54 . 1 5 54.1 4 54.2 6 54.3 5 54.15 54.1 6 6.7 % 9.8 % 7.4% 5.5% 54.3 6 54.73 54.75 53.8 4 53.5 1 53.3 2 53.9 9 54.1 1 2. 0 % 52 . 3 7 8:1 7:1 54.83 53.7 1 54.83 54.33 54.33 54.0 8 GRADE BREAK 54.0 8 54.1 6 54.3 8 54.1 6 54.0 3 54.0 8 54.08 54.2 554 . 2 5 54.08 54. 0 0 54. 0 9 54 . 1 9 54 . 1 6 54. 1 6 54 . 2 5 54 . 2 5 54.1 6 54.1 6 54.2 5 54.25 54.83 54.82 54.8 354 . 7 9 54.70 54.67 THREE (3) 6" RISERS 54.1 6 4.2% 2.5% 2. 5 % 53.6 2 53.8 5 GRADE BREAK 7.6% 4. 7 % 4. 0 % 4. 8 % 53.65 53.65 54.40 54.40 54.40 53.73 TAPER FROM 6" TO 0" CURB OVER LENGTH OF DRIVEWAY 52. 4 8 52.6 7 52.1 3 52.92 52.65 52.80 53.31 53.296.1% 5. 2 % 52.5 8 52.5 6 53.1 7 53.1 7 52.6 5 52.6 5 53.1 9 53.3 0 1.4%2. 0 % 1. 8 % 2. 0 % 2.0% 2.0% 2.0% 2.0% 6. 8 % 53.95 53.7 5 52. 7 252.8 0 52.9 5 52.82 53.01 53.81 54.01 C301 GR A D I N G P L A N 12 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 3 0 2 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MATCH LINE - SEE SHEET C303 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DNDN DN DN ELEC ELEC VAULT CABLE W W W W W W W W W W W W W W W W W W W W W W W W W W EEE E E E E E E FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W EEE E E E E E E FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X HYD X X X X X X X W FFE=54.40 FFE=54.19 NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET 78' PROPOSED ROW INLET 1G-2 TRACT A BUCKINGHAM STREET (EX. 68' ROW) (SEE SHEET C802) 26' EAE, UT, DR EASEMENT 12' UTIL ESMT. BUILDING 2 BUILDING 3 20' DRAINAGE EASEMENT PROPOSED SIDEWALK CULVERT SEE SHEET C903 FOR DETAIL 2' PROPOSED DRAINAGE PAN POND BERM ELEV: 4951.0STORM DRAIN 1G SEE SHEET C703 BUCKINGHAM STREET 6' UTILITY EASEMENT 5' W A L K 5' W A L K 63' ROW 5' WALK 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 9' UTILITY EASEMENT 5' WALK 5' W A L K 9' U T I L I T Y E A S E M E N T 26' FL-FL 52. 8 7 52.7 452.5 0 52.65 51.9 0 8. 1 % 8.8 % 6. 6 % 5. 3 % 7. 7 % 2. 1 % 2. 1 % 2.4 % 2.4 % 2. 1 % 2. 1 % 1.4% FOUR (4) 6" RISERS 5.4% 5.0% 5.5% 2.8% 52 . 9 6 4. 3 % 7. 2 % 7. 2 % 8. 5 % 5. 3 % 6. 4 % 5. 0 % 0.5% 53.7 8 54.40 10. 4 % 7.4 % 7. 9 % 6. 4 % 7. 9 % 8. 8 % 7: 1 7:1 7:1 9:1 52.40 52.8 1 52.8 4 53 . 1 052. 5 0 53. 0 0 2. 0 % 53.4 2 53. 8 3 FFE=54.40 BUILDING 3 53. 8 353. 8 3 53 . 3 3 53 . 3 3 53 . 3 3 53 . 3 3 53 . 3 3 53 . 3 3 53 . 8 3 53 . 8 3 53. 4 7 53 . 4 7 53. 4 7 53. 0 0 53. 0 0 53. 0 0 53 . 4 7 53. 4 7 53 . 4 7 53. 4 7 53 . 4 7 53 . 4 7 52. 8 8 52 . 8 8 52.17 52.23 52.8 8 52.8 8 53.4 2 53 . 4 3 53 . 3 2 53.6 1 53. 6 9 53. 6 9 53. 6 1 53. 6 1 53 . 3 2 53.4 353.5 2 53 . 6 9 53. 6 9 53. 5 2 53.4 2 53. 6 9 53 . 6 9 53 . 4 4 53. 4 4 53.44 54.19 54.19 54.19 53.6953. 4 3 53.17 4. 8 % 4. 8 % 54.4 0 54.40 54.40 54.40 53.82 4.6% 53.54 53.54 53.7 3 4T H S T R E E T (P R P . 6 3 ' R O W SE E S H E E T C8 0 1 ) 1.0% 1.0% 1.1% 1.3 % 0. 5 % 51.4 6 51.5 7 51.5 2 51.4 1 50.8 6 50.9 8 6:1 6:1 5:1 6:1 7:1 8:1 10:1 51.9 7 52.0 1 52.0 3 7:1 9:1 2.4% 51.5 8 52.98 52.77 53.08 53.08 52.98 5.2% 5.1% 5.2% 5.7% 4.9% 0.9 % 51.0 0 51 . 0 0 51.00 51.0 0 51.0 0 51.0 1 (50.61) (50.32) (50.26) (49.93) (50.20) 50. 4 0 52.7 1 52.78 53.1 7 53.2 4 53.2 1 53.3 1 5. 3 % 2.0% 8.2% 5.6% 52.7 8 52.8 8 53.0 4 52.9 4 1. 8 % 52.9 8 52.9 0 1.9% 51 . 7 9 51 . 8 3 (50.88) (50.70) 6.2% 6. 5 % 51.0 0 50.9 5 51.59 51.63 51.54 51.7 0 51.60 51.08 51.0 6 51.6 4 51 . 6 0 6.1% 51.6 6 51.8 9 51.67 51.7 0 51.7 1 51.7 1 51 . 4 0 51.5 5 51 . 7 5 1.9% 2. 0 % 2. 0 % 2. 0 % 2. 0 % (50 . 9 6 ) (50 . 8 9 ) STORMWATER CHANNEL OUTSIDE OF ROW TO BE PRIVATELY OWNED AND MAINTAINED. 53.8 1 53.9 0 54 . 0 4 54.10 53.91 C302 GR A D I N G P L A N 13 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MA T C H L I N E - S E E S H E E T C 3 0 1 MATCH LINE - SEE SHEET C304 UD UD UD UD UD UD UD UD UD DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DN DN DNDN DN DN DN DNDN ELEC W CS CS CS G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFE=53.55 FFE=54.40 FFE=53.76 FFE=53.76 33' FL-FL 60' ROW STMH 1E-3 INLET 1E-4 INLET 1E-5 STMH 1E-2 STMH 1E JBOX-1FG OUTFALL (DETAIL 500) JBOX-1FG INLET (DETAIL 500) INLET 1I STMH 1D STMH 1C 3R D S T R E E T (E X . 6 0 ' R O W ) (S E E S H E E T C8 0 3 ) 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 8' UTIL ESMT. 8' UTIL ESMT. 26' FL-FL 26' FL-FL 24' FL-FL BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 4 GA R . 2 GAR. 3 6' U T I L I T Y E A S E M E N T STORMTECH 2 SEE SHEET C705 DRAINAGE EASEMENT DRAINAGE EASEMENT STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1 SEE SHEET C701 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1C SEE SHEET C700 STORM DRAIN 1 SEE SHEET C700 6' W A L K 6' WA L K 6' W A L K 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT 6' W A L K 6' W A L K 26' DRIVE AISLE 6' WALK 5' W A L K 6' WALK 6' WALK TRASH ENCLOSURE 6' U T I L I T Y E A S E M E N T 5' W A L K TRASH ENCLOSURE 53.2 2 6" C U R B 53.1 8 0" C U R B 53.2 5 53.2 8 53.8 1 53.5 4 52.73 52.72 52.77 53.53 53.5 4 53.3 8 53. 3 7 0. 5 % 2.0% 1.9% 2.1% 2.2% 50.5 5 ADS BASIN 1L ADS BASIN 1K-1 6:1 5.0 % 9:1 10:1 5: 1 4: 1 5.8 % 4. 9 % 5. 3 % 5. 8 % 8.3% 11:1 9.1% 11 : 1 8. 6 % 9. 6 % 1.7% 7.1% 8.4% 5.9% 8.1% 5.8% 7.0% 5.8% 9.8% 7.7% 5.0% 53.1 1 6" C U R B 53.15 0" CU R B 52.8 3 0" C U R B 0. 5 % 1.1 % 2. 6 % 2.2% 2.9% 3.2%2.2% 2.1% 2.1% 3.0% 2.8%2.2% 2.2% 1.4% 2.6% 2.0% 2.0% 2.1% 2.5% 3.1% 2.5% 2.2% 2.1% 2.0% 2.1% 2. 5 % 2. 5 % 2.2 % 2. 4 %2.1 % 2. 1 % 2.3% 2.3 % 2.1% 2.1% 2.1% 3.0% 2.8% 2.3% 4.4% 2.1% 11.7% 3.0% 2.1% 4.0% 3.6% 4.0% 4.1% 5.2% 6.2% 6.1% 52.68 2' CC 52.11 52.2 0 52.58 52.3 5 52.0 2 52.58 52.7 4 52.17 52.14 51.6 0 52.1 3 51.9 2 53.1 6 52.8 6 52.84 53 . 0 2 52. 7 4 52 . 5 8 52.5 5 2.0% 53.4 8 53 . 4 6 2.0 % 2.0% 53.2 0 52.8 9 53.2 5 52.79 51.98 51.9053. 7 6 53.7 6 53.76 50. 5 9 52 . 0 8 52.78 52.81 52.30 52. 9 8 52. 9 6 52 . 5 5 52.55 52.01 52.00 53.3 9 53.34 52.8 2 52.6 5 53.0 2 52.0 0 0. 7 % 0. 7 % 51.7 0 51.5 3 0. 8 % 52.8 2 52.7 6 52.3 6 52.4 2 52.2 7 52.2 2 52.15 52.16 52.3 4 52.32 52.4 7 52.1 8 52.53 52.6 3 52.6 0 52.51 53.0 2 6. 3 % 5. 3 % 5.5% 1.5% 9.9% 52 . 2 4 52 . 8 8 52.92 52.11 5.7% 5.5% 5.5% 2.3% 4.1% 2.1% 4.9% 3.7% 10.1% 7.7% 6.2% STORMTECH 1 SEE SHEET C705 STORMTECH 3 SEE SHEET C705 51.64 0. 6 % 0. 8 % 1. 1 % 0.6% 51. 3 8 51.88 52.21 52.4052.7 0 6" C U R B 52.5 5 6"C U R B 52.64 0" CURB 52.46 52.50 52.55 52.78 53.16 53.76 11 . 0 % 8. 4 % 4.2% 5.8 % 5.2 % 3.2% 6:1 5:1 4: 1 7:1 6: 1 6: 1 52.99 52.99 53.08 52.58 51.19 50.82 50.56 50.82 5.1% 5.3% 51.5 02' C C 3.2% 6. 3 % 2.0% 4. 4 % 5.9%0.9% 53.26 52.78 52.74 53.03 52.61 0" CURB 52.21 52.27 0" CU R B 52.25 52. 6 4 53. 1 1 53. 1 5 51.6 9 5. 3 % 6. 5 % 5. 0 % 3. 2 % 52.7 1 52.79 52.8 0 52.98 53.04 52.89 4. 7 % 3. 0 % 52.98 53.2 3 53.30 53.17 53.23 52.81 52.46 52.10 52.17 52.95 52.60 51.4 0 51.27 1.2 % 1.7 % 1. 4 % 49.76 52. 1 9 51. 7 0 51.09 51.71 0.5% 0.5% 49.8551.18 51.2 9 49.6 1 52.00 2. 0 % 8:1 7:1 51 . 7 7 0" C U R B 51.67 52.3 8 51. 9 6 6" C U R B 52.2 9 51.70 51.54 51.520" CURB 51.90 52.1652. 2 3 52 . 1 2 52.01 51 . 8 0 52.3 4 51.89 51.61 2' CC 51 . 8 4 51.58 51 . 5 6 51.62 51.4 9 0" C U R B 52.4 3 1.5% 1.5% 2.2% 1. 6 % 3. 4 % 2. 9 % 3. 6 % 51.06 2. 0 % 51.60 51.9 6 52.1 3 8.3% 0.5% 0. 5 % 51.5 2 51.8 0 6" C U R B 52.980" CU R B 52 . 8 9 4.5 % 9. 7 % 10 : 1 51.59 RIDGELINE RIDGELINE 52.3 4 52.03 2' CC 52.00 51.90 51.86 51.91 1.9% 1.5% 1.7% 51. 9 8 52 . 0 5 52.7 3 52.1 8 52.73 52.2552.09 1.5% 2.0% 2.0% 52. 2 0 52.79 52.85 52.9 6 6.4% 2.5% 8: 1 3.2 % 2.0% 52. 8 3 52 . 9 2 52.85 2.0% 52.8 152.5 4 52.35 53.55 53.5 5 4. 1 % 53.5 8 51.64 52.84 52 . 5 6 52.5 6 52.77 52.9953.0 9 52.93 2.1% 2.1% 2.1% 53.00 53.00 53 . 0 5 53.0 5 6.6 % 8. 3 % 7: 1 52.65 3. 9 % THREE (3) 6" RISERS FOUR (4) 6" RISERS 51.55 51.4 2 51.87 51.76 51.64 51.57 51.62 51.65 51.08 51.05 50.84 50.8 6 1. 0 % 0.5% 50.81 50 . 6 7 50.65 51.29 51.37 STMH wWEIR 1C-1 INLET 1C-2 5.2% 5. 6 % 51.17 51.32 4.8% 7.0 % 5.0% 2. 8 % 1. 5 % 2. 1 % 6. 6 % 10 . 2 % 3. 1 % 1. 5 % 4.1 % 7. 1 % 1. 5 % 2. 4 % 2. 6 % 6. 4 % 5.0 % 2. 2 % 1. 7 % 51.43 52.1 9 5.6% 9:1 7:1 7:1 8:1 9:1 5.5 % 7. 3 % 5. 0 %5.4 % 5.1% 6. 5 % 52.03 52.52 53.3 4 52.0 0 51.9 6 52.0 0 51.8 6 52.0 1 52 . 1 7 52.6 9 51.0 1 51.0 8 51.18 51.79 7. 9 % 52 . 9 6 52. 9 9 51.6 4 51.52 51.7351.87 51.92 52.0 5 51 . 9 6 53 . 3 8 53.5 1 52 . 0 5 52 . 0 5 52 . 0 5 52 . 5 3 52 . 5 3 52 . 5 4 52 . 5 5 51.85 51.9 7 51. 4 0 51.70 51. 5 0 50 . 9 0 6" C U R B 51.12 51. 1 4 51.17 51.12 51.94 53.33 51.35 51.4 0 53.4 6 50 . 9 8 0" C U R B 51 . 0 2 6" C U R B 50. 9 4 0" C U R B 2. 0 %1.7% 52 . 2 0 52 . 2 1 52 . 2 3 51 . 6 8 51 . 6 8 51 . 6 8 51 . 6 8 51 . 6 8 51 . 6 8 51 . 1 8 51 . 1 8 51 . 1 8 53.22 53.22 53.22 53.22 53.23 53.23 53.23 53.23 53.23 53.23 53.23 53.23 53.23 53.23 53.0 2 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 53.02 52 . 1 8 53. 0 0 51 . 2 2 51. 2 2 51 . 4 8 51. 4 8 51 . 4 8 51. 4 8 52.95 52.95 52.95 51 . 8 1 51. 6 9 7.6% 4.7% 4.7% 3. 5 % 3. 8 % 53.9 0 53.62 53.7 3 53.7 3 53.7 353.6553.90 53.90 53.65 53.65 54.40 54.40 54.40 53.73 53 . 7 6 53 . 0 1 53.01 52. 4 8 52.6 7 53.01 53.26 53.2 6 53.0 9 53.09 52.96 52.6 5 52.6 5 53.27 53.27 53.27 53.27 52.91 53.10 53.09 53.09 52.42 52.42 5.7% 7.6% 5.1% 5.2% 7.0% 5.4% 9.1% 9.0% 53.01 53.01 53.01 53.01 53.01 53.2 6 53.76 53.76 53.7 6 53. 7 6 53.6 4 53.76 52.3 3 52.2 1 52.51 52.7 6 FIVE (5) 6" RISERS 53.01 53.76 53.76 53.76 53.01 53.01 53.01 53 . 6 2 53.62 51.1 0 51.1 1 53.01 53.01 53.0 9 53.0 9 53.0 5 52.98 53.26 53.26 53.0 1 53.2 6 53.0 9 53.0 9 53.0 9 53.2 6 53.2 6 53.2 6 53.2 6 53.26 53.76 53.76 53.75 53.76 52.9 3 2. 0 % 6:1 10:1 53.00 5.7% 6.5% 5.0% 2.8% 2.1% 6.8% 5.7% 53.08 53.08 53.08 52.9 9 53 . 0 4 53. 6 3 53.75 53. 8 4 53.7 2 53.6 4 53.6 0 53 . 5 0 53. 7 2 54.08 54.08 54.08 53.3 9 52.82 52.93 4. 5 % 0. 9 % 54.08 54.08 53.58 53.5 8 53.5 8 53.5 8 53.4 1 53.4 1 53.4 1 53.2 6 53.58 53.58 53. 5 5 53.55 53.55 52.69 52.20 52.88 52.80 52.9 7 52.80 52.9 7 52.88 52.88 52.7252.88 53.05 53.18 4.7% 53.18 53.1 8 52.6 752.8 8 52.8 8 4.8% 52.88 52.9 7 52.9 7 52.97 52.9 7 52.8 0 52.8 0 53.5 5 53.5 5 51.8552.1 7 2.0% 2.0% 52.3 8 52 . 2 6 2.0% 52.00 52.04 52.06 52.10 52.2 2 52.11 3R D S T R E E T (E X . 6 0 ' R O W ) (S E E S H E E T C8 0 3 ) 3. 0 % 3. 0 % 3. 0 % 3. 0 % 51.15 51.06 51.24 51.15 51.20 52 . 1 3 52.1 3 6.1% 50.4 4 51.1 3 51.25 51.33 2.0% 2.0% 2.0% 2.0% 2.0% PROPOSED SIDEWALK CULVERT SEE SHEET C903 FOR DETAIL PROPOSED SIDEWALK CULVERT SEE SHEET C903 FOR DETAIL 3.7% 51.9 7 51.97 51.97 51.97 52.05 52.00 51. 8 6 51.94 51.8 6 51.7 8 C303 GR A D I N G P L A N 14 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 3 0 4 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MATCH LINE - SEE SHEET C301 MATCH LINE - SEE SHEET C305 UD UD UD UD UD UD UD UD UD UD UD DNDN DNDN E E E E E E E E E E E E E E E E X X X E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET TRACT A OUTLOT Z LOT 1 FFE=54.08 FFE=53.55 FFE=54.40 2' PROPOSED DRAINAGE PAN JBOX-1B (DETAIL 502) INLET 1B-4 INLET 1B-3INLET 1B-2 26' EAE, UT, DR EASEMENT 31.5' UTIL AND DRAINAGE ESMT. BUILDING 3 BUILDING 5 BUILDING 7 9' U T I L I T Y E A S E M E N T DETENTION POND PROPOSED INLET POND BERM ELEV: 4951.0 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B-1 SEE SHEET C701 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 1C SEE SHEET C700 STORM DRAIN 1 SEE SHEET C700 4T H S T R E E T (P R P . 6 3 ' R O W SE E S H E E T C8 0 1 ) 5' W A L K 6' W A L K 6' WALK 6' WALK 6' WALK TRASH ENCLOSURE 5' W A L K 9' U T I L I T Y E A S E M E N T 63' ROW 5' W A L K 9' U T I L I T Y E A S E M E N T 5' W A L K LANDSCAPE RETAINING WALL 5.0% 5.5% 2.8% 8.8% 3.8% 9:1 7: 1 4. 9 % 6. 3 % 5. 2 % 5.8 % 4. 9 % 5. 3 % 11 : 1 8. 6 % 7.1% 8.4% 5.9% 8.1% 5.8% 7.0% 5.8% 9.8% 7.7% 5.0% 4.1% 4.2 % 3.8% 4.4% 4. 8 % 4.2% 6. 8 % 4. 2 % 4.2% 2.9% 3.7% 5.0% 3.0 % 4.1% 1. 3 % 1.7 % 1.6% 2. 8 % STORMTECH 3 SEE SHEET C705 STORMTECH 4 SEE SHEET C705 51.64 52.84 52 . 5 6 52.5 6 52.77 52.9953.0 9 52.93 53.00 53.0 5 6.6 % 8. 3 % 7: 1 52.65 52.57 52.57 52.45 52.50 4. 9 % 3. 9 % 2. 0 % 2. 0 % 1. 4 % 7:1 7.4 % 3.5% 2.0 % 2. 0 % 52. 0 7 52 . 6 9 52.96 53.4 2 53.33 53.30 52 . 9 5 51.72 51 . 8 1 51.71 51.46 51.28 51.58 51.9 3 51.90 49.84 50.06 50.79 51.71 51 . 3 7 1.4 % 1.4 % 1.0 % 2.1 % 1. 1 % 2.3 % 1.7% 51.9 8 4.4% 4. 8 % 0.5%0.5% 2. 0 % 0.5% 51.29 51.37 51. 3 9 51.32 51.0 3 50 . 7 5 50.7 2 51 . 0 1 51. 0 6 51 . 3 0 51 . 2 3 51.1 7 STMH wWEIR 1C-1 4.8% 7.0 % 5.0% 2. 8 % 1. 5 % 1. 9 % 2.8 % 2.5 % 2. 2 % 2. 2 % 3. 1 % 1. 5 % 2. 3 % 3. 4 % 1. 9 % 3. 2 % 1.5 % 9.9% 9:1 5:1 10:1 51. 0 8 51 . 1 8 0.5% 51.1 8 51.3 7 51 . 5 1 51.2 7 2.3 % 51.4 3 51.68 52.05 52 . 5 5 51.4 5 51 . 4 1 51.8 8 51.9 1 51.6 4 51.52 51.7351.87 51.92 52.0 5 51 . 9 6 53 . 3 8 52 . 0 5 52 . 0 5 52 . 0 4 52 . 0 5 52 . 0 5 52 . 0 5 52 . 0 5 52 . 0 5 52 . 0 5 52 . 0 5 52 . 5 3 51.84 51.85 51 . 6 3 51 . 4 5 51.70 50 . 9 0 6" C U R B 51.12 51. 1 4 51.17 51.12 51.94 51.4 0 53.4 6 50 . 9 8 0" C U R B 51 . 0 2 6" C U R B 50. 9 4 0" C U R B 2. 0 % 1. 9 % 51 . 3 5 51. 5 3 2. 0 %1.7% 52.1051.9051.68 51.76 52.6 3 51.67 2. 0 % 51.8 6 51.73 FFE=54.40 BUILDING 3 RIDGELINE 51 . 8 1 51. 6 9 3. 8 % 4. 7 % 54.4 0 54.40 54.40 54.40 53.82 53.8 2 4.6% 53.54 53.54 53.6 553.6 5 53.6 5 53.7 3 53.7 3 53.6 3 53.9 0 53.9 0 53.62 53.7 3 53.7 3 53.7 353.6553.90 53 . 7 3 SIX (6) 6" RISERS 53.5 8 53.5 8 53.4 1 53.4 1 53.4 1 53.2 6 53.58 51.02 51.08 53.58 53.58 53.58 53.2 1 53.4 1 53.4 1 53.4 1 53.4 1 53.2 4 53.2 4 53.2 4 54.08 54.04 54.02 54.08 54.04 54.00 53.33 52.69 52.20 52.80 52.9 7 52.80 52.9 7 52.88 52.88 52.7252.88 53.05 53.18 4.7% 53.18 53.1 8 52.6 752.8 8 52.8 8 4.8% 52.88 52.9 7 52.9 7 52.97 52.9 7 52.8 0 52.8 0 51.8552.1 7 2.0% 2.0% 52.3 8 52 . 2 6 2.0% 52.00 51.8 8 52.04 52.06 52.10 52.2 2 52.1 9 51.9 9 52.11 4T H S T R E E T (P R P . 6 3 ' R O W SE E S H E E T C8 0 1 ) 45.6 1 48.6 5 45.2 9 45.1 7 44.8 1 44.5 3 0. 6 % 0.6% 44.9 5 0. 6 % 45.4 3 0. 6 % 6:1 8: 1 8: 1 5:1 4:1 5:1 5:1 4:1 9:1 7:1 6:1 6:1 1.3% 1.1% 1.1% 1.0% 0. 5 % 50.9 8 50.4 0 4:1 4:1 4:1 3:1 4:1 6:1 6:1 52.0 3 51.9 1 2.9% 6.9% 9:1 7:153.08 53.08 52.98 52.0 8 5.2% 5.1% 5.0% 5.0% 5.0% 4.9% 3.1% 1.3% 1.1% 1.4% POND BERM ELEV: 4951.0 47.2 5 8:1 4:1 5:1 3:1 3:1 51.0 0 51.0 0 51.0 0 51.0 0 51.0 0 51.0 0 51.0 0 51.0 0 51 . 0 0 51.00 51.0 0 51.0 0 (48.00) (46.00) (47.37) (49.00) (48.17) (49.63) (50.15) (50.20) (50.30) (50.84) (50.89) (50.61) 3.5 % 3.4% 2.9% 3.1 % 3.0% 2.8% 3.0% 2.1% 2. 8 % 2.4% 2.1% 47.67 45.54 48.1 7 48.0 4 46.3 2 48.82 46.3 3 48.83 45.8 9 48.39 47.6 0 48.10 45.3 5 45.3 1 45.77 46.7 4 47.15 46.91 46.24 45.92 45.70 45.48 45.27 POND BOTTOM POND BOTTOM 51.0 3 51.7 4 51.8 4 51.1 1 51.2 1 51.66 51. 7 5 3.6% 4.2% 1.4% 1.8% 7. 4 % 5. 6 % 51.8 3 51.7 3 51.2 8 51.3 6 51.8 6 51.7 6 1.8% 52.4 2 52.5 7 52.6 3 52.7 3 52.2 6 52.4 0 52.4 9 52.5 2 2.0% 52.3 9 52.4 8 2. 4 % 2. 5 % 52.6 9 52.7 9 2.0 % 100-YR WSEL: 4950.00 100-YR WSEL: 4950.00 TURF REINFORCEMENT MAT SCOUR STOP 2.0% 2.0% 2.0% 2.0% 2.0% 53.84 53.69 53 . 6 9 53.61 53.90 52.5 6 52.6 4 52.7 9 52.84 53.8 1 53.9 0 54 . 0 4 54.10 53.91 C304 GR A D I N G P L A N 15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MA T C H L I N E - S E E S H E E T C 3 0 3 MATCH LINE - SEE SHEET C302 MATCH LINE - SEE SHEET C306 DNDN DNDN X X X X X X X X X X X X X X S S D CS CS W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W D E E E E E E E E E E X X X G TRACT B FFE=53.76 ODELL INVESTMENTS LLC 800 E LINCOLN AVE 33 . 5 ' F L - F L LOGAN STREET LOGAN STREET (PRP. 63' ROW SEE SHEET C800) BUILDING 6 9' UTILITY EASEMENT 6' UTILITY EASEMENT 30' ACCESS EASEMENT EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 6' W A L K 6' U T I L I T Y E A S E M E N T 5' W A L K 6' U T I L I T Y E A S E M E N T 5' W A L K 5' WALK 5' WALK 63' ROW TEMPORARY CONSTRUCTION EASEMENT REC. NO. ____________ 7:1 7:1 8:1 9:1 5.5 % 7. 3 % 5. 0 % 6. 2 % 5.4 % 6. 2 % 4. 9 % 5.1% 6. 5 % 8. 0 % 5. 3 % 7. 2 % 4. 8 % 3. 5 % 3. 8 % FIVE (5) 6" RISERS 53.76 53.76 53.76 53.01 53.01 53.01 53. 6 2 53.62 51.1 0 51.1 1 53.01 53.01 53.0 9 53.0 9 53.0 5 52.98 52.5 0 52.5 0 53.26 53.26 53.0 1 53.2 6 53.0 9 53.0 9 53.0 9 53.2 6 53.2 6 53.2 6 53.2 6 53.26 53.76 53.76 53.75 5.7% 6.5% 5.0% 2.8% 2.1% 53.08 53.08 53.08 53. 6 3 53.75 53 . 8 4 53.7 2 53.6 4 53.6 0 53 . 5 0 53 . 7 2 54.08 54.08 52.82 52.93 52.60 52.62 4. 5 % 0. 9 % 54.08 54.08 53.58 53.5 8 53.5 8 53.5 8 53.4 1 53.4 1 53.4 1 53.2 6 53.58 52. 8 8 52 . 8 8 53.58 3R D S T R E E T (E X . 6 0 ' R O W ) (S E E S H E E T C8 0 3 ) 4: 1 4:1 4:1 4: 1 5: 1 2. 1 % 2. 1 % 2. 1 % 2. 1 % 2. 1 % 2. 6 % 2. 1 % 2. 5 % 2. 1 % 2. 1 % 52.0 5 51.9 0 50.0 0 50.3 8 49.2 5 48.8 7 2.1 % 2.1 % 2.1 % 49.3 1 49.43 49.81 49.6 7 51.6 2 51.5 3 52.0 2 51.7 8 (51.0 0 ) (51.0 5 ) (51.1 2 ) (51.1 2 ) (51.1 7 ) (51.2 4 ) (51 . 3 2 ) (4 7 . 0 2 ) (4 6 . 8 5 ) (46 . 6 7 ) (46 . 5 4 ) (46 . 4 9 ) (4 6 . 6 5 ) (46 . 7 6 ) (47 . 8 5 ) (47.9 5 ) (47.9 9 ) 2.1 % 3.7 % 46 . 1 7 9: 1 10 : 1 3.2 % 3. 8 % 1.3 % 3. 9 % 1.2% 4.4% 9:1 51.6 8 51.9 7 51.7 8 52.0 7 3.7%3.5% 2. 0 % 4. 1 % 3. 7 % 52.3 1 52.2 1 51.9 6 52.0 8 51.9 9 52.0 9 52.3 4 52.2 4 1.7%1.5% 52.66 52.66 51.4 9 51.15 3. 4 % 6.1% 50.6 5 50.6 7 50.4 1 50.4 4 51.1 4 51.1 3 51.22 51. 0 7 51.25 51.33 50.8 150.79 51.4 8 50.81 50.90 51.4 5 51.43 51.4 6 7. 7 % 7.4% 51.5 4 51.47 51. 5 6 51. 5 9 (51 . 5 0 ) 1.7 % 2. 0 % 2. 0 % 2. 0 % 7. 4 % 7. 7 % 3.7 % 51.9 7 51.97 51.97 51.97 52.05 C305 GR A D I N G P L A N 16 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 3 0 6 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MATCH LINE - SEE SHEET C303 DNDN ST AC D E E E E E E E E D E E E E E E E X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ST AC D E E E E E E E E D E E E E E E 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 AC ACACAC ACAC E EELEC BRKR E EELEC BRKR E EELEC BRKR E EELEC BRKR D D E EELEC BRKRE EELEC BRKRE EELEC BRKR E EELEC BRKR E EELEC BRKR E E E X ODELL INVESTMENTS LLC 800 E LINCOLN AVE OUTLOT Z 20' DRAINAGE EASEMENT FFE=54.08 G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________ EXISTING DRAINAGE EASEMENT (REC. #20130033412) LOGAN STREET (PRP. 63' ROW SEE SHEET C800) 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ BUILDING 7 9' UTILITY EASEMENT DETENTION POND 30' SANITARY SEWER AND ACCESS EASEMENT TIE INTO EXISTING MANHOLE EX. STORM MANHOLE RIM: 4947.73 INV IN (NE): 4943.26 15" PVC INV OUT: 4943.21 15" PVC TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 CONCRETE WEIR EMERGENCY SPILLWAY ELEV: 4950.0 POND BERM ELEV: 4951.0 ACCESS EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ 33 . 5 ' F L - F L STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 4T H S T R E E T (P R P . 6 3 ' R O W SE E S H E E T C8 0 1 ) 5' WALK 6' UTILITY EASEMENT 5' WALK 5' W A L K 9' U T I L I T Y E A S E M E N T 63' ROW 63' ROW 9' U T I L I T Y E A S E M E N T LANDSCAPE RETAINING WALL LANDSCAPE RETAINING WALL TEMPORARY CONSTRUCTION EASEMENT REC. NO. ____________ 2' PROPOSED DRAINAGE PAN LANDSCAPE RETAINING WALL 5. 3 % 7. 2 % 5. 7 % 8. 2 % 5. 7 % 9: 1 10 : 1 9.9% 9:1 3. 8 % 4. 7 % SIX (6) 6" RISERS 53.5 8 53.5 8 53.4 1 53.4 1 53.4 1 53.2 6 53.58 52. 8 8 52. 8 8 52. 7 4 52 . 7 4 51.02 51.08 INLET 2C INLET 2B 53.58 53.58 53.58 53.2 1 53.4 1 53.4 1 53.4 1 53.4 1 53.2 4 53.2 4 53.2 4 54.08 54.04 54.02 54.08 54.04 54.00 53.33 44.5 3 44.3 2 44. 3 1 44.2 1 44.6 8 0.6% 0.6 % 0.6 % 0. 6 % 7: 1 4:1 4:1 5:1 4:1 5:1 9:1 6:1 7: 1 1. 2 % 3: 1 10 . 2 % 3:1 3:1 4:1 4:1 4:1 4:1 4: 1 4:1 4:1 4: 1 4: 1 4: 1 2. 5 % 2. 1 % 2. 1 % 2. 1 % 2. 1 % 2. 3 % 1.8 % 4.0% 1.7% 1.2% 1.3% 1.1 % 3:1 6:1 4:1 51.0 0 51.0 0 (48.46) (48.78) (48.00) (46.00) 3.5 % 1. 9 % 2. 5 % 1.7% 1.9 % 3.4% 2.3 % 3.2 % 47.67 45.54 48.3 5 44.3 5 48.1 7 48.0 4 44 . 0 7 44.2 3 48.2 3 48.27 45.3 6 47.8 6 44.8 1 47.31 47.18 46.3 2 48.82 51.0 0 4: 1 45.27 51.0 0 50.0 0 51.0 4 50.0 4 50.0 1 51.0 0 50.0 0 51.0 0 51.0 051.0 0 51.0 2 50.1 9 49.3 3 47.9 2 49.5 4 46.0 2 45.4 6 45. 3 2 46 . 3 8 (52 . 8 4 ) (46 . 4 1 ) (47.47) (47 . 4 3 ) (47 . 7 5 ) (48 . 8 3 ) 2. 3 % 2. 2 % 2. 5 % 2.0 % 2.1% 10 : 1 9: 1 9: 1 50.5 0 50.4 4 50.8 650.37 50.14 50.25 49. 3 2 48.42 49. 3 0 48.90 49.7 8 49.9 1 50.6 7 50.5 1 48.87 9. 4 % 6: 1 4: 1 4:1 4:1 49.59 50.50 50.4 4 49.9 1 49.6 9 49.5 0 49.51 49.48 49.40 49.12 48.24 48.85 (47.01) 47.24 47.8 0 48.35 3:1 2:1 47.83 48.2 7 47.8 2 48.7 6 49.10 DRAINAGE AND ACCESS EASEMENT 5. 8 % 4.4 % 5.7% (51.31) (52.52) (53.00) (54.00) (54.11) (53.87) (47.16) (49.00) (52.00) (52.74) (53.53) (54.61) 1. 2 % 1.2 % 1.2% 1.2% 1.4 % 0. 5 % 24' TRUCK ACCESS DRIVE 24' TRUCK ACCESS DRIVE 50.4 6 50.8 9 50.9 2 50.9 9 51.0 0 50.3 450.38 2.1 % 3. 4 % 1.5%5.1% 7. 4 % 6.3% 50.3 7 50.8 8 50.9 8 2.0% 50.4 6 50.5 3 51.1 7 51.08 51.6 7 4. 8 % 0.9% 51.0 3 51.11 100-YR WSEL: 4950.00 2. 0 % 2. 0 % TURF REINFORCEMENT MAT SCOUR STOP 49.4 8 53.84 53.69 53 . 6 9 53.61 53.90 C306 GR A D I N G P L A N 17 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 3 0 5 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.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 VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.ALL FRONT ENTRANCES TO BUILDINGS (EXCLUDING ONES WITH STAIRS) HAVE BEEN DESIGNED TO BE ADA COMPLIANT. ELEVATIONS PROVIDED AT THE CONNECTION POINT OF THE PATH TO THE FRONT DOOR PATIO ARE BASED ON AN INTERIOR ENTRYWAY SLOPED AT 2% (8" BELOW FF AT FRONT DOOR). SEE ARCHITECTURE PLAN FOR MORE DETAILS. 6.ALL SPOTS AT ENTRANCES OF ATTACHED GARAGES ARE BASED ON VARYING AMOUNT OF STAIRS (6" INCREMENTS) FROM THE FFE + 2% FROM BACK OF GARAGE TO GARAGE DOOR. SEE ARCHITECTURE PLANS FOR EXACT AMOUNT OF STAIRS PER GARAGE. 7.ALL DETACHED GARAGE ELEVATIONS ARE BASED ON 6" MINIMUM OF EXPOSED FOUNDATION. SPOT ELEVATIONS AT THE GARAGE DOOR ARE BASED ON THE INTERIOR GARAGE PAD AT TF - 6", THEN SLOPED TO THE GARAGE DOOR AT 2% (UNLESS NOTED OTHERWISE). 8.SIDEWALKS ALONG BUCKINGHAM ST, 3RD STREET, NORTH SIDE OF LOGAN AVE AND THE SPOTS PROVIDED ALONG 4TH STREET VARY FROM THE TYPICAL 2% TREE LAWN. ALL SPOT ELEVATIONS PROVIDED ARE AT THE BACK OF SIDEWALK AND ACCOUNT FOR A 2% MAX CROSS SLOPE OUT TO THE STREET (UNLESS OTHERWISE NOTED). THE 3' LANDSCAPE BUFFER ALONG LOGAN, 3RD ST AND BUCKINGHAM ST WILL VARY IN GRADE UP TO 4:1 MAX. 9.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 10.ALL WATER METERS SHALL HAVE A MINIMUM 2%, MAXIMUM 10% SLOPE AWAY FROM THE LID FOR A DISTANCE OF 4' AROUND THE ENTIRE LID. SPOT ELEVATIONS ARE PROVIDED HEREON. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK SAWCUT PROPOSED RIDGELINE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C302 C303 C304 C305 C306 C301 MATCH LINE - SEE SHEET C304 X X D E E E D E E S ELEC ELEC VAULT CABLE ELEC ELEC D CS W CS CS CS CS CS S W W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W EEE E E FO FO FO G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E X X X X X 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24" SSS / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DNDN DN DN DNDN DN DN DN DN DNDN X X D E E E D E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W T T T T G G G G G G G G G G G E G G G G G G G G G G G G G G G G G G G G G G G G G G E S S S S ELEC METERS EL E C M E T E R S EL E C M E T E R S ELEC METERS EL E C M E T E R S EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S GA S M E T E R S GAS METERS GA S M E T E R S GA S M E T E R S GAS METERS E E G G G G G E E E E E E E E E E E E E E E E E E E E EEEEEEEE E E E E E E E E E E E E FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E S SS S E E E E E E E E W F F WW F F W F W F W UD UD E E E E E E E UD UD UD DUCTILE IRON NYLOPLAST T W DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST W F NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET ODELL INVESTMENTS LLC 800 E LINCOLN AVE ALFREDO LOZANO 128 3RD STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET 900 E LINCOLN AVE 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' 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 9' U T I L I T Y E A S E M E N T 6' UTILITY EASEMENT 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT LOGAN STREET (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 3 ' R O W ) 8' UTIL ESMT.8' UTIL ESMT. 31' UTIL AND DRAINAGE ESMT. 10' UTIL ESMT. 12' UTIL ESMT. 10' UTIL ESMT. 26' FL-FL 26' FL-FL 26' FL-FL 24' FL-FL 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 1 GAR. 2 GAR. 3 EX. STORM MANHOLE RIM: 4947.73 INV IN (NE): 4943.26 15" PVC INV OUT: 4943.21 15" PVC TIE INTO EXISTING MANHOLE EXISTING GASLINE EXISTING WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) EXISTING 8" DIP WATERLINE (FC) EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STREETLIGHT EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING GASLINE TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 CONNECT TO EXISTING 8" DIP WATERLINE w/ 8X8 TEE AND TB CONNECT TO EXISTING 12" DIP WATERLINE W/ WET TAP AND TB PROPOSED FIRE HYDRANT 20' DRAINAGE EASEMENT STORMTECH 4STORMTECH 3 STORMTECH 2 STORMTECH 1 TRACT A TRACT B LOT 1 OUTLOT Z DETENTION POND CONCRETE ENCASEMENT OF SEWER ACCESS EASEMENT DRAINAGE EASEMENT 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ DRAINAGE AND ACCESS EASEMENT 30' SANITARY SEWER AND ACCESS EASEMENT 20' DRAINAGE EASEMENT FDC LOCATION (TYP.) SANITARY LINE A SEE SHEET C501 SANITARY LINE A3 SEE SHEET C501 SANITARY LINE A SEE SHEET C500 30' ACCESS EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ DRAINAGE EASEMENT SANITARY LINE A SEE SHEET C500 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1G SEE SHEET C703 STORM DRAIN 1 SEE SHEET C701 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1C SEE SHEET C700 WATER LINE 1 SEE SHEET C601 WATER LINE 1 SEE SHEET C600 WATER LINE 1 SEE SHEET C600 10' UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. ___________________ STORM DRAIN 1K SEE SHEET C701 ROOF DRAIN 6 SEE SHEETS C401-C402 ROOF DRAIN 5 SEE SHEET C403 ROOF DRAIN 4 SEE SHEET C403 ROOF DRAIN 3 SEE SHEET C403 ROOF DRAIN 2 SEE SHEET C403-C404 ROOF DRAIN 1 SEE SHEET C403-C404 SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C400 OV E R A L L U T I L I T Y P L A N 18 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet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° BEND N:132901.46 E:198382.36 T T E G 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 S ELEC METERS EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S E E E G G G EEEEEEEEEEEEEE E E E E E E E E E E E FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E F W W F DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST BUILDING 1 GAR. 1 GAR. 2 6' UTILITY EASEMENT STORM DRAIN 1 SEE SHEET C701 SANITARY LINE A SEE SHEET C501 EXISTING STREETLIGHT FDC LOCATION STORM DRAIN 1G SEE SHEET C703 SEWER SERVICE (TYP.) 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 12"X6" WET TAP w/MJR 1 - 6" GV (S) EXISTING 8" DIP WATERLINE (FC) BUCKINGHAM STREET (EX. 68' ROW) 3R D S T R E E T (E X . 6 0 ' R O W ) 1-1/2" WATER METER VAULT AND CURB STOP 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 8"X6" WET TAP w/MJR 1 - 6" GV (E) STORM DRAIN 1K SEE SHEET C701 BUILDING 2 6' UTILITY EASEMENT 5' WALK 6' W A L K 6' U T I L I T Y E A S E M E N T 5' W A L K 6' WALK 6' W A L K STORM DRAIN 1G SEE SHEET C703 26' EAE, UT, DR EASEMENT 10' UTIL ESMT. 26' FL-FL 26' FL-FL RD6_TEE 1 INV. IN=4948.85 (W) INV. IN=4948.85 (E) INV. OUT=4948.85 (S) FG=4952.71 RD6_CO-1 INV. OUT=4949.62 (E) FG=4953.59 195.03 LF 8" PVC @ 0.50% 154.97 LF 8" PVC @ 0.50% 23.61 LF 8" PVC @ 0.50% SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. 1-1/2" WATER METER VAULT AND CURB STOP N:132907.68 E:198179.41 PROPOSED STREETLIGHT PROPOSED STREETLIGHT PROPOSED STREETLIGHT PROPOSED ELECTRIC PEDESTAL PROPOSED TRANSFORMER PROPOSED TRANSFORMER 27.86 LF 8" PVC @ 0.50% Structure - (214) INV. IN=4948.99 (E) INV. OUT=4948.99 (W) FG=4952.70 24' DRIVE AISLE 24' EAE, UT, DR EASEMENT GAS METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) 12' UTIL ESMT. PROPOSED FIRE HYDRANT CONNECT TO EXISTING WATER LINE 8" X 6" WET TAP w/MJR FH ASSEMBLY (E) Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C401 UT I L I T Y P L A N 19 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 2 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C403 ELEC ELEC VAULT CABLE W W W W W W W W W W W W W W W W W W W W W W W W W W EEEE E E E E E E FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W EEEE E E E E E E FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E X X X X X X X HYD X X X X X X X W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DNDN DN DN 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G E E E G G G G G G G S S EL E C M E T E R S GA S M E T E R S E E E E E E E E E EEEEEEEE FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FOE G E E E E E E E E W F T BUILDING 3 SIDEWALK CULVERT PROPOSED DRAINAGE PAN STORM DRAIN 1G SEE SHEET C703 SANITARY LINE A SEE SHEET C500 WATER LINE 1 SEE SHEET C601 EXISTING GASLINE EXISTING WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) EXISTING FIRE HYDRANT EXISTING ELECTRIC EXISTING FIBER OPTIC SEWER SERVICE (TYP.) FDC LOCATION FDC LOCATION GAS METERS (TYP.) BUCKINGHAM STREET (EX. 68' ROW) CONNECT TO EXISTING WATER LINE 1-1/2" WATER METER VAULT AND CURB STOP 6" FIRE SERVICE BUILDING 2 6' UTILITY EASEMENT 5' W A L K 5' W A L K 5' WALK 9' U T I L I T Y E A S E M E N T 9' UTILITY EASEMENT 5' WALK 5' W A L K 8' U T I L I T Y E A S E M E N T PROPOSED FIRE HYDRANT 8' U T I L I T Y E A S E M E N T 26' EAE, UT, DR EASEMENT 12' UTIL ESMT. 20' DRAINAGE EASEMENT RD6_CO-2 INV. OUT=4949.96 (W) FG=4953.05 195.03 LF 8" PVC @ 0.50% SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. PROPOSED STREETLIGHT PROPOSED STREETLIGHTPROPOSED TRANSFORMER SANITARY LINE A SEE SHEET C501 GAS METERS (TYP.) ELECTRIC METERS (TYP.) 12' UTIL ESMT. Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 1 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C404 C402 UT I L I T Y P L A N 20 ELEC W CS CS CS G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W DN DN DNDN DN DN DN DNDN 90° BEND N:132699.87 E:198406.83 90° BEND N:132552.26 E:198206.80 T T 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 S ELEC METERS EL E C M E T E R S ELEC METERS EL E C M E T E R S GAS METERS GA S M E T E R S GA S M E T E R S GAS METERS E E G G G G G G G E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E S S E E F W F W F W UD UD UD EE E E E E E E E E E E E E UD UD UD UD UD UD DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST 3R D S T R E E T (E X . 6 0 ' R O W ) BUILDING 5 BUILDING 6 BUILDING 4 GAR. 2 GAR. 3 DRAINAGE EASEMENT DRAINAGE EASEMENT STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1 SEE SHEET C701 EXISTING 8" DIP WATERLINE (FC) EXISTING STREETLIGHT 6" SEWER SERVICE PROPOSED TRANSFORMER ELECTRIC METERS (TYP.) GAS METERS (TYP.) FDC LOCATION FDC LOCATION FDC LOCATION DRAINAGE EASEMENT STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1C SEE SHEET C700 FDC LOCATION EXISTING 8" DIP WATERLINE (FC) 3R D S T R E E T (E X . 6 0 ' R O W ) 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 8"X6" WET TAP w/MJR 1 - 6" GV (E) 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 8"X6" WET TAP w/MJR 1 - 6" GV (E) 1-1/2" WATER METER VAULT AND CURB STOP 1-1/2" WATER METER VAULT AND CURB STOP STORM DRAIN 1K SEE SHEET C701 6' U T I L I T Y E A S E M E N T 6' WALK 6' W A L K 6' W A L K 5' W A L K 6' WALK 6' WALK 6' U T I L I T Y E A S E M E N T 5' W A L K STORM DRAIN 1G SEE SHEET C703 6' WALK RD3_45° BEND 2 INV. IN=4948.02 (NW) INV. OUT=4948.02 (S) FG=4951.22 RD3_45° BEND 1 INV. IN=4948.19 (N) INV. OUT=4948.19 (SE) FG=4952.23 RD3_CO-1 INV. OUT=4949.13 (S) FG=4952.46 26' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 24' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 8' UTIL ESMT. 8' UTIL ESMT. 26' FL-FL 26' FL-FL 24' FL-FL RD2_TEE 1 INV. IN=4949.14 (W) INV. IN=4949.14 (E) INV. OUT=4949.14 (S) FG=4953.12 11.97 LF 8" PVC @ 0.50% RD2.1_BEND 1 INV. IN=4949.20 (W) INV. OUT=4949.20 (E) FG=4953.1738.32 LF 8" PVC @ 0.50% RD2.1_CO-1 INV. OUT=4949.39 (E) FG=4953.07 27 . 2 7 L F 8 " P V C @ 0 . 5 0 % RD2_ADS BASIN 1 INV. IN=4949.00 (N) INV. OUT=4949.01 (SE) FG=4951.64 10.38 LF 8" PVC @ 0.50% 56 . 4 7 L F 8 " P V C @ 0 . 5 0 % RD2_BEND 1 INV. IN=4948.96 (NW) INV. OUT=4948.96 (S) FG=4952.40 RD2_BEND 4 INV. IN=4948.35 (N) INV. OUT=4948.35 (S) FG=4952.11 80 . 0 4 L F 8 " P V C @ 0 . 5 0 % RD2_BEND 5 INV. IN=4947.95 (N) INV. OUT=4947.95 (SW) FG=4951.08 11.94 LF 8" PVC @ 0.50% 18 8 . 6 4 L F 8 " P V C @ 0 . 5 0 % 33. 7 8 L F 8 " P V C @ 0 . 5 0 % 4.13 LF 8" PVC @ 0.50% RD1_CO-1 INV. OUT=4949.94 (E) FG=4951.86 159.70 LF 8" PVC @ 0.50% RD4_CO-2 INV. OUT=4948.95 (W) FG=4951.76 RD4_TEE 1 INV. IN=4948.58 (W) INV. IN=4948.58 (E) INV. OUT=4948.58 (N) FG=4951.43 RD4_CO-1 INV. OUT=4949.05 (E) FG=4950.93 12.87 LF 8" PVC @ 0.50% 74.31 LF 8" PVC @ 0.50% 93.16 LF 8" PVC @ 0.50% RD5.1_CO-1 INV. OUT=4949.52 (S) FG=4953.02 10 5 . 0 8 L F 8 " P V C @ 0 . 5 0 % RD5_CO-1 INV. IN=4948.99 (N) INV. OUT=4948.99 (SE) FG=4952.40 21.20 LF 8" PVC @ 0.50% RD5_CO1 INV. OUT=4949.70 (N) FG=4953.01 71 . 9 1 L F 8 " P V C @ 0 . 5 0 % RD5_BEND 1 INV. IN=4949.34 (S) INV. OUT=4949.34 (E) FG=4952.54 22.07 LF 8" PVC @ 0.50% SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. PROPOSED STREETLIGHT PROPOSED STREETLIGHT PROPOSED ELECTRIC PEDESTAL 24' EAE, UT, DR EASEMENT GAS METERS (TYP.) GAS METERS (TYP.)GAS METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) STORM DRAIN 1 SEE SHEET C700 STORMTECH 2 SEE SHEET C705 STORMTECH 1 SEE SHEET C705 STORMTECH 3 SEE SHEET C705 SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. PROPOSED FIRE HYDRANT CONNECT TO EXISTING WATER LINE 8" X 6" WET TAP w/MJR FH ASSEMBLY (E) Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 4 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C405 MATCH LINE - SEE SHEET C401 C403 UT I L I T Y P L A N 21 E E E E E E E E E E E E E E E E X X X E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X DNDN DNDN 90° BEND N:132699.87 E:198406.83 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G G G G G G G G G G G G G EL E C M E T E R S GA S M E T E R S G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S S S W F F UD UD UD E E E E E E E E E UD UD UD UD UD UD UD UD W W F 4T H S T R E E T (P R P . 6 3 ' R O W ) BUILDING 3 BUILDING 5 BUILDING 7 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 DETENTION POND SANITARY LINE A SEE SHEET C500 6" SEWER SERVICE (TYP.) SANITARY LINE A SEE SHEET C500 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 1 SEE SHEET C700 FDC LOCATION GAS METERS (TYP.) 4T H S T R E E T (P R P . 6 3 ' R O W ) 1-1/2" WATER METER VAULT AND CURB STOP 1-1/2" WATER METER VAULT AND CURB STOP 6" FIRE SERVICE 6" FIRE SERVICE 1" IRRIGATION METER 5' W A L K 8' U T I L I T Y E A S E M E N T 6' WALK 5' W A L K PROPOSED FIRE HYDRANT 6' W A L K 6' WALK 9' U T I L I T Y E A S E M E N T 5' W A L K 6" SEWER SERVICE (TYP.) 5' W A L K 26' EAE, UT, DR EASEMENT 31.5' UTIL AND DRAINAGE ESMT. 10' UTILITY EASEMENT RD2.1_ADS BASIN 1 INV. OUT=4949.65 (W) FG=4952.07 14.28 LF 8" PVC @ 0.50% RD2.1_BEND 2 INV. IN=4949.57 (E) INV. OUT=4949.57 (W) FG=4952.83 86.84 LF 8" PVC @ 0.50% RD2_TEE 1 INV. IN=4949.14 (W) INV. IN=4949.14 (E) INV. OUT=4949.14 (S) FG=4953.12 11.97 LF 8" PVC @ 0.50% RD2.1_BEND 1 INV. IN=4949.20 (W) INV. OUT=4949.20 (E) FG=4953.1738.32 LF 8" PVC @ 0.50% 27 . 2 7 L F 8 " P V C @ 0 . 5 0 % RD2_ADS BASIN 1 INV. IN=4949.00 (N) INV. OUT=4949.01 (SE) FG=4951.64 10.38 LF 8" PVC @ 0.50% 56 . 4 7 L F 8 " P V C @ 0 . 5 0 % RD2_BEND 1 INV. IN=4948.96 (NW) INV. OUT=4948.96 (S) FG=4952.40 RD2_BEND 2 INV. IN=4948.67 (N) INV. OUT=4948.67 (S) FG=4952.04 26.89 LF 8" PVC @ 0.50% RD2_BEND 3 INV. IN=4948.54 (N) INV. OUT=4948.54 (S) FG=4952.15 36.87 LF 8" PVC @ 0.50% RD2_BEND 4 INV. IN=4948.35 (N) INV. OUT=4948.35 (S) FG=4952.11 80 . 0 4 L F 8 " P V C @ 0 . 5 0 % RD2_BEND 5 INV. IN=4947.95 (N) INV. OUT=4947.95 (SW) FG=4951.08 11.94 LF 8" PVC @ 0.50% PROPOSED UNDERDRAIN 159.70 LF 8" PVC @ 0.50% RD1_TEE 2 INV. IN=4949.14 (W) INV. IN=4949.14 (E) INV. OUT=4949.14 (N) FG=4951.77 33.92 LF 8" PVC @ 0.50% 17.58 LF 8" PVC @ 0.50% RD1_BEND 1 INV. IN=4949.05 (S) INV. OUT=4949.05 (W) FG=4951.30 15.73 LF 8" PVC @ 0.50% RD1_CO-2 INV. OUT=4949.31 (W) FG=4951.52 PROPOSED STREETLIGHT ELECTRIC METERS (TYP.) STORM DRAIN 1B-1 SEE SHEET C701 STORMTECH 4 SEE SHEET C705 STORMTECH 3 SEE SHEET C705 WATER LINE 1 SEE SHEET C601 WATER LINE 1 SEE SHEET C601 1-1/2" WATER METER VAULT AND CURB STOP 6" FIRE SERVICE Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 3 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C406 MATCH LINE - SEE SHEET C402 C404 UT I L I T Y P L A N 22 S S D CS CS W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W D E E E E E E E E E E X X X G DNDN DNDN X X X X X X X PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO S F W LOGAN STREET LOGAN STREET (PRP. 63' ROW) BUILDING 6 9' UTILITY EASEMENT 6' UTILITY EASEMENT EXISTING STORM INLET EXISTING STORM INLET WATER LINE 1 SEE SHEET C600 SANITARY LINE A3 SEE SHEET C501 EXISTING STREETLIGHT EXISTING STORM MANHOLE EXISTING GAS LINE 6" SEWER SERVICE (TYP.) EXISTING 8" DIP WATERLINE (FC) 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 8"X6" WET TAP w/MJR 1 - 6" GV (E) 1-1/2" WATER METER VAULT AND CURB STOP CONNECT TO EXISTING WATER LINE 6' UTILITY EASEMENT 6' W A L K 9' U T I L I T Y E A S E M E N T 5' W A L K 5' WALK 5' WALK 9' UTILITY EASEMENT 5' WALK 33 . 5 ' F L - F L 30' ACCESS EASEMENT PROPOSED STREETLIGHT PROPOSED ELECTRIC PEDESTAL SEE WATER MAIN SEPARATION VARIANCES NOTE 48 SHEET C101 FOR MORE INFORMATION. TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. __________________ PROPOSED FIRE HYDRANT CONNECT TO EXISTING WATER LINE 8" X 6" WET TAP w/MJR FH ASSEMBLY (E) Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 6 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C403 C405 UT I L I T Y P L A N 23 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 AC ACACAC ACAC E EELEC BRKR E EELEC BRKR E EELEC BRKR E EELEC BRKR D D E EELEC BRKRE EELEC BRKRE EELEC BRKR E EELEC BRKR E EELEC BRKR E E E X DNDN ST AC D E E E E E E E E D E E E E E E E X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 20' DRAINAGE EASEMENT 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G E E E E E E E E E E EFOFOFOFOFOFOFOFOFO FO FO FO G S W F LOGAN STREET (PRP. 63' ROW) BUILDING 7 DETENTION POND TIE INTO EXISTING MANHOLE EMERGENCY SPILLWAY ELEV: 4950.0 POND BERM ELEV: 4951.0 ACCESS EASEMENT DRAINAGE AND ACCESS EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ SANITARY LINE A3 SEE SHEET C501 SANITARY LINE A SEE SHEET C500 TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 6" SEWER SERVICE (TYP.) CONCRETE ENCASEMENT OF SEWER SANITARY LINE A SEE SHEET C500 SANITARY LINE A SEE SHEET C500 DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ 9' UTILITY EASEMENT STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 WATER LINE 1 SEE SHEET C600 4T H S T R E E T (P R P . 6 3 ' R O W ) 5' W A L K 8' U T I L I T Y E A S E M E N T 5' WALK 5' WALK 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ 30' SANITARY SEWER AND ACCESS EASEMENT 33 . 5 ' F L - F L PROPOSED STREETLIGHT WATER LINE 1 SEE SHEET C601 TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. __________________ TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ 1-1/2" WATER METER VAULT AND CURB STOP 6" FIRE SERVICE Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 MA T C H L I N E - S E E S H E E T C 4 0 5 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C402 C403 C404 C405 C406 C401 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE CONFIRMED BY MEP AT FDP. 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 FPROPOSED FIRE LINE PROPOSED ELECTRIC E PROPOSED FIBER FO PROPOSED GAS G EEXISTING ELECTRIC TPROPOSED TRANSFORMER MATCH LINE - SEE SHEET C404 C406 UT I L I T Y P L A N 24 S S S S D EDE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W G G G EL E C M E T E R S E E E E FO FO FO FO W F S S S S D EDE S 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 X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR X X 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24 " S S 24" SS 24" SS 24" SSS SAN MH A1 STA 15+48.15 N: 132149.98 E: 198701.29 SAN MH A3 STA 17+54.23 N: 132306.50 E: 198598.76 EX SAN MH STA 10+00.00 N: 132143.50 E: 199249.40 208.30 LF EX. 24" CLAY @ 0.24% 339.85 LF 8" PVC @ 0.40% 132 . 9 4 L F 8 " P V C @ 0 . 4 0 % 26 5 . 8 0 L F 8 " P V C @ 0 . 4 0 % VANWORKS INC 900 E LINCOLN AVE G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET SAN MH A2 STA 16+81.09 N: 132233.36 E: 198597.75 73.15 LF 8" PVC @ 0.40% 9' U T I L I T Y E A S E M E N T 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ OUTLOT Z DETENTION POND CONCRETE ENCASE SANITARY SEWER TRACT B ACCESS EASEMENT DRAINAGE AND ACCESS EASEMENT 30' SANITARY SEWER EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ EX SAN MH A0 STA 12+08.30 N: 132145.25 E: 199041.11 STORM DRAIN 3 SEE SHEET C704 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE DOCUMENT REC. NO. _________________ 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+7510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00 265.80 LF 8" PVC @ 0.40% SA N M H A 3 ST A 1 7 + 5 4 . 2 3 RI M 4 9 5 0 . 5 ± IN V . I N 4 9 4 2 . 1 3 ( N ) IN V . I N 4 9 4 2 . 2 3 ( W ) IN V . O U T 4 9 4 2 . 0 3 ( S ) EX S A N M H ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 5 . 7 ± IN V . I N 4 9 3 7 . 5 4 ( W ) 15" HP STORM STA.=19+27.18 INV.=4946.49 PROPOSED GROUND EXISTING GROUND 24" HP STORM STA.=17+84.03 INV.=4944.98 208.30 LF EX. 24" CLAY @ 0.24% 339.85 LF 8" PVC @ 0.40% 132.94 LF 8" PVC @ 0.40% SA N M H A 1 ST A 1 5 + 4 8 . 1 5 RI M 4 9 4 8 . 9 ± IN V . I N 4 9 4 1 . 0 1 ( N W ) IN V . O U T 4 9 4 0 . 8 1 ( E ) 73.15 LF 8" PVC @ 0.40% SA N M H A 2 ST A 1 6 + 8 1 . 0 9 RI M 4 9 5 0 . 3 ± IN V . I N 4 9 4 1 . 7 4 ( N ) IN V . O U T 4 9 4 1 . 5 4 ( S E ) ODELL NORTH EXISTING GROUND 15" HDPE STORM STA.=14+83.32 INV.=4943.49 3.0' SA N M H A 4 ST A 2 0 + 2 0 . 0 3 RI M 4 9 5 2 . 2 ± IN V . I N 4 9 4 3 . 2 9 ( N ) IN V . O U T 4 9 4 3 . 1 9 ( S ) 262.54 LF 8" PVC @ 0.40% FUTURE COLORADO IRON & METAL DETENTION POND GRADING EXISTING GROUND 4.0' EX S A N M H A 0 ST A 1 2 + 0 8 . 3 0 RI M 4 9 4 6 . 4 ± IN V . I N 4 9 3 9 . 4 6 ( W ) IN V . O U T 4 9 3 8 . 0 3 ( E ) 30" HP STORM STA.=18+92.06 INV.=4945.48 30" HP STORM STA.=18+97.87 INV.=4945.48 25"24" WEST INVERT TO BE CORE DRILLED INTO EX SAN MH A0 WITH PSX BOOT OR EQUIVALENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN DN DN DN DN DN 8" W8" W8" W8" W8" W8" W8" W8" W8" W GGGGGGGGGGE G G G S S ELEC METERS GAS METERS GAS METERS G G G E E E E E E E E E E E E E E FO FO FO FOFOFOFOFOFOFOFOFOFO S S E E E W F FW W F UD E E E EUD UD T W W W W W W W W G G G G G G G W W W W W W W W W W W W W W G G G G G G G W W W W W W W SAN MH A4 STA 20+20.03 N: 132572.27 E: 198602.44 BU C K I N G H A M S T R E E T 4TH STREET (PRP. 63' ROW) NE W B E L G I U M B R E W I N G C O I N C 90 2 B U C K I N G H A M S T R E E T 36 ' F L - F L TRACT A DE T E N T I O N PO N D 9' UTILITY EASEMENT BUILDING 2 BUILDING 3 BUILDING 5 LOT 1 63 ' ' RO W SANITARY LINE A SEE SHEET C501 262.54 LF 8" PVC @ 0.40% 265.80 LF 8" PVC @ 0.40% 26' EAE, UT, DR EASEMENT 12' UTIL ESMT. 9' UTILITY EASEMENT STORM DRAIN 1B SEE SHEET C701 WATER LINE 1 SEE SHEET C601 WATER LINE 1 SEE SHEET C601 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C500 PL A N & P R O F I L E SA N I T A R Y L I N E A 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: LINE MATCH STA 19+00 SANITARY LINE A ST A MA T C H L I N E SE E S H E E T 22 + 0 0 C5 0 1 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET LI N E MA T C H ST A 19 + 0 0 NORTH LI N E MA T C H ST A 22 + 0 0 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.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. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY SEWER SERVICES TO BE 6" PVC. 6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE SS2 SS2 SS1 SS1 DN DNDN DN DN DN DN 8" W 8" W 8" W 8" W T T G G G G E G G G G G E S S S S ELEC METERS EL E C M E T E R S EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S GA S M E T E R S GAS METERS E G G G G E E E E E E E E FO FO FO FO FO FO FO FO FO FO E E E E E E E E W F F WW F DUCTILE IRON NYLOPLAST T DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST ELEC CS W G G G G G W W W W W G G G G G W W W W W SAN MH A6 STA 26+31.10 N: 132840.92 E: 198257.59 4T H S T R E E T (P R P . 6 3 ' R O W ) 3R D S T R E E T (E X . 6 0 ' R O W ) 36' FL-FL FL-FL 9' U T I L I T Y E A S E M E N T 26' EAE, UT, DR EASEMENT 12' UTIL ESMT. 63'' ROW BUILDING 1 BUILDING 4 BUILDING 3 BUILDING 2 348.53 LF 8" PVC @ 0.40% SAN MH A5 STA 22+82.57 N: 132834.79 E: 198606.06 STORM DRAIN 1G SEE SHEET C703 WATER LINE 1 SEE SHEET C601 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 22+0023+0024+0025+0026+0026+75 SA N M H A 5 ST A 2 2 + 8 2 . 5 7 RI M 4 9 5 2 . 7 ± IN V . I N 4 9 4 4 . 5 4 ( W ) IN V . O U T 4 9 4 4 . 3 4 ( S ) PROPOSED GROUND EXISTING GROUND SA N M H A 6 ST A 2 6 + 3 1 . 1 0 RI M 4 9 5 3 . 0 ± IN V . O U T 4 9 4 5 . 9 3 ( E ) 348.53 LF 8" PVC @ 0.40% ODELL NORTH EXISTING GROUND 8" PVC STORM STA.=25+53.90 INV.=4948.78 8" PVC WATER STA.=22+94.08 TOP=4947.13 262.54 LF 8" PVC @ 0.40% 6.2' FG TO TOP OF PIPE DNDN DNDN / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G G EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO SS FW W F G G G G W W W WG G G G W W W W SAN MH A3 STA 17+54.23 N: 132306.50 E: 198598.76 324.16 LF 8" PVC @ 0.40%324.16 LF 8" PVC @ 0.40% SAN MH A3-1 STA 13+24.16 N: 132310.95 E: 198274.64 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET (PRP. 63' ROW)33 . 5 ' F L - F L 9' U T I L I T Y E A S E M E N T OUTLOT Z 9' UTILITY EASEMENT BUILDING 6 BUILDING 7 TRACT B 6' UTILITY EASEMENT SANITARY LINE A SEE SHEET C500 30' ACCESS EASEMENT STORM DRAIN 2 SEE SHEET C704 WATER LINE 1 SEE SHEET C600 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+5010+0011+0012+0013+0014+00 SA N M H A 3 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 0 . 5 ± IN V . I N 4 9 4 2 . 1 3 ( N ) IN V . I N 4 9 4 2 . 2 3 ( W ) IN V . O U T 4 9 4 2 . 0 3 ( S ) 324.16 LF 8" PVC @ 0.40% SA N M H A 3 - 1 ST A 1 3 + 2 4 . 1 6 RI M 4 9 5 1 . 7 ± IN V . O U T 4 9 4 3 . 5 3 ( E ) PROPOSED GROUND EXISTING GROUND ODELL NORTH EXISTING GROUND8.4' FG TO TOP OF PIPE DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C501 PL A N & P R O F I L E SA N I T A R Y L I N E A & A 3 26 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: LINE MATCH STA 22+00 SANITARY LINE A ST A MA T C H L I N E SE E S H E E T 22 + 0 0 C5 0 0 PROFILE SCALE: SANITARY LINE A3 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.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. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY SEWER SERVICES TO BE 6" PVC. 6.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE SS2 SS2 SS1 SS1 D CS CS W G G G G G W W W W WG G G G G W W W W W DNDN DNDN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W G G G G G G G G G G EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO SS FW W F 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET BUILDING 6 SANITARY LINE A SEE SHEET C500 SANITARY LINE A3 SEE SHEET C501 30' ACCESS EASEMENT STORM DRAIN 2 SEE SHEET C704 STA.=10+00.00 CONNECT TO EXISTING WATER LINE 8"X8" CUT IN TEE 2 - 8" GV (S, E) STA.=14+38.81 45° BEND w/MJR 1 - 8" GV (W) STA.=14+53.46 45° BEND w/MJR STA.=12+11.90 AIR VAC 1 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 8 X6" WET TAP w/ TB 1 - 6" GV (E) N:132394.52 E:198139.10 1-1/2" WATER METER VAULT N:132365.03 E:198169.16 14.65 LF 8" PVC N45°47'31"E 9' UTILITY EASEMENT 6' UTILITY EASEMENT LOGAN STREET (PRP. 63' ROW) BUILDING 7 FIRE HYDRANT N:132410.01 E:198579.33 FIRE LINE POC N:132394.33 E:198169.00 FDC LOCATION FDC LOCATION 226.92 LF 8" PVC S89°12'29"E 8"X6" SWIVEL TEE FH ASSEMBLY (E) N:132362.23 E:198138.79 FIRE HYDRANT N:132362.23 E:198148.19 52.84 LF 8" PVC N00°47'31"E EXISTING STREETLIGHT EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING ACCESS EASEMENT 211.90 LF 8" PVC S89°12'29"E 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 8" PVC8" PVC 8" PVC ST A . 1 0 + 0 0 . 0 CO N N E C T T O E X I S T I N G WA T E R L I N E 8" X 8 " C U T I N T E E 2 - 8 " G V ( S , E ) T. O . P . = 4 9 4 5 . 6 3 ST A . 1 4 + 6 4 . 5 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 5 5 ST A . 1 4 + 6 6 . 8 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 3 0 ST A . 1 4 + 7 6 . 0 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 3 0 ST A . 1 4 + 7 8 . 2 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 5 1 ST A . 1 0 + 2 0 . 0 0. 3 ° D E F L E C T I O N T. O . P . = 4 9 4 5 . 6 3 ST A . 1 4 + 5 3 . 4 6 45 ° B E N D w / M J R T. O . P . = 4 9 4 5 . 6 0 ST A . 1 4 + 3 8 . 8 1 45 ° B E N D w / M J R 1 - 8 " G V ( W ) T. O . P . = 4 9 4 5 . 6 6 ST A . 1 2 + 1 1 . 9 0 AI R V A C 1 T. O . P . = 4 9 4 6 . 3 6 212.5' DEF. ST A . 1 1 + 0 5 . 7 9 T. O . P . = 4 9 4 6 . 0 7 ST A . 1 3 + 1 8 . 3 1 T. O . P . = 4 9 4 6 . 1 6 (@ 0.0°) 24" HP STORM STA.=14+71.41 INV.=4945.06 49 4 5 . 6 3 49 4 6 . 0 4 49 4 6 . 3 5 49 4 6 . 2 3 49 4 5 . 8 2 49 4 5 . 6 6 49 4 5 . 7 8 49 4 5 . 9 1 49 4 6 . 1 6 49 4 6 . 2 5 49 4 6 . 3 1 49 4 6 . 3 6 49 4 6 . 3 4 49 4 6 . 3 0 49 4 6 . 1 3 49 4 6 . 0 3 49 4 5 . 9 2 49 4 5 . 7 2 49 4 5 . 6 1 49 4 3 . 3 0 PROPOSED GROUND EXISTING GROUND ODELL NORTH EXISTING GROUND PROPOSED GROUND TOP OF PIPE LOWERING #1 C600 PL A N & P R O F I L E WA T E R L I N E 1 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 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 WATER LINE 1 ST A MA T C H L I N E SE E S H E E T 15 + 0 0 C6 0 1 PROFILE SCALE: Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5' 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL WATER SERVICES SHALL BE 1.5" UNLESS OTHERWISE NOTED. 10.SEE DETAIL 203 ON SHEET C901 FOR MECHANICAL JOINT RESTRAINT LENGTHS FOR WATER LOWERINGS, HORIZONTAL BENDS AND TEES. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MECHANICALLY RESTRAINED ALONG THE BRANCH OF THE TEE. 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 LINE MATCH STA 15+00 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C600 C601 EXISTING WATERLINE DEPTH ASSUMED TO BE 5' DEEP. CONTRACTOR TO VERIFY DEPTH AND CONNECTION POINT ELEVATION PRIOR TO CONSTRUCTION. W W W W W W W G G G G G G G W W W W W W W W W W W W W W G G G G G G G W W W W W W W/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DNDN DN DN DN DN DN DN / / / / / / / / 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W T T G G G G G G G G G G GE G G G G G G G S S EL E C M E T E R S ELEC METERS ELEC METERS ELEC METERS ELEC METERS GAS METERS GAS METERS GAS METERS GA S M E T E R S E G G G G EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E S S S E E E E WF F W W F UD E E E E UD UD T W WF BU C K I N G H A M S T R E E T 9' U T I L I T Y E A S E M E N T 6' U T I L I T Y E A S E M E N T 9' UTILITY EASEMENT 9' UTILITY EASEMENT 26' EAE, UT, DR EASEMENT LO G A N S T R E E T (P R P . 6 3 ' R O W ) 31' UTIL AND DRAINAGE ESMT. 12' UTIL ESMT. 26 ' F L - F L BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 7 EXISTING GASLINE EXISTING WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) STORMTECH 4 STORMTECH 3 SANITARY LINE A SEE SHEET C500 STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B SEE SHEET C700 1" WATER METER VAULT N:132608.26 E:198560.75 6" FIRE SERVICE 8"X6" TEE w/ MJR 1 - 6" GV (W) N:132697.30 E:198592.66 26' EAE, UT, DR EASEMENT 1-1/2" WATER METER VAULT N:132702.71 E:198561.11 1-1/2" WATER METER VAULT N:132760.35 E:198561.91 6" FIRE SERVICE 8"X6" TEE w/ MJR 1 - 6" GV (W) N:132754.96 E:198593.58 4TH STREET (PRP. 63' ROW) STA.=20+86.55 CONNECT TO EXISTING WATER LINE 12"x8" WET TAP w/MJR 1 - 8" GV (S) 6" FIRE SERVICE CONNECT TO EXISTING WATER LINE 12"X6" WET TAP w/ TB 1 - 6" GV (S) N:132962.83 E:198383.21 90° BEND N:132901.46 E:198382.36 1-1/2" WATER METER VAULT N:132934.38 E:198389.87 90° BEND N:132699.87 E:198406.83 STA.=19+95.13 8" X 6" SWIVEL TEE FH ASSEMBLY (W) N:132869.60 E:198595.03 FIRE HYDRANT N:132869.65 E:198585.49 FIRE LINE POC N:132690.52 E:198406.71 FIRE HYDRANT N:132410.01 E:198579.33 FIRE LINE POC N:132901.35 E:198390.30 FIRE LINE POC N:132755.45 E:198558.46 FDC LOCATION FDC LOCATION 57.67 LF 8" PVC N00°48'25"E 91.44 LF 8" PVC N00°47'31"E STA.=15+35.47 8"X6" SWIVEL TEE 2 - 8" GV (N,S) FH ASSEMBLY (W) N:132409.98 E:198588.69 STA.=16+13.42 1 - 8" GV 77.96 LF 8" PVC N00°47'21"E 209.38 LF 8" PVC N00°47'21"E 114.65 LF 8" PVC N00°47'31"E 29.16 LF 8" PVC N00°47'31"E 1-1/2" WATER METER VAULT N:132386.21 E:198556.35 6" FIRE SERVICE 8"X6" TEE w/ MJR 1 - 6" GV (W) N:132380.82 E:198588.41 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 8" PVC 8" PVC 8" PVC 8" PVC ST A . 1 6 + 1 2 . 2 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 6 . 6 9 ST A . 1 5 + 6 1 . 7 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 5 1 ST A . 1 5 + 6 3 . 4 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 7 3 ST A . 1 6 + 0 9 . 3 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 7 3 ST A . 2 0 + 5 9 . 2 0. 5 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 2 6 ST A . 2 0 + 8 6 . 5 CO N N E C T T O E X I S T I N G WA T E R L I N E 12 " X 8 " W E T T A P w / M J R 1 - G V ( S ) T. O . P . = 4 9 4 6 . 2 3 ST A . 1 8 + 8 0 . 4 8 6" F I R E S E R V I C E 8" X 6 " T E E w / M J R 1 - 6 " G V ( W ) T. O . P . = 4 9 4 7 . 4 9 ST A . 1 9 + 9 5 . 1 3 8" X 6 " S W I V E L T E E FH A S S E M B L Y ( W ) T. O . P . = 4 9 4 6 . 8 3 ST A . 1 6 + 1 3 . 4 3 1 - 8 " G V T. O . P . = 4 9 4 6 . 6 9 ST A . 1 8 + 2 2 . 8 1 6" F I R E S E R V I C E 8" X 6 " T E E w / M J R 1 - 6 " G V ( W ) T. O . P . = 4 9 4 7 . 4 2 ST A . 1 5 + 0 6 . 3 0 6" F I R E S E R V I C E 8" X 6 " T E E w / M J R 1 - 6 " G V ( W ) T. O . P . = 4 9 4 5 . 5 1 ST A . 1 5 + 3 5 . 4 7 8" X 6 " S W I V E L T E E 1 - 8 " G V ( N , S ) FH A S S E M B L Y ( W ) T. O . P . = 4 9 4 5 . 5 1 150.0' DEF. ST A . 1 8 + 2 5 T. O . P . = 4 9 4 7 . 4 3 ST A . 1 9 + 7 5 T. O . P . = 4 9 4 7 . 0 1 (@ 0.1°) 15" HP STORM STA.=16+05.10 INV.=4946.46 8" PVC SANITARY STA.=19+60.52 INV.=4944.59 DUAL 30" HP STORM STA.=15+69.98 INV.=4945.52 49 4 3 . 7 3 49 4 6 . 9 9 49 4 7 . 3 4 49 4 7 . 4 5 49 4 6 . 7 9 49 4 5 . 5 1 49 4 5 . 5 1 49 4 3 . 7 3 49 4 6 . 7 3 49 4 6 . 8 2 49 4 6 . 9 1 49 4 7 . 0 8 49 4 7 . 1 7 49 4 7 . 2 5 49 4 7 . 4 3 49 4 7 . 4 9 49 4 7 . 4 9 49 4 7 . 3 6 49 4 7 . 2 1 49 4 7 . 0 1 49 4 6 . 5 6 49 4 6 . 3 4 49 4 6 . 2 4 PROPOSED GROUND EXISTING GROUND ODELL NORTH EXISTING GROUND PROPOSED GROUND TOP OF PIPE LOWERING #2 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5' 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.ALL WATER SERVICES SHALL BE 1.5" UNLESS OTHERWISE NOTED. 10.SEE DETAIL 203 ON SHEET C901 FOR MECHANICAL JOINT RESTRAINT LENGTHS FOR WATER LOWERINGS, HORIZONTAL BENDS AND TEES. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MECHANICALLY RESTRAINED ALONG THE BRANCH OF THE TEE. 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 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C601 PL A N & P R O F I L E WA T E R L I N E 1 28 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 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 WATER LINE 1 ST A MA T C H L I N E SE E S H E E T 15 + 0 0 C6 0 0 LI N E MA T C H ST A 15 + 0 0 NORTH PROFILE SCALE: C600 C601 EXISTING WATERLINE DEPTH ASSUMED TO BE 5' DEEP. CONTRACTOR TO VERIFY DEPTH AND CONNECTION POINT ELEVATION PRIOR TO CONSTRUCTION. DNDN 8" W 8" W 8" W T T G G G G G G G G ELEC METERS EL E C M E T E R S EL E C M E T E R S GA S M E T E R S E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO E SS UD E E E E E UD W F STMH 1C STA 12+85.28 N: 132450.32 E: 198379.18 STMH 1D STA 13+33.25 N: 132450.98 E: 198331.21 JBOX-1B (DETAIL 502) STA 11+48.45 N: 132448.57 E: 198516.00 FES 1A STA 9+98.64 N: 132446.17 E: 198665.79 149.82 LF DUAL 30" HP STORM PP @ 0.30%136.83 LF 36" HDPE @ 0.30% 47.97 LF 36" HDPE @ 0.30% 6' UTILITY EASEMENT 26' EAE, UT, DR EASEMENT STORMTECH 4 SANITARY LINE A SEE SHEET C500 8' UTIL ESMT. BUILDING 6 BUILDING 7 STORMTECH 3 4T H S T R E E T STORM DRAIN 1B SEE SHEET C701STORM DRAIN 1B-1 SEE SHEET C701 WATER LINE 1 SEE SHEET C601 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+0010+0011+0012+0013+0014+0015+0015+50 JB O X - 1 B ( D E T A I L 5 0 2 ) ST A 1 1 + 4 8 . 4 5 RI M 4 9 5 1 . 5 ± IN V . I N 4 9 4 5 . 9 4 ( W ) IN V . I N 4 9 4 5 . 9 9 ( N ) IN V . I N 4 9 4 5 . 7 4 ( N W ) IN V . O U T 4 9 4 5 . 7 4 ( E ) ST M H 1 C ST A 1 2 + 8 5 . 2 8 RI M 4 9 5 1 . 4 ± IN V . I N 4 9 4 6 . 4 0 ( W ) IN V . I N 4 9 4 6 . 4 0 ( N ) IN V . O U T 4 9 4 6 . 3 5 ( E ) ST M H 1 D ST A 1 3 + 3 3 . 2 5 RI M 4 9 5 1 . 4 ± IN V . I N 4 9 4 6 . 5 4 ( N ) IN V . O U T 4 9 4 6 . 5 4 ( E ) ST M H 1 E ST A 1 3 + 9 6 . 3 5 RI M 4 9 5 1 . 4 ± IN V . I N 4 9 4 6 . 7 3 ( N ) IN V . I N 4 9 4 6 . 7 3 ( W ) IN V . I N 4 9 4 6 . 7 3 ( N W ) IN V . O U T 4 9 4 6 . 7 3 ( S ) 8" PVC WATER STA.=10+75.23 TOP=4943.73 PROPOSED GROUND EXISTING GROUND FE S 1 A ST A 9 + 9 8 . 6 4 IN V . 4 9 4 5 . 2 9 ( W ) ODELL NORTH EXISTING GROUND 8" PVC SANITARY STA.=10+63.73 INV.=4942.69 63.09 LF 36" HDPE @ 0.30%47.97 LF 36" HDPE @ 0.30% 136.83 LF 36" HDPE @ 0.30% DESIGN HGL 8" PVC STA.=11+39.96 INV.=4949.09 149.82 LF DUAL 30" HP STORM PP @ 0.30% DN DN DN T T T T S S EL E C M E T E R S ELEC METERS EL E C M E T E R S ELEC METERS ELEC METERS GAS METERS GA S M E T E R S E E G E E E E E E W F UD E E E E UD UD DUCTI L E I R O N NYLOPL A S T DUCTILE IRONNYLOPLAST STMH 1E STA 13+96.35 N: 132514.07 E: 198332.08 63.09 LF 36" HDPE @ 0.30% 210.71 LF 24" HDPE @ 0.30% 26' EAE, UT, DR EASEMENT 26 ' E A E , U T , D R EA S E M E N T 24' EAE, UT, DR EASEMENT 26' EAE, UT, DR EASEMENT 8' UTIL ESMT. 8' U T I L ES M T . 10' UTIL ESMT. 26' FL-FL DRAINAGE EASEMENT STORM DRAIN 1G SEE SHEET C703 STORM DRAIN 1E SEE SHEET C703 BUILDING 5 GAR. 2 STORMTECH 2 ST O R M D R A I N 1 B - 1 STORMTECH 1 DN DN T T EL E C M E T E R S ELEC METERS GAS METERS E E E E UD UD STMH 1C STA 10+00.00 N: 132450.32 E: 198379.18 19.75 LF 24" HDPE @ 0.30% STMH wWEIR 1C-1 STA 10+19.75 N: 132470.06 E: 198379.43 11.00 LF 12" HDPE @ 0.30% INLET 1C-2 STA 10+30.75 N: 132480.37 E: 198375.58 STORMTECH 3 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+5010+0011+00 EXISTING GROUND ODELLS NORTH EXISTING GROUND ST M H w W E I R 1 C - 1 ST A 1 0 + 1 9 . 7 5 RI M 4 9 5 1 . 0 ± WE I R E L E V . 4 9 4 9 . 5 9 IN V . I N 4 9 4 6 . 6 3 ( N ) IN V . O U T 4 9 4 6 . 4 6 ( S ) IN V . O U T 4 9 4 6 . 6 3 ( E ) ST M H 1 C ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 1 . 4 ± IN V . I N 4 9 4 6 . 4 0 ( W ) IN V . I N 4 9 4 6 . 4 0 ( N ) IN V . O U T 4 9 4 6 . 3 5 ( E ) IN L E T 1 C - 2 ST A 1 0 + 3 0 . 7 5 FL . E L 4 9 5 0 . 7 ± IN V . I N 4 9 4 8 . 0 0 ( N ) IN V . O U T 4 9 4 6 . 6 6 ( S ) 19.75 LF 24" HDPE @ 0.30% 11.00 LF 12" HDPE @ 0.30% DESIGN HGL PROPOSED GROUND Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C700 PL A N & P R O F I L E ST O R M D R A I N 1 & 1 C 29 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 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: ST A MA T C H L I N E SE E S H E E T 15 + 5 0 C7 0 1 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET 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 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 EROSION CONTROL DETAIL SHEET C2003 FOR SCOUR STOP SCHEDULE. 7.SEE DRAINAGE DETAIL SHEET C908 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY LI N E MA T C H ST A 15 + 5 0 NORTH NORTH LI N E MA T C H ST A 13 + 5 0 LINE MATCH STA 13+50 STORM DRAIN 1C (PRIVATE) PROFILE SCALE: NORTH STORM DRAIN 1 STORM DRAIN 1C STORM DRAIN 1 (PRIVATE) 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 15+5016+0017+0018+0018+50 ST M H 1 H ST A 1 6 + 4 6 . 0 1 RI M 4 9 5 2 . 2 ± IN V . I N 4 9 4 7 . 6 0 ( W ) IN V . I N 4 9 4 7 . 4 4 ( E ) IN V . O U T 4 9 4 7 . 6 0 ( S ) IN L E T 1 I ST A 1 6 + 6 5 . 0 1 FL . E L 4 9 5 2 . 0 ± IN V . I N 4 9 4 7 . 9 0 ( N ) IN V . I N 4 9 4 9 . 2 3 ( W ) IN V . O U T 4 9 4 7 . 7 0 ( E ) JB O X - 1 F G O U T F A L L ( D E T A I L 5 0 0 ) ST A 1 6 + 0 7 . 0 5 RI M 4 9 5 1 . 7 ± IN V . I N 4 9 4 7 . 3 6 ( S W ) IN V . O U T 4 9 4 7 . 3 6 ( S ) PROPOSED GROUND EXISTING GROUND 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+5010+0011+00 AD S B A S I N 1 K ST A 1 7 + 5 5 . 8 2 RI M 4 9 5 3 . 2 ± IN V . I N 4 9 4 8 . 5 8 ( S W ) IN V . I N 4 9 4 8 . 5 8 ( N W ) IN V . O U T 4 9 4 8 . 5 8 ( E ) AD S B A S I N 1 J ST A 1 7 + 0 2 . 1 0 RI M 4 9 5 2 . 5 ± IN V . I N 4 9 4 8 . 3 1 ( W ) IN V . O U T 4 9 4 8 . 1 1 ( S ) AD S B A S I N 1 L ST A 1 7 + 9 9 . 9 7 RI M 4 9 5 0 . 5 ± IN V . O U T 4 9 4 8 . 8 0 ( N E ) AD S B A S I N 1 K ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 3 . 2 ± IN V . I N 4 9 4 8 . 5 8 ( S W ) IN V . I N 4 9 4 8 . 5 8 ( N W ) IN V . O U T 4 9 4 8 . 5 8 ( E ) AD S B A S I N 1 K - 1 ST A 1 0 + 2 6 . 7 1 RI M 4 9 5 1 . 6 ± IN V . O U T 4 9 4 8 . 8 5 ( S E ) PROPOSED GROUND EXISTING GROUND ODELL NORTH EXISTING GROUND ODELL NORTH EXISTING GROUND 44.15 LF 15" HDPE @ 0.50% 53.72 LF 18" HDPE @ 0.50% 37.09 LF 24" HDPE @ 0.57%19.00 LF 24" HDPE @ 0.50% 33.66 LF 24" HDPE @ 0.50% 26.71 LF 12" HDPE @ 1.02% 210.71 LF 24" HDPE @ 0.30% DESIGN HGL JB O X - 1 F G ST A 1 6 + 0 9 . 7 0 WE I R E L E V . 4 9 5 0 . 1 0 JB O X - 1 F G I N L E T ( D E T A I L 5 0 0 ) ST A 1 6 + 1 2 . 3 5 FL . E L 4 9 5 1 . 5 ± IN V . I N 4 9 4 7 . 6 1 ( N ) IN V . O U T 4 9 4 7 . 6 1 ( W ) DESIGN HGL DN DNDN 8" W 8" W 8" W 8" W G G G G ELEC METERS EL E C M E T E R S E E E EFO FO FO FO UD E E E E UD W F STORM DRAIN 1 SEE SHEET C700 WATER LINE 1 SEE SHEET C601 66.49 LF 15" HDPE @ 0.30%10.02 LF 24" HDPE @ 0.30% 19.84 LF 24" HDPE @ 0.30% 36.00 LF 15" HP STORM PP @ 0.30% 26' EAE, UT, DR EASEMENT 31.5' UTIL AND DRAINAGE ESMT. STORMTECH 4 INLET 1B-3 STA 10+96.35 N: 132479.71 E: 198583.15 INLET 1B-2 STA 10+29.86 N: 132478.42 E: 198516.68 STMH wWEIR 1B-1 STA 10+19.84 N: 132468.40 E: 198516.41 JBOX-1B (DETAIL 502) STA 11+48.45 N: 132448.57 E: 198516.00 INLET 1B-4 STA 11+32.35 N: 132479.14 E: 198619.15 BUILDING 7 BUILDING 5 4T H S T R E E T STORM DRAIN 1B-1 SEE SHEET C701 STORMTECH 3 SANITARY LINE A SEE SHEET C500 DN DN DN T T G G G G G G E S S ELEC METERS EL E C M E T E R S GAS METERS E G E E E E E FO FO FO FO FO FO S E E E E E E W F UD DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST ELEC ELEC W CS G G G G G G W W W W W W G G G G G G W W W W W W 19.00 LF 24" HDPE @ 0.50% 33.66 LF 24" HDPE @ 0.50% 37.09 LF 24" HDPE @ 0.57% 53.72 LF 18" HDPE @ 0.50% 44.15 LF 15" HDPE @ 0.50% 210.71 LF 24" HDPE @ 0.30% STORM DRAIN 1G SEE SHEET C703 ADS BASIN 1K STA 17+55.82 N: 132762.43 E: 198220.78 STMH 1H STA 16+46.01 N: 132725.05 E: 198300.00ADS BASIN 1J STA 17+02.10 N: 132761.68 E: 198274.50 INLET 1I STA 16+65.01 N: 132725.16 E: 198280.99 ADS BASIN 1L STA 17+99.97 N: 132742.46 E: 198181.40 JBOX-1FG INLET (DETAIL 500) STA 16+12.35 N: 132724.73 E: 198333.65 JBOX-1FG OUTFALL (DETAIL 500) STA 16+07.05 N: 132724.66 E: 198338.95 ADS BASIN 1B-2.2 STA 11+11.63 N: 132590.02 E: 198515.31 ADS BASIN 1K-1 STA 10+26.71 N: 132785.37 E: 198207.11 26.71 LF 12" HDPE @ 1.02% BUILDING 4 GAR. 1 JBOX-1FG WEIR ELEV.=4950.10 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUND JB O X - 1 B ( D E T A I L 5 0 2 ) ST A 1 1 + 4 8 . 4 5 RI M 4 9 5 1 . 5 ± IN V . I N 4 9 4 5 . 9 4 ( W ) IN V . I N 4 9 4 5 . 9 9 ( N ) IN V . I N 4 9 4 5 . 7 4 ( N W ) IN V . O U T 4 9 4 5 . 7 4 ( E ) ST M H w W E I R 1 B - 1 ST A 1 0 + 1 9 . 8 4 RI M 4 9 5 1 . 0 ± WE I R E L E V . 4 9 4 9 . 2 5 IN V . I N 4 9 4 6 . 2 1 ( N ) IN V . O U T 4 9 4 6 . 0 5 ( S ) IN V . O U T 4 9 4 6 . 2 1 ( W ) IN L E T 1 B - 2 ST A 1 0 + 2 9 . 8 6 FL . E L 4 9 5 0 . 7 ± IN V . I N 4 9 4 6 . 2 4 ( E ) IN V . I N 4 9 4 6 . 2 4 ( N ) IN V . O U T 4 9 4 6 . 2 4 ( S ) IN L E T 1 B - 3 ST A 1 0 + 9 6 . 3 5 FL . E L 4 9 5 1 . 1 ± IN V . I N 4 9 4 6 . 4 4 ( E ) IN V . O U T 4 9 4 6 . 4 4 ( W ) IN L E T 1 B - 4 ST A 1 1 + 3 2 . 3 5 FL . E L 4 9 5 1 . 1 ± IN V . O U T 4 9 4 6 . 5 5 ( W ) 8" PVC WATER STA.=11+02.85 TOP=4943.73 ODELL NORTH EXISTING GROUND 8" PVC SANITARY STA.=11+14.35 INV.=4942.82 PRIVATE PUBLIC 66.49 LF 15" HDPE @ 0.30% 19.84 LF 24" HDPE @ 0.30% 10.02 LF 24" HDPE @ 0.30% 36.00 LF 15" HP STORM PP @ 0.30% DESIGN HGL 8" PVC STA.=10+08.93 INV.=4949.01 8" W8" W8" W8" W8" W GGGGGG ELEC METERS E E E E E E FOFOFOFOFOFO S UDE EUD W STORM DRAIN 1 SEE SHEET C700 SANITARY LINE A SEE SHEET C500 WATER LINE 1 SEE SHEET C601 ADS BASIN 1B-2.2 STA 11+11.63 N: 132590.02 E: 198515.31 70.37 LF 12" HDPE @ 0.50% ADS BASIN 1B-2.1 STA 10+41.26 N: 132519.68 E: 198517.13 41.26 LF 12" HDPE @ 0.50% INLET 1B-2 STA 10+00.00 N: 132478.42 E: 198516.68 4TH STREET STORM DRAIN 1B SEE SHEET C701 STORMTECH 4 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+5010+0011+0011+50 AD S B A S I N 1 B - 2 . 2 ST A 1 1 + 1 1 . 6 3 RI M 4 9 4 9 . 8 ± IN V . O U T 4 9 4 6 . 8 0 ( S ) IN L E T 1 B - 2 ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 5 0 . 7 ± IN V . I N 4 9 4 6 . 2 4 ( E ) IN V . I N 4 9 4 6 . 2 4 ( N ) IN V . O U T 4 9 4 6 . 2 4 ( S ) AD S B A S I N 1 B - 2 . 1 ST A 1 0 + 4 1 . 2 6 RI M 4 9 5 0 . 1 ± IN V . I N 4 9 4 6 . 4 5 ( N ) IN V . O U T 4 9 4 6 . 4 5 ( S ) PROPOSED GROUND EXISTING GROUND ODELL NORTH EXISTING GROUND 70.37 LF 12" HDPE @ 0.50% 41.26 LF 12" HDPE @ 0.50% DESIGN HGL PROFILE SCALE: STORM DRAIN 1B ST A MA T C H L I N E SE E S H E E T 15 + 5 0 C7 0 0 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C701 PL A N & P R O F I L E ST O R M D R A I N 1 , 1 B , 1 B - 2 & 1 K 30 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET 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 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 EROSION CONTROL DETAIL SHEET C2003 FOR SCOUR STOP SCHEDULE. 7.SEE DRAINAGE DETAIL SHEET C908 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY LINE MATCH STA 15+50 PROFILE SCALE: STORM DRAIN 1B-2 (PRIVATE) PROFILE SCALE: NORTH NORTH PROFILE SCALE: STORM DRAIN 1B STORM DRAIN 1B-2 STORM DRAIN 1 & 1K STORM DRAIN 1 (PRIVATE)STORM DRAIN 1K (PRIVATE) 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+5010+0011+0012+0013+00 26.78 LF 18" RCP @ 0.30% 101.77 LF 24" HDPE @ 0.20% 60.22 LF 30" HDPE @ 0.20% 26.09 LF 30" HDPE @ 0.20% 35.00 LF 36" HDPE @ 0.30% IN L E T 1 E - 5 ST A 1 2 + 4 9 . 8 7 FL . E L 4 9 4 9 . 8 ± IN V . O U T 4 9 4 7 . 5 0 ( N E ) IN L E T 1 E - 4 ST A 1 2 + 2 3 . 0 8 FL . E L 4 9 5 0 . 6 ± IN V . I N 4 9 4 7 . 4 2 ( S W ) IN V . O U T 4 9 4 7 . 4 2 ( E ) ST M H 1 E - 3 ST A 1 1 + 2 1 . 3 1 RI M 4 9 5 1 . 3 ± IN V . I N 4 9 4 7 . 2 1 ( W ) IN V . I N 4 9 4 8 . 5 2 ( S ) IN V . O U T 4 9 4 7 . 2 1 ( N ) ST M H 1 E - 2 ST A 1 0 + 6 1 . 0 9 RI M 4 9 5 2 . 0 ± IN V . I N 4 9 4 7 . 0 9 ( S ) IN V . I N 4 9 4 7 . 0 9 ( W ) IN V . I N 4 9 4 8 . 8 8 ( N W ) IN V . O U T 4 9 4 7 . 0 9 ( E ) ST M H w W E I R 1 E - 1 ST A 1 0 + 3 5 . 0 0 RI M 4 9 5 2 . 3 ± WE I R E L E V . 4 9 4 8 . 6 2 IN V . I N 4 9 4 7 . 0 4 ( W ) IN V . O U T 4 9 4 6 . 8 4 ( E ) IN V . O U T 4 9 4 7 . 0 4 ( N ) ST M H 1 E ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 1 . 4 ± IN V . I N 4 9 4 6 . 7 3 ( N ) IN V . I N 4 9 4 6 . 7 3 ( W ) IN V . I N 4 9 4 6 . 7 3 ( N W ) IN V . O U T 4 9 4 6 . 7 3 ( S ) PROPOSED GROUND EXISTING GROUND ODELLS NORTH EXISTING GROUND PUBLIC PRIVATE DESIGN HGL T T G G G G G G G ELEC METERS EL E C M E T E R S GAS METERS GA S M E T E R S GA S M E T E R S E G E E E E E FO FO FO FO FO E S FW F W E E E E UD CS CS INV OUT=4940.25 (S) 8" CLAY G G G G G W W W W W W W W G G G G G W W W W W W W W DNDN 3R D S T R E E T (E X . 6 0 ' R O W ) 6' UTILITY EASEMENT 6' U T I L I T Y E A S E M E N T 26' EAE, UT, DR EASEMENT 8' UTIL ESMT. 8' UTIL ESMT. STORMTECH 2 DRAINAGE EASEMENT STMH 1E STA 10+00.00 N: 132514.07 E: 198332.08 35.00 LF 36" HDPE @ 0.30% STMH wWEIR 1E-1 STA 10+35.00 N: 132514.55 E: 198297.09 STMH 1E-2 STA 10+61.09 N: 132514.91 E: 198271.00 26.09 LF 30" HDPE @ 0.20% 60.22 LF 30" HDPE @ 0.20% STMH 1E-3 STA 11+21.31 N: 132454.69 E: 198270.21 101.77 LF 24" HDPE @ 0.20% INLET 1E-4 STA 12+23.08 N: 132453.23 E: 198168.45 26.78 LF 18" RCP @ 0.30% INLET 1E-5 STA 12+49.87 N: 132431.60 E: 198152.65 STORM DRAIN 1 SEE SHEET C700 ADS BASIN 1E-2.1 STA 10+57.72 N: 132515.71 E: 198213.29 57.72 LF 15" HDPE @ 0.50% BUILDING 6 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+5010+0011+0011+50 57.72 LF 15" HDPE @ 0.50% AD S B A S I N 1 E - 2 . 1 ST A 1 0 + 5 7 . 7 2 RI M 4 9 4 9 . 6 ± IN V . O U T 4 9 4 7 . 3 8 ( E ) ST M H 1 E - 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 2 . 0 ± IN V . I N 4 9 4 7 . 0 9 ( S ) IN V . I N 4 9 4 7 . 0 9 ( W ) IN V . I N 4 9 4 8 . 8 8 ( N W ) IN V . O U T 4 9 4 7 . 0 9 ( E ) PROPOSED GROUND EXISTING GROUND ODELLS NORTH EXISTING GROUND PRIVATE DESIGN HGL T T G E S S S S EL E C M E T E R S EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S E G G G E E E E E E E W F T DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DNDN DN DN DN DN 26' EAE, UT, DR EASEMENT 10' UTIL ESMT. 12' UTIL ESMT. 26' FL-FL BUILDING 1 BUILDING 2 JBOX-1FG INLET (DETAIL 500) STA 10+00.00 N: 132724.73 E: 198333.65 104.10 LF 12" HDPE @ 0.30% 177.76 LF 12" HDPE @ 0.30% INLET 1G-2 STA 12+81.86 N: 132825.56 E: 198512.39 BUILDING 3 GAR. 2 ADS BASIN 1G-1 STA 11+04.10 N: 132828.82 E: 198334.66 STORM DRAIN 1 SEE SHEET C701 4935 4940 4945 4950 4955 4960 4965 4970 4975 4935 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 13+50 104.10 LF 12" HDPE @ 0.30%177.76 LF 12" HDPE @ 0.30% IN L E T 1 G - 2 ST A 1 2 + 8 1 . 8 6 FL . E L 4 9 5 1 . 9 ± IN V . O U T 4 9 4 8 . 4 6 ( W ) AD S B A S I N 1 G - 1 ST A 1 1 + 0 4 . 1 0 RI M 4 9 5 2 . 2 ± IN V . I N 4 9 4 7 . 9 2 ( E ) IN V . I N 4 9 4 8 . 7 3 ( N ) IN V . O U T 4 9 4 7 . 9 2 ( S ) JB O X - 1 F G I N L E T ( D E T A I L 5 0 0 ) ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 5 1 . 5 ± IN V . I N 4 9 4 7 . 6 1 ( N ) IN V . O U T 4 9 4 7 . 6 1 ( W ) PROPOSED GROUND EXISTING GROUND ODELLS NORTH EXISTING GROUND DESIGN HGL Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C703 PL A N & P R O F I L E ST O R M D R A I N 1 E , 1 E - 2 & 1 G 31 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 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: STORM DRAIN 1E DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET 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 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 EROSION CONTROL DETAIL SHEET C2003 FOR SCOUR STOP SCHEDULE. 7.SEE DRAINAGE DETAIL SHEET C908 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY NORTH PROFILE SCALE:PROFILE SCALE: STORM DRAIN 1G (PRIVATE) STORM DRAIN 1E & 1E-2 STORM DRAIN 1G STORM DRAIN 1E-2 X X X X X X X X EL E C BR K R EL E C BR K R EL E C BR K R D D EL E C BR K R EL E C BR K R EL E C BR K R EL E C BR K R EL E C BR K R D E E ED E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SANITARY LINE A SEE SHEET C500 DRAINAGE AND ACCESS EASEMENT 30' SANITARY SEWER AND ACCESS EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT BY SEPARATE DOCUMENT REC. NO. ______________ 30' SANITARY SEWER EASEMENT BY SEPARATE DOCUMENT REC. NO. ____________ 201.31 LF 15" HDPE @ 0.34% 32.34 LF 15" HDPE @ 0.50% OUTLET STRUCTURE 3A STA 12+43.06 N: 132292.74 E: 198743.12 STMH 3B STA 12+10.72 N: 132268.40 E: 198764.41 EX. STMH 3C STA 10+09.41 N: 132067.11 E: 198767.28 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+5010+0011+0012+0013+00 ST M H 3 B ST A 1 2 + 1 0 . 7 2 RI M 4 9 4 9 . 5 ± IN V . I N 4 9 4 3 . 8 9 ( N W ) IN V . O U T 4 9 4 3 . 8 9 ( S ) 32.34 LF 15" HDPE @ 0.50% EX . S T M H 3 C ST A 1 0 + 0 9 . 4 1 RI M 4 9 4 7 . 8 ± IN V . I N 4 9 4 3 . 2 1 ( N ) IN V . I N 4 9 4 3 . 2 6 ( N E ) IN V . O U T 4 9 4 3 . 2 1 ( S ) PROPOSED GROUND EXISTING GROUND 8" PVC SANITARY STA.=10+91.39 INV.=4940.56 ODELLS NORTH EXISTING GROUND DESIGN HGL EX . S T M H 3 D ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 6 . 9 ± IN V . I N 4 9 4 2 . 9 8 ( N ) IN V . O U T 4 9 4 2 . 9 1 ( S ) 201.31 LF 15" HDPE @ 0.34% OU T L E T S T R U C T U R E 3 A ST A 1 2 + 4 3 . 0 6 IN V . 4 9 4 4 . 0 5 ( S E ) 8" W 8" W 8" W 8" W G G EL E C M E T E R S E E EFOFO FO FO S W F X X X X X X / / / / / / / / / / / / / / / / SANITARY LINE 1 SEE SHEET C500 LOGAN STREET (PRP. 63' ROW) BUILDING 7 DRAINAGE AND ACCESS EASEMENT 30' SANITARY SEWER AND ACCESS EASEMENT 20' DRAINAGE EASEMENT OUTLET 2A STA 10+00.00 N: 132320.49 E: 198651.81 34.85 LF 24" HDPE @ 0.60% INLET 2B STA 10+34.85 N: 132321.21 E: 198616.97 46.66 LF 24" HP STORM PP @ 0.50% INLET 2C STA 10+81.50 N: 132351.38 E: 198581.38 WATER LINE 1 SEE SHEET C600 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+0010+0011+0011+50 OU T L E T 2 A ST A 1 0 + 0 0 . 0 0 IN V . 4 9 4 4 . 6 6 ( W ) IN L E T 2 B ST A 1 0 + 3 4 . 8 5 RI M 4 9 4 9 . 8 ± IN V . I N 4 9 4 4 . 8 7 ( N W ) IN V . O U T 4 9 4 4 . 8 7 ( E ) IN L E T 2 C ST A 1 0 + 8 1 . 5 0 RI M 4 9 5 0 . 0 ± IN V . O U T 4 9 4 5 . 1 0 ( S E ) 46.66 LF 24" HP STORM PP @ 0.50% 34.85 LF 24" HDPE @ 0.60% PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+73.06 TOP=4943.30 8" PVC SANITARY STA.=10+58.18 INV.=4942.25 ODELLS NORTH EXISTING GROUND DESIGN HGL Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C704 PL A N & P R O F I L E ST O R M D R A I N 2 & 3 32 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet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i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE EROSION CONTROL DETAIL SHEET C2003 FOR SCOUR STOP SCHEDULE. 7.SEE DRAINAGE DETAIL SHEET C908 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY STORM DRAIN 3 (PRIVATE) PROFILE SCALE: STORM DRAIN 2 (PUBLIC) PROFILE SCALE: NORTHNORTH STORM DRAIN 2 STORM DRAIN 3 T T ELEC METERS E E E E E E E E E E E UD UD UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E UD UD UD UD UD UD 4.30 LF 24" HDPE @ 0.20% 28.47 LF SC-800 CHAMBER @ 0.20% 4.31 LF 24" HDPE @ 0.00% 4.75 LF 24" HDPE @ 0.00% 28.47 LF SC-800 CHAMBER @ 0.20% 35.68 LF SC-800 CHAMBER @ 0.20% 35.58 LF SC-800 CHAMBER @ 0.20% 4.69 LF 24" HDPE @ 0.00% 4.81 LF 24" HDPE @ 0.00% 4.30 LF 24" HDPE @ 0.20% 4.30 LF 24" HDPE @ 0.00% 41.14 LF 4" PERF HDPE @ 0.20% 9.70 LF 4" PERF HDPE @ 0.50% 33.95 LF 4" HDPE @ 0.24% 4.21 LF 24" HDPE @ 0.00% 7.12 LF 24" HDPE @ 0.30% 45.58 SG 45.5 8 SG 45.5 7 SG 51 . 0 0 FG 45 . 5 0 SG 45 . 5 0 SG 51 . 2 9 FG 51.2 7 FG 51.4 5 FG 51.34 FG 50.75 FG 45 . 5 7 SG 4.31 LF 24" HDPE @ 0.50% 28.47 LF SC-800 CHAMBER @ 0.20% 6.86 LF 24" HDPE @ 0.00% 4.73 LF 24" HDPE @ 0.00% 6.82 LF 24" HDPE @ 0.00% 28.47 LF SC-800 CHAMBER @ 0.20% 4.30 LF 24" HDPE @ 0.50% 35.58 LF SC-800 CHAMBER @ 0.20% 6.84 LF 24" HDPE @ 0.00% 4.77 LF 24" HDPE @ 0.00% 4.73 LF 24" HDPE @ 0.00% 6.82 LF 24" HDPE @ 0.00% 35.58 LF SC-800 CHAMBER @ 0.20% 40.07 LF 4" PERF HDPE @ 0.20% 11.49 LF 24" HDPE @ 0.30%45 . 8 5 SG 45.8 5 SG 45.84 SG 45. 8 4 SG 45.93 SG 45. 9 3 SG 51.2 9FG51.2 6 FG 51.0 8 FG 50. 8 8 FG 51 . 3 2 FG 51. 5 0 FG INSPECTION PORT (TYP.)INSPECTION PORT (TYP.) END CHAMBER 1B-1.1 INV. IN=4946.27 (W) INV. OUT=4946.07 (E) FG=4951.13 BEGIN CHAMBER 1B-1.1 INV. IN=4946.19 (E) INV. IN=4946.01 (W) FG=4950.98 TEE 1B-1.1 INV. IN=4946.19 (S) INV. OUT=4946.19 (W) FG=4950.96 BEGIN CHAMBER 1B-1.4 INV. IN=4946.19 (E) INV. IN=4946.00 (W) FG=4951.29 BEGIN CHAMBER 1B-1.3 INV. IN=4946.19 (E) INV. IN=4946.01 (W) FG=4951.18 BEGIN CHAMBER 1B-1.2 INV. IN=4946.19 (E) INV. IN=4946.01 (W) FG=4951.08 END CHAMBER 1B-1.4 INV. OUT=4946.07 (E) FG=4951.45 END CHAMBER 1B-1.3 INV. IN=4946.27 (W) INV. OUT=4946.08 (E) FG=4951.35 TEE 1B-1.3 INV. IN=4946.19 (N) INV. OUT=4946.19 (W) INV. OUT=4946.19 (S) FG=4951.16 ADS BASIN 1B-1.4 INV. IN=4946.19 (N) INV. IN=4948.97 (E) INV. OUT=4946.19 (W) FG=4951.27 END CHAMBER 1B-1.2 INV. OUT=4946.07 (E) FG=4951.23 ADS BASIN 1B-1.2 INV. IN=4946.19 (E) INV. OUT=4946.19 (W) INV. OUT=4946.19 (N) INV. OUT=4946.19 (S) FG=4951.06 UD-4 CO-1 INV. IN=4945.87 (W) INV. OUT=4945.87 (E) FG=4951.51 UD-4 CO-2 w/45° BEND INV. IN=4945.79 (W) INV. OUT=4945.79 (SE) FG=4951.34 STMH wWEIR 1B-1 INV. IN=4946.21 (N) INV. OUT=4946.05 (S) INV. OUT=4946.21 (W) FG=4951.03 JBOX-1B (DETAIL 502) INV. IN=4945.94 (W) INV. IN=4945.99 (N) INV. IN=4945.74 (NW) INV. OUT=4945.74 (E) FG=4951.47 END CHAMBER 1C-1.1 INV. IN=4946.36 (W) INV. IN=4946.54 (E) FG=4951.13 BEGIN CHAMBER 1C-1.1 INV. IN=4946.60 (W) INV. OUT=4946.41 (E) FG=4951.00 TEE 1C-1.1 INV. IN=4946.60 (S) INV. OUT=4946.60 (E) FG=4950.96 ADS BASIN 1C-1.2 INV. IN=4946.60 (W) INV. OUT=4946.60 (E) INV. OUT=4946.60 (N) INV. OUT=4946.60 (S) FG=4951.06 BEGIN CHAMBER 1C-1.2 INV. IN=4946.60 (W) INV. OUT=4946.41 (E) FG=4951.09 END CHAMBER 1C-1.2 INV. IN=4946.36 (W) FG=4951.22 ADS BASIN 1C-1.3 INV. OUT=4946.56 (W) FG=4951.35 END CHAMBER 1C-1.3 INV. IN=4946.34 (W) INV. IN=4946.54 (E) FG=4951.34 BEGIN CHAMBER 1C-1.3 INV. IN=4946.60 (W) INV. OUT=4946.41 (E) FG=4951.19 TEE 1C-1.3 INV. IN=4946.60 (N) INV. OUT=4946.60 (E) INV. OUT=4946.60 (S) FG=4951.16 ADS BASIN 1C-1.4 INV. IN=4946.60 (N) INV. OUT=4946.60 (E) FG=4951.25 BEGIN CHAMBER 1C-1.4 INV. IN=4946.60 (W) INV. OUT=4946.41 (E) FG=4951.28 END CHAMBER 1C-1.4 INV. IN=4946.34 (W) FG=4951.43 UD-3 CO-1 INV. OUT=4946.04 (E) FG=4951.33 UD-3 CO-2 INV. IN=4945.96 (W) INV. OUT=4945.96 (E) FG=4951.49 STMH wWEIR 1C-1 INV. IN=4946.63 (N) INV. OUT=4946.46 (S) INV. OUT=4946.63 (E) FG=4950.96 ADS BASIN 1C-1.1 INV. IN=4947.89 (NE) INV. OUT=4946.56 (W) FG=4951.15 ADS BASIN 1B-1.1 INV. OUT=4946.28 (E) FG=4951.15 ADS BASIN 1B-1.3 INV. OUT=4946.28 (E) FG=4951.37 ADS BASIN 1E-1.11 INV. IN=4946.98 (W) INV. OUT=4946.98 (N) FG=4951.74 BEGIN CHAMBER 1E-1.10 INV. IN=4946.98 (S) INV. IN=4946.79 (N) INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4951.76 T E E UD UD UD UD UD UD UD E E E E E E UD UD UD UD UD UD UD 3.80 LF 24" HDPE @ 0.23% 42.70 LF SC-800 CHAMBER @ 0.20% 42.70 LF SC-800 CHAMBER @ 0.20% 42.70 LF SC-800 CHAMBER @ 0.20% 42.70 LF SC-800 CHAMBER @ 0.20% 3.80 LF 24" HDPE @ 0.20% 49.82 LF SC-800 CHAMBER @ 0.20% 50.62 LF 4" PERF HDPE @ 0.20% 6.19 LF 24" HDPE @ 0.00%6.21 LF 24" HDPE @ 0.00% 6.19 LF 24" HDPE @ 0.00% 6.17 LF 24" HDPE @ 0.00% 6.19 LF 24" HDPE @ 0.00% 12.66 LF 24" HDPE @ 0.50% 32.40 LF 4" HDPE @ 0.20% 4.71 LF 24" HDPE @ 0.00% 4.79 LF 24" HDPE @ 0.00% 4.82 LF 24" HDPE @ 0.00% 4.71 LF 24" HDPE @ 0.00% 46.9 5 SG 46.9 5 SG46.94 SG 46 . 9 4 SG 46.83 SG 46 . 8 3 SG 52.79 FG 52 . 7 4 FG 52.67 FG 52 . 0 0 FG 52. 1 5 FG 52.5 9 FG ADS BASIN 1H-2 INV. OUT=4947.66 (N) FG=4952.82 END CHAMBER 1H-2 INV. IN=4947.65 (S) INV. OUT=4947.46 (N) FG=4952.78 END CHAMBER 1H-1 INV. OUT=4947.43 (N) FG=4952.70 END CHAMBER 1H-4 INV. IN=4947.65 (S) INV. OUT=4947.43 (N) FG=4952.73 END CHAMBER 1H-3 INV. OUT=4947.46 (N) FG=4952.86 ADS BASIN 1H-4 INV. OUT=4947.66 (N) FG=4952.77 END CHAMBER 1H-5 INV. OUT=4947.45 (N) FG=4952.67 UD-1 CO-1 INV. OUT=4947.53 (N) FG=4952.59 UD-1 CO-2 w/45° BEND INV. IN=4947.42 (S) INV. OUT=4947.42 (NE) FG=4952.14 BEGIN CHAMBER 1H-5 INV. IN=4947.54 (N) INV. IN=4947.35 (S) FG=4952.20 BEGIN CHAMBER 1H-4 INV. IN=4947.54 (N) INV. IN=4947.35 (S) FG=4952.30 BEGIN CHAMBER 1H-3 INV. IN=4947.54 (N) INV. IN=4947.37 (S) FG=4952.40 BEGIN CHAMBER 1H-2 INV. IN=4947.54 (N) INV. IN=4947.37 (S) FG=4952.37 BEGIN CHAMBER 1H-1 INV. IN=4947.54 (N) INV. IN=4947.35 (S) FG=4952.33 ADS BASIN 1H-5 INV. IN=4947.54 (W) INV. OUT=4947.54 (S) FG=4952.15 ADS BASIN 1H-3 INV. IN=4947.54 (N) INV. OUT=4947.54 (S) INV. OUT=4947.54 (W) INV. OUT=4947.54 (E) FG=4952.34 ADS BASIN 1H-1 INV. IN=4947.54 (E) INV. OUT=4947.54 (S) FG=4952.28 STMH 1H INV. IN=4947.60 (W) INV. IN=4947.44 (E) INV. OUT=4947.60 (S) FG=4952.23 TEE 1H-2 INV. IN=4947.54 (E) INV. OUT=4947.54 (S) INV. OUT=4947.54 (W) FG=4952.31 TEE 1H-4 INV. IN=4947.54 (W) INV. OUT=4947.54 (S) INV. OUT=4947.54 (E) FG=4952.25 57.32 LF 4" PERF PVC @ 0.20% UD-2 CO-1 INV. OUT=4946.88 (S) FG=4951.98 15.72 LF 4" PVC @ 0.20% UD-2 CO-2 w/45° BEND INV. IN=4946.76 (N) INV. OUT=4946.76 (SE) FG=4951.69 ADS BASIN 1E-1.11 INV. IN=4946.98 (W) INV. OUT=4946.98 (N) FG=4951.74 56.93 LF SC-310 CHAMBER @ 0.20% END CHAMBER 1E-1.11 INV. OUT=4946.91 (S) FG=4952.05 49.82 LF SC-310 CHAMBER @ 0.20% 49.82 LF SC-310 CHAMBER @ 0.20% 49.82 LF SC-310 CHAMBER @ 0.20% 28.47 LF SC-310 CHAMBER @ 0.20% 28.47 LF SC-310 CHAMBER @ 0.20% 28.47 LF SC-310 CHAMBER @ 0.20% 28.47 LF SC-310 CHAMBER @ 0.20% 49.82 LF SC-310 CHAMBER @ 0.20% 49.82 LF SC-310 CHAMBER @ 0.20% 49.82 LF SC-310 CHAMBER @ 0.20% END CHAMBER 1E-1.13 INV. OUT=4946.89 (S) FG=4952.47 END CHAMBER 1E-1.2 INV. IN=4947.08 (N) INV. OUT=4946.89 (S) FG=4952.39 3.72 LF 12" HDPE @ 0.20% END CHAMBER 1E-1.1 INV. OUT=4946.89 (S) FG=4952.32 ADS BASIN 1E-1.2 INV. OUT=4947.09 (S) FG=4952.41 3.72 LF 12" HDPE @ 0.20% END CHAMBER 1E-1.5 INV. OUT=4946.85 (S) FG=4952.50 END CHAMBER 1E-1.6 INV. IN=4947.04 (N) INV. OUT=4946.85 (S) FG=4952.40 END CHAMBER 1E-1.7 INV. OUT=4946.85 (S) FG=4952.30 3.72 LF 12" HDPE @ 0.20% ADS BASIN 1E-1.6 INV. OUT=4947.05 (S) FG=4952.42 ADS BASIN 1E-1.4 INV. OUT=4947.05 (S) FG=4952.45 ADS BASIN 1E-1.8 INV. OUT=4947.09 (S) FG=4952.33 3.72 LF 12" HDPE @ 0.20% END CHAMBER 1E-1.8 INV. IN=4947.08 (N) INV. OUT=4946.89 (S) FG=4952.31 END CHAMBER 1E-1.9 INV. OUT=4946.89 (S) FG=4952.21 END CHAMBER 1E-1.10 INV. IN=4947.08 (N) INV. OUT=4946.89 (S) FG=4952.12 3.72 LF 12" HDPE @ 0.20% ADS BASIN 1E-1.10 INV. OUT=4947.09 (S) FG=4952.14 BEGIN CHAMBER 1E-1.1 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.03 BEGIN CHAMBER 1E-1.2 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.11 BEGIN CHAMBER 1E-1.3 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.18 BEGIN CHAMBER 1E-1.4 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.25 BEGIN CHAMBER 1E-1.6 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.23 BEGIN CHAMBER 1E-1.5 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.33 BEGIN CHAMBER 1E-1.7 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.14 BEGIN CHAMBER 1E-1.8 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4952.04 BEGIN CHAMBER 1E-1.9 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4951.95 BEGIN CHAMBER 1E-1.10 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4951.85 BEGIN CHAMBER 1E-1.11 INV. IN=4946.98 (S) INV. IN=4946.79 (N) FG=4951.76 STMH wWEIR 1E-1 INV. IN=4947.04 (W) INV. OUT=4946.84 (E) INV. OUT=4947.04 (N) FG=4952.26 END CHAMBER 1E-1.4 INV. IN=4947.04 (N) INV. OUT=4946.85 (S) FG=4952.43 46 . 2 8 SG 46.40 SG 51.97 FG 46 . 2 8 SG 52 . 4 0 FG 46 . 4 1 SG 51.94 FG 51.6 4 FG 46.4 0 SG 52.10 FG46.4 1 SG 52.14 FG 52.29FG 47.0 6 SG 47 . 0 0 SG 52.42FG 46.4 0 SG 52.5 3FG 46. 4 0 SG 52.2 8 FG ADS BASIN (TYP.) (SEE SHEETS C911-C912) ADS BASIN (TYP.) (SEE SHEETS C911-C912) 12" ADS N-12 MANIFOLD (SEE SHEETS C911-C912) JBOX-1FG OUTFALL (DETAIL 500) INV. IN=4947.36 (SW) INV. OUT=4947.36 (S) FG=4951.71 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES 2.0% PROPOSED SUBDRAIN UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 SG 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.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE SUBGRADE AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - PLACEMENT AND COMPACTION OF BASE MATERIAL 3.STORMTECH CONTRACTOR SHALL MEET WITH SUPPLIER PRIOR TO INSTALLATION. 4.SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 5.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 6.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE VAULT SYSTEM. 7.SEE DETAIL SHEETS C911-C912 FOR ADDITIONAL MATERIAL, CONSTRUCTION AND DESIGN INFORMATION. 8.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, ELECTRIC, GAS, IRRIGATION, ECT. LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. STORMTECH CHAMBER ISOLATOR ROW EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EASEMENT LINE C705 SU B G R A D E P L A N 33 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 STORM CHAMBERS 3 & 4 STORM CHAMBERS 1 & 2 FG STORM CHAMBERS 1 & 2 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 NORTH STORM CHAMBERS 3 & 4 DNDN DNDN / / / / / / / / / / / / / / / / D W G G G G G W W W W W X X X G G G G G W W W W W X X X 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN AVE LOGAN AVE (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 3 ' R O W ) BUILDING 6 BUILDING 7 9' UTILITY EASEMENT 6' UTILITY EASEMENT DETENTION POND 33 ' F L - F L 63 ' R O W 5' WALK 5' WALK R20' R20' R20' OUTLOT Z TRACT B LOT 1 DRAINAGE AND ACCESS EASEMENT24' PAVED ACCESS R20' 20' DRAINAGE EASEMENT 30' ACCESS EASEMENT 24' GRAVEL DRIVE 30" VERTICAL CURB MONOLITHIC OUTFALL CURB MONOLITHIC OUTFALL CURB 6' CROSSPAN TIE INTO EXISTING CURBLINE PROPOSED STREET LIGHT PROPOSED STREET LIGHT STOP SIGN STOP SIGN 50.79 50.7 0 50.5 5 50.6 4 50.6 0 50.8 2 50.4 4 50.92 51.58 50.8 0 50.5 4 83' CROWN TRANSITION 24' DRIVE APPROACH R15' R15'EXISTING STREET LIGHT 51.4 2 51 . 7 0 52.0 3 51 . 8 2 51.6 8 51.4 1 51.7 5 51.3 3 STA. = 14+68.29 (LOGAN AVE) STA. = 10+00.00 (4TH STREET) **SPECIAL NOTE** NORTH SIDEWALK ALONG LOGAN AVE IS INDEPENDENT OF THE TYPICAL STREET CROSS SECTION. SEE SHEETS C301-C306 FOR SIDEWALK ELEVATIONS STOP SIGN 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+75 10+00 11+00 12+00 13+00 14+00 15+00 -2.45% 1.50% 1.00% 0.50%-0.60% -1.00% PV I S T A = 1 0 + 0 1 . 9 8 PV I E L E V = 4 9 5 0 . 8 1 PV I S T A = 1 0 + 1 1 . 7 2 PV I E L E V = 4 9 5 0 . 5 8 PV I S T A = 1 0 + 3 9 . 7 2 PV I E L E V = 4 9 5 1 . 0 2 PV I S T A = 1 0 + 9 5 . 8 4 PV I E L E V = 4 9 5 1 . 5 9 PV I S T A = 1 4 + 3 0 . 7 9 PV I E L E V = 4 9 5 0 . 9 4 PV I S T A = 1 4 + 6 8 . 2 9 PV I E L E V = 4 9 5 0 . 5 7 80.0' VC HP ELEV = 4952.10 HP STA = 12+16.70 PVI STA = 12+20.34 PVI ELEV = 4952.21 BV C S : 1 1 + 8 0 . 3 4 BV C E : 4 9 5 2 . 0 1 EV C S : 1 2 + 6 0 . 3 4 EV C E : 4 9 5 1 . 9 7 A.D. = 1.10 K = 72.73 49 5 0 . 8 0 49 5 1 . 1 3 49 5 1 . 3 8 49 5 1 . 6 1 49 5 1 . 7 3 49 5 1 . 8 6 49 5 1 . 9 8 49 5 2 . 0 8 49 5 2 . 0 9 49 5 2 . 0 2 49 5 1 . 8 8 49 5 1 . 7 3 49 5 1 . 5 8 49 5 1 . 4 3 49 5 1 . 2 8 49 5 1 . 1 3 49 5 0 . 9 8 49 5 0 . 7 5 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND ODELL NORTH EXISTING GROUND 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 0.65%-0.60% 0.50% -2.29% PV I S T A = 1 0 + 0 1 . 9 8 PV I E L E V = 4 9 5 0 . 8 3 PV I S T A = 1 0 + 1 0 . 2 2 PV I E L E V = 4 9 5 0 . 6 5 PV I S T A = 1 0 + 1 3 . 1 0 PV I E L E V = 4 9 5 0 . 5 5 PV I S T A = 1 0 + 5 7 . 1 3 PV I E L E V = 4 9 5 0 . 7 7 PV I S T A = 1 4 + 3 0 . 2 9 PV I E L E V = 4 9 5 0 . 5 6 80.0' VC HP ELEV = 4951.70 HP STA = 12+21.87 PVI STA = 12+20.34 PVI ELEV = 4951.82 BV C S : 1 1 + 8 0 . 3 4 BV C E : 4 9 5 1 . 5 6 EV C S : 1 2 + 6 0 . 3 4 EV C E : 4 9 5 1 . 5 8 A.D. = 1.25 K = 64.19 49 5 0 . 6 0 49 5 0 . 7 3 49 5 0 . 8 8 49 5 1 . 0 4 49 5 1 . 2 0 49 5 1 . 3 7 49 5 1 . 5 3 49 5 1 . 6 6 49 5 1 . 7 0 49 5 1 . 6 4 49 5 1 . 4 9 49 5 1 . 3 4 49 5 1 . 1 9 49 5 1 . 0 4 49 5 0 . 8 9 49 5 0 . 7 4 49 5 0 . 5 9 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND ODELL NORTH EXISTING GROUND 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 -0.60% 0.49% 0.50% PV I S T A = 1 0 + 0 1 . 9 9 PV I E L E V = 4 9 5 0 . 7 8 PV I S T A = 1 0 + 0 8 . 9 3 PV I E L E V = 4 9 5 0 . 8 1 PV I S T A = 1 0 + 1 1 . 6 6 PV I E L E V = 4 9 5 0 . 7 0 PV I S T A = 1 4 + 8 6 . 2 9 PV I E L E V = 4 9 5 0 . 0 8 80.0' VC HP ELEV = 4951.60 HP STA = 12+10.38 PVI STA = 12+14.00 PVI ELEV = 4951.71 BV C S : 1 1 + 7 4 BV C E : 4 9 5 1 . 5 1 EV C S : 1 2 + 5 4 EV C E : 4 9 5 1 . 4 7 A.D. = 1.10 K = 72.76 49 5 0 . 7 7 49 5 0 . 8 9 49 5 1 . 0 2 49 5 1 . 1 4 49 5 1 . 2 7 49 5 1 . 3 9 49 5 1 . 5 2 49 5 1 . 5 9 49 5 1 . 5 9 49 5 1 . 4 9 49 5 1 . 3 5 49 5 1 . 2 0 49 5 1 . 0 5 49 5 0 . 9 0 49 5 0 . 7 5 49 5 0 . 6 0 49 5 0 . 4 5 49 5 0 . 3 0 49 5 0 . 1 5 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND ODELL NORTH EXISTING GROUND C800 PL A N & P R O F I L E LO G A N A V E N U E 34 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LEFT FLOWLINE LOGAN AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE LOGAN AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET CENTERLINE LOGAN AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) C800 UD UD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W G G G G G W W W W W W W W W G G G G G W W W W W BU C K I N G H A M ST R E E T SE E S H E E T C8 0 2 LO G A N S T R E E T (P R P . 6 3 ' R O W ) 4TH STREET (PRP. 63' ROW) BUILDING 2BUILDING 3BUILDING 7 9' UTILITY EASEMENT 9' UTILITY EASEMENT DETENTION POND 63' ROW 5' WALK 36' FL-FL 5' WALK 30" VERTICAL CURB R20' R20' 8' CROSSPAN R20' 30' SANITARY SEWER EASEMENT TRACT A OUTLOT Z TRACT B LOT 1 24' PAVED ACCESS STOP SIGN STOP SIGN PROPOSED STREET LIGHT R15' R15' R15'R15'R15' R15' PROPOSED STREET LIGHT STOP SIGN STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 2 SEE SHEET C704 50.9 651.17 50.8 1 50.7 4 50.99 51.05 51.04 51.13 50.89 51.3 3 50.8 6 51.05 52.1 2 80' CROWN TRANSITION 24' DRIVE APPROACH 26' DRIVE APPROACH 26' DRIVE APPROACH STA. = 10+00.00 (4TH STREET) STA. = 14+68.29 (LOGAN AVE) **SPECIAL NOTE** SIDEWALKS ALONG 4TH STREET ARE TO BE THE TYPICAL 2% UP FROM BACK OF CURB WITH A MAX 2% CROSS SLOPE WITH THE EXCEPTION OF WHERE SPOT ELEVATIONS ARE GIVEN. SEE SHEETS C301-C306 FOR SIDEWALK DESIGN THAT DIVERTS FROM TYPICAL STREET SECTION 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.50% 3.90% 0.60% 1.00% 0.60%-0.50%0.50% PV I S T A = 1 0 + 0 0 . 0 4 PV I E L E V = 4 9 5 0 . 5 7 PV I S T A = 1 6 + 3 8 . 9 3 PV I E L E V = 4 9 5 0 . 8 9 PV I S T A = 1 6 + 5 1 . 3 2 PV I E L E V = 4 9 5 1 . 3 1 PV I S T A = 1 1 + 6 1 . 7 2 PV I E L E V = 4 9 5 1 . 5 9 PV I S T A = 1 0 + 7 6 . 9 3 PV I E L E V = 4 9 5 0 . 7 4 PV I S T A = 1 0 + 2 4 . 0 9 PV I E L E V = 4 9 5 0 . 4 5 PV I S T A = 1 0 + 4 9 . 0 6 PV I E L E V = 4 9 5 0 . 5 7 80.0' VC HP ELEV = 4953.27 HP STA = 14+53.66 PVI STA = 14+70.82 PVI ELEV = 4953.44 BV C S : 1 4 + 3 0 . 8 2 BV C E : 4 9 5 3 . 2 0 EV C S : 1 5 + 1 0 . 8 2 EV C E : 4 9 5 2 . 8 4 A.D. = 2.10 K = 38.11 49 5 0 . 4 5 49 5 0 . 5 8 49 5 0 . 7 3 49 5 0 . 9 7 49 5 1 . 2 2 49 5 1 . 4 7 49 5 1 . 6 7 49 5 1 . 8 2 49 5 1 . 9 7 49 5 2 . 1 2 49 5 2 . 2 7 49 5 2 . 4 2 49 5 2 . 5 7 49 5 2 . 7 2 49 5 2 . 8 7 49 5 3 . 0 1 49 5 3 . 1 6 49 5 3 . 2 7 49 5 3 . 2 1 49 5 2 . 9 9 49 5 2 . 6 3 49 5 2 . 2 5 49 5 1 . 8 8 49 5 1 . 5 0 49 5 1 . 1 3 49 5 1 . 2 5 ODELL NORTH EXISTING GROUND 24" HP STORM PP STA.=10+23.83 INV.=4944.98 15" HP STORM PP STA.=11+66.97 INV.=4946.49 30" HP STORM PP STA.=11+31.85 INV.=4945.48 30" HP STORM PP STA.=11+37.66 INV.=4945.48 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1.00% 0.60% -0.50% -1.50% -1.00% -0.50% 0.50%4.44% PV I S T A = 1 0 + 3 3 . 0 1 PV I E L E V = 4 9 5 0 . 0 4 PV I S T A = 1 0 + 3 6 . 3 0 PV I E L E V = 4 9 5 0 . 0 2 PV I S T A = 1 0 + 7 1 . 3 6 PV I E L E V = 4 9 5 0 . 2 0 PV I S T A = 1 1 + 6 1 . 7 2 PV I E L E V = 4 9 5 1 . 1 0 PV I S T A = 1 5 + 5 8 . 7 8 PV I E L E V = 4 9 5 1 . 6 3 PV I S T A = 1 6 + 1 3 . 7 8 PV I E L E V = 4 9 5 1 . 0 8 PV I S T A = 1 6 + 3 8 . 7 5 PV I E L E V = 4 9 5 0 . 9 6 PV I S T A = 1 6 + 4 3 . 1 4 PV I E L E V = 4 9 5 1 . 0 9 PV I S T A = 1 6 + 5 1 . 2 3 PV I E L E V = 4 9 5 1 . 4 5 80.0' VC HP ELEV = 4952.78 HP STA = 14+53.69 PVI STA = 14+70.82 PVI ELEV = 4952.95 BV C S : 1 4 + 3 0 . 8 2 BV C E : 4 9 5 2 . 7 1 EV C S : 1 5 + 1 0 . 8 2 EV C E : 4 9 5 2 . 3 5 A.D. = 2.10 K = 38.09 49 5 0 . 0 9 49 5 0 . 2 3 49 5 0 . 4 8 49 5 0 . 7 3 49 5 0 . 9 8 49 5 1 . 1 8 49 5 1 . 3 3 49 5 1 . 4 8 49 5 1 . 6 3 49 5 1 . 7 8 49 5 1 . 9 3 49 5 2 . 0 8 49 5 2 . 2 3 49 5 2 . 3 8 49 5 2 . 5 3 49 5 2 . 6 8 49 5 2 . 7 8 49 5 2 . 7 2 49 5 2 . 5 0 49 5 2 . 1 4 49 5 1 . 7 6 49 5 1 . 4 7 49 5 1 . 2 2 49 5 1 . 0 3 49 5 1 . 4 0 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND ODELL NORTH EXISTING GROUND 30" HP STORM PP STA.=11+31.89 INV.=4945.54 30" HP STORM PP STORM STA.=11+37.70 INV.=4945.54 4940 4945 4950 4955 4960 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0.50% 1.00% 0.60% -0.50% -1.50% -1.00% 3.30% PV I S T A = 9 + 7 9 . 5 0 PV I E L E V = 4 9 4 9 . 9 9 PV I S T A = 1 0 + 0 8 . 9 9 PV I E L E V = 4 9 4 9 . 8 5 PV I S T A = 1 0 + 6 3 . 2 1 PV I E L E V = 4 9 5 0 . 1 2 PV I S T A = 1 1 + 6 1 . 7 2 PV I E L E V = 4 9 5 1 . 1 0 PV I S T A = 1 5 + 6 1 . 8 6 PV I E L E V = 4 9 5 1 . 5 9 PV I S T A = 1 6 + 3 9 . 1 2 PV I E L E V = 4 9 5 0 . 8 1 PV I S T A = 1 6 + 4 3 . 1 2 PV I E L E V = 4 9 5 0 . 9 3 PV I S T A = 1 6 + 5 1 . 5 8 PV I E L E V = 4 9 5 1 . 2 1 80.0' VC HP ELEV = 4952.78 HP STA = 14+53.66 PVI STA = 14+70.82 PVI ELEV = 4952.95 BV C S : 1 4 + 3 0 . 8 2 BV C E : 4 9 5 2 . 7 1 EV C S : 1 5 + 1 0 . 8 2 EV C E : 4 9 5 2 . 3 5 A.D. = 2.10 K = 38.11 49 4 9 . 8 9 49 4 9 . 9 3 49 5 0 . 0 5 49 5 0 . 2 3 49 5 0 . 4 8 49 5 0 . 7 3 49 5 0 . 9 8 49 5 1 . 1 8 49 5 1 . 3 3 49 5 1 . 4 8 49 5 1 . 6 3 49 5 1 . 7 8 49 5 1 . 9 3 49 5 2 . 0 8 49 5 2 . 2 3 49 5 2 . 3 8 49 5 2 . 5 3 49 5 2 . 6 8 49 5 2 . 7 8 49 5 2 . 7 2 49 5 2 . 5 0 49 5 2 . 1 4 49 5 1 . 7 6 49 5 1 . 4 6 49 5 1 . 2 1 49 5 0 . 9 6 49 5 1 . 1 6 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND ODELL NORTH EXISTING GROUND 30" HP STORM PP STA.=11+31.82 INV.=4945.43 30" HP STORM PP STA.=11+37.62 INV.=4945.43 C801 PL A N & P R O F I L E 4T H S T R E E T 35 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LEFT FLOWLINE 4TH STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE 4TH STREET SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET CENTERLINE 4TH STREET SCALE : 1" = 40' (H) 1" = 5' (V) C801 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DN DN ELEC ELEC VAULT CABLE CS W W W W W W W W W W W W W W W W W W W W W EEE E E E FO FO FO FO G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWWWWWWW G G G W W E X X X X W W W W W W W W W W W W W W W W W W W W W EEE E E E FO FO FO FO G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWWWWWWW G G G W W E X X X X HYD X NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET BUCKINGHAM STREET (PRP. ROW VARIES) 3R D S T R E E T (E X . 6 0 ' R O W ) 4T H S T R E E T (P R P . 6 3 ' R O W ) BUILDING 1 BUILDING 2 6' UTILITY EASEMENT 5' WALK 5' W A L K 41 ' F L - E O P 68 ' R O W 71 ' R O W 36 ' H A L F RO W 39 ' F L - E O P 78 ' R O W 35 ' E X . F L - E O P 9' UTILITY EASEMENT 5' WALK ∆ ∆ ∆ ∆ TIE INTO EXISTING SIDEWALK PROPOSED SAWCUT MONOLITHIC OUTFALL CURB 30" VERTICAL CURB PROPOSED SIDEWALK CULVERT TIE INTO EXISTING CURB EXISTING SECTION LINE TRACT A **SPECIAL NOTE** SIDEWALK DESIGN ALONG BUCKINGHAM ST IS INDEPENDENT OF THE TYPICAL STREET CROSS SECTION. SEE SHEETS C301-C306 FOR SIDEWALK ELEVATIONS 52.6 7 52.4 2 52.2 0 51.9 5 51.78 51 . 5 8 51. 3 8 51. 2 1 ∆ STOP SIGN STOP SIGN PROPOSED STREETLIGHT PROPOSED STREETLIGHT PROPOSED STREETLIGHT 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+25 (-0.66%) (-0.34%)(0.09%) (-0.42%) EXISTING GROUND EXISTING GROUND 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+25 -0.40% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 9 5 2 . 6 3 PV I S T A = 1 4 + 7 5 . 4 9 PV I E L E V = 4 9 5 0 . 7 3 49 5 2 . 5 3 49 5 2 . 4 3 49 5 2 . 3 3 49 5 2 . 2 3 49 5 2 . 1 3 49 5 2 . 0 3 49 5 1 . 9 4 49 5 1 . 8 4 49 5 1 . 7 4 49 5 1 . 6 4 49 5 1 . 5 4 49 5 1 . 4 4 49 5 1 . 3 4 49 5 1 . 2 4 49 5 1 . 1 4 49 5 1 . 0 4 49 5 0 . 9 4 49 5 0 . 8 4 49 5 0 . 7 4 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE (-0.32%) (-1.05%) (-3.01%) (-0.61%) 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+25 0.40%-0.50% -0.30% -1.00% -0.50% PV I S T A = 1 0 + 6 4 . 3 4 PV I E L E V = 4 9 5 2 . 4 3 PV I S T A = 1 0 + 8 3 . 2 6 PV I E L E V = 4 9 5 2 . 2 4 PV I S T A = 1 2 + 6 8 . 7 4 PV I E L E V = 4 9 5 1 . 3 1 PV I S T A = 1 5 + 1 2 . 2 4 PV I E L E V = 4 9 5 0 . 7 0 PV I S T A = 1 6 + 0 2 . 0 8 PV I E L E V = 4 9 5 0 . 4 3 60.0' VC HP ELEV = 4951.51 HP STA = 13+32.65 PVI STA = 13+35.99 PVI ELEV = 4951.58 BV C S : 1 3 + 0 5 . 9 9 BV C E : 4 9 5 1 . 4 6 EV C S : 1 3 + 6 5 . 9 9 EV C E : 4 9 5 1 . 4 3 A.D. = 0.90 K = 66.67 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 49 5 2 . 3 2 49 5 2 . 1 6 49 5 2 . 0 3 49 5 1 . 9 1 49 5 1 . 7 8 49 5 1 . 6 6 49 5 1 . 5 3 49 5 1 . 4 1 49 5 1 . 3 4 49 5 1 . 4 4 49 5 1 . 5 1 49 5 1 . 4 9 49 5 1 . 3 9 49 5 1 . 2 6 49 5 1 . 1 4 49 5 1 . 0 1 49 5 0 . 8 9 49 5 0 . 7 6 49 5 0 . 6 6 49 5 0 . 5 9 49 5 0 . 5 1 49 5 0 . 4 4 (-0.13%)(-0.51%)(-0.16%) (-0.32%)(-0.31%) C802 PL A N & P R O F I L E BU C K I N G H A M S T R E E T 36 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 CENTERLINE BUCKINGHAM STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BUCKINGHAM STREET SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C802 LEFT EOP BUCKINGHAM STREET SCALE : 1" = 40' (H) 1" = 5' (V) DUCT I L E I R O N NYLO P L A S TDNDN DN X EL E C EL E C D CSWCSCSCSCS CS W W W W G G G W W W G G G G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWWWWWW W W W G G G W W W G G G G G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWWWWWW X BU C K I N G H A M S T R E E T 3RD STREET (EX. 60' ROW) LO G A N S T R E E T LO G A N S T R E E T (P R P . 6 3 ' R O W ) BUILDING 1 BUILDING 6 BUILDING 4 GAR. 1 GAR. 3 6' UTILITY EASEMENT 33' FL-FL 60' ROW 5' WALK TIE INTO EXISTING CURBLINE 30" VERTICAL CURB MONOLITHIC OUTFALL CURB 30" VERTICAL CURB MONOLITHIC OUTFALL CURBMONOLITHIC OUTFALL CURB R20'R20'5' WALK 5' WALK EX. 4.5' WALK 40' FL-FL PROPOSED SAWCUT PROPOSED CURB INLET 30" VERTICAL CURB R20' PROPOSED SAWCUT PROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CULVERT PROPOSED STREET LIGHT PROPOSED STREET LIGHT STOP SIGN STOP SIGN **SPECIAL NOTE** SIDEWALK DESIGN ALONG 3RD STREET IS INDEPENDENT OF THE TYPICAL STREET CROSS SECTION. SEE SHEETS C301-C306 FOR SIDEWALK ELEVATIONS 50.00 49. 8 0 49.80 50 . 0 3 49 . 9 2 50 . 0 2 50 . 4 9 51.1 4 51 . 3 2 51.52 51.08 50 . 7 8 51.05 51 . 6 8 52 . 0 1 52.1 6 52.4 9 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 7+70 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 EXISTING GROUND EXISTING GROUND (0.38%) (0.14%) (0.55%) (-0.18%)(0.51%)(0.16%) (0.34%) (-0.47%)(-0.14%)(0.02%) 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 7+70 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 49 5 0 . 8 2 49 5 0 . 6 9 49 5 0 . 5 7 49 5 0 . 4 4 49 5 0 . 3 2 49 5 0 . 2 0 49 5 0 . 2 0 49 5 0 . 3 7 49 5 0 . 3 9 49 5 0 . 2 7 49 5 0 . 2 1 49 5 0 . 3 4 49 5 0 . 5 6 49 5 0 . 8 1 49 5 1 . 0 6 49 5 1 . 2 2 49 5 1 . 3 4 49 5 1 . 3 3 49 5 1 . 2 8 49 5 1 . 2 6 49 5 1 . 3 4 49 5 1 . 5 2 49 5 1 . 6 9 49 5 1 . 8 7 49 5 2 . 0 4 49 5 2 . 2 2 49 5 2 . 3 9 49 5 2 . 5 7 -0.50% 0.70% 0.20%0.50% 1.00% -0.50%0.50%0.00%-0.50%-0.00%1.10%0.50% 0.20%0.50%-0.20% PV I S T A = 1 0 + 0 0 . 0 0 PV I E L E V = 4 9 5 0 . 8 2 PV I S T A = 1 1 + 2 4 . 6 2 PV I E L E V = 4 9 5 0 . 2 0 PV I S T A = 1 1 + 5 3 . 1 8 PV I E L E V = 4 9 5 0 . 2 0 PV I S T A = 1 1 + 6 4 . 8 2 PV I E L E V = 4 9 5 0 . 3 2 PV I S T A = 1 1 + 8 4 . 0 3 PV I E L E V = 4 9 5 0 . 4 2 PV I S T A = 1 1 + 9 4 . 0 3 PV I E L E V = 4 9 5 0 . 4 2 PV I S T A = 1 2 + 4 2 . 5 9 PV I E L E V = 4 9 5 0 . 1 8 PV I S T A = 1 2 + 8 0 . 3 7 PV I E L E V = 4 9 5 0 . 3 7 PV I S T A = 1 3 + 5 5 . 5 5 PV I E L E V = 4 9 5 1 . 1 2 PV I S T A = 1 3 + 9 9 . 0 3 PV I E L E V = 4 9 5 1 . 3 4 PV I S T A = 1 4 + 1 1 . 5 3 PV I E L E V = 4 9 5 1 . 3 6 PV I S T A = 1 4 + 6 9 . 1 8 PV I E L E V = 4 9 5 1 . 2 4 PV I S T A = 1 4 + 8 7 . 2 2 PV I E L E V = 4 9 5 1 . 2 8 PV I S T A = 1 5 + 0 1 . 3 7 PV I E L E V = 4 9 5 1 . 3 5 PV I S T A = 1 6 + 8 6 . 9 2 PV I E L E V = 4 9 5 2 . 6 5 PV I S T A = 1 6 + 9 4 . 2 1 PV I E L E V = 4 9 5 2 . 6 1 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE (0.23%)(0.03%) C803 PL A N & P R O F I L E 3R D S T R E E T 37 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET CENTERLINE 3RD STREET SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE 3RD STREET SCALE : 1" = 40' (H) 1" = 5' (V) C803 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DN DN VAULT CABLE CS W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G W W E W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW G G G W W E HYD X 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12 + 0 0 12 + 5 0 13 + 0 0 13 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15 + 5 0 4T H S T R E E T BUCKINGHAM STREET 3R D S T R E E T 68 ' R O W 5' SIDEWALK 5' SIDEWALK 26 . 9 0 ' C L - F L 15 . 0 0 ' C L - E O P 3.00' NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET BUILDING 1 BUILDING 2 EXISTING EDGE OF ASPHALT PROPOSED EDGE OF ASPHALT EXISTING GAS (TYP.) PROPOSED SAWCUT LINE (TYP.) EXISTING 24" DIP WATERLINE (NWCWD) EXISTING 12" DIP WATERLINE (FC) MONOLITHIC OUTFALL CURB 30" VERTICAL CURB TIE INTO EXISTING CURB CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 13+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 10+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 2 . 4 4 -0.20% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 11+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 2 . 2 4 -2.57%-1.37% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 11+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 2 . 0 4 -0.91% -1.41% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 12+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 1 . 8 4 -2.42% -4.14% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 12+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 1 . 6 4 -3.19% -3.49% FL E L = 49 5 1 . 4 4 -2.89%-2.85% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 13+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 FL E L = 49 5 1 . 2 4 -3.40%-4.70% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 14+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 -3.28% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 14+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 -1.47% CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 15+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 -3.52% 49 5 2 . 4 49 5 2 . 3 6 49 5 2 . 2 49 5 2 . 1 8 49 5 2 . 0 49 5 2 . 0 3 49 5 1 . 8 49 5 1 . 8 2 49 5 1 . 9 49 5 1 . 9 4 49 5 1 . 9 49 5 1 . 8 7 49 5 1 . 6 49 5 1 . 5 8 49 5 1 . 3 49 5 1 . 3 0 49 5 1 . 1 49 5 1 . 0 8 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 10+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 15+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 EX I S T I N G R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y -5.1% -12.7 % -8.8% -7.3: 1 -1.6% -5.1% -4.3 : 1 -6.7% -7.0: 1 -3.3% -4.3% (-1.8%)(-1.8%) (-2.1%) -3.8% -6.4% -5.8% -3. 6 : 1 -2.4%-3.8%(-1.1%) -2.2%(-4.9%) (-0.3%) (-9.1% ) (0.0%) (-5.0%) (-1.3%) (-1.4%) (-6.4%) (-10.2 % ) (-0.9%) (-2.1%) (-1.3%) (-1.3%)(-0.4%) (-1.9%) (-4.6%) (-6.5%) (-0.2%)(0.1%)(-3.6%) 49 5 3 . 0 49 5 3 . 0 0 PROPOSED GROUND (TYP.) APPROXIMATE LOCATION EXISTING GAS (TYP.)APPROXIMATE EXISTING 12" DIP WATER (TYP.) EXISTING GROUND (TYP.) APPROXIMATE EXISTING 24" DIP WATER (TYP.) (-0.7%)(-0.7%)-0.7% -13.4 % -7.9% (-1.4%) (-2.9%) (-0.5%) (-4.7%) (-1.5%) (-1.5%) (-1.4%) EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS -2.88% 49 5 0 . 9 49 5 0 . 9 2 PR O P O S E D R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y (-4.3%) (-0.8%)-4.5%-2.0% (-2.3%) (-2.5%) C804 CR O S S S E C T I O N S BU C K I N G H A M S T R E E T 38 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C804 DUCTI L E I R O N NYLOP L A S TDNDN DN EL E C EL E C D CSWCSCSCS W W W W G G G W W W G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWW W W W G G G W W W G G G G G G G G G G G G G G G G G G G G WWWWWWWWWWWWWWWWWWWWW 10 + 0 0 10 + 5 0 11 + 0 0 11 + 5 0 12 + 0 0 12 + 5 0 13 + 0 0 13 + 5 0 14 + 0 0 14 + 5 0 15 + 0 0 15 + 5 0 16 + 0 0 16 + 5 0 LO G A N A V E N U E BU C K I N G H A M S T R E E T 3RD STREET 40 ' F L - F L 60 ' R O W 33 ' F L - F L 5' SIDEWALK 5' SIDEWALK EXISTING 3.04' ATTACHED SIDEWALK 6 0 ' R O W EXISTING GAS (TYP.) EXISTING 8" DIP WATER MONOLITHIC OUTFALL CURB 30" VERTICAL CURB 7.50' TIE INTO EXISTING CURB BUILDING 1 BUILDING 6 BUILDING 4 GAR. 1 GAR. 3 EXISTING ROLL-OVER CURB & GUTTER SIDEWALK CULVERT SIDEWALK CULVERT MONOLITHIC OUTFALL CURB CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 10+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 11+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 11+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 12+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 12+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 13+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 13+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 14+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 14+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 15+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 15+50 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 CE N T E R LI N E Horizontal Scale 1" = 20' Vertical Scale 1" = 5' 16+00 4942 4944 4948 4952 4956 4942 4944 4948 4952 4956 0 20 400-20-40 49 5 0 . 7 49 5 0 . 6 9 49 5 0 . 8 49 5 0 . 7 7 49 5 1 . 0 49 5 1 . 0 3 49 5 1 . 4 49 5 1 . 4 3 49 5 1 . 6 49 5 1 . 6 0 49 5 1 . 8 49 5 1 . 8 3 49 5 2 . 0 49 5 1 . 9 7 EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y EX I S T I N G R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PR O P O S E D R I G H T - O F - W A Y PROPOSED GROUND (TYP.) FL E L = 49 5 0 . 3 2 -2.62% FL E L = 49 4 9 . 8 0 -3.62%-4.13% 2.31% 4.27% FL E L = 49 5 0 . 5 6 2.70% FL E L = 49 5 1 . 0 6 1.82% FL E L = 49 5 1 . 3 4 -1.61% FL E L = 49 5 0 . 8 9 -3.90% -4.06% FL E L = 49 5 1 . 3 5 -2.85% FL E L = 49 5 1 . 6 9 -1.02% FL E L = 49 5 2 . 0 4 -1.05% F.O. GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS APPROXIMATE LOCATION EXISTING GAS (TYP.)APPROXIMATE EXISTING 8" DIP WATER (TYP.) EXISTING GROUND (TYP.) -5.1% -7.9% -7.6% -6.9: 1 -2.0% -7.0% -9.8:1 -4.6 : 1 -6.3% -1.7% -10.5 % -2.0% -2.2%-2.2% -2.2% -2.2% -2.2% -5.5% -2.0%-18 . 2 % -2.4%-1.0%(-4.2%)(-5.4%)(-2.7%) (-6.2%) (-3.1%) (-6.1%) (-4.2%)(-4.5%) (-1.2%)(-4.5%) (-2.2%) (-6.4%) (-1.7%) (-5.7%) (-1.1%) (-6.9%) (-2.5%) (-8.0% ) (-1.9%) (-4.1%) -4.0% -15. 6 % -20 . 2 % -1.5% -3.2%-8.6% -2.2% C805 CR O S S S E C T I O N S 3R D S T R E E T 39 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT 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.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 TOWN STREET REPAIR STANDARDS. 4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT FDP 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY. THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED STORM INLET PROPOSED STREET LIGHT PROPOSED SAWCUT PROPOSED 2' MILL AND OVERLAY Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C805 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DN DN VAULT CABLE X X X XXXXX X X4T H S T R E E T (P R P . 6 3 ' R O W ) SE E S H E E T C8 0 1 BUILDING 1 BUILDING 2 NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) SE E S H E E T C8 0 3 3' 11' 11' STA.=10+03.07 OFFSET=11' BEGIN 1 STA.=10+03.07 OFFSET=0' BEGIN 2 STA.=10+03.07 OFFSET=14' BEGIN 1 STA.=10+03.18 OFFSET=22' BEGIN 1 STA.=14+73.00 OFFSET=0' BEGIN 2 STA.=13+97.63 OFFSET=0' END STRIPE 2 68' ROW 60' ROW 63' ROW ℄ STA.=13+47.69 OFFSET=11' BEGIN 4 STA.=13+47.69 OFFSET=14' END STRIPE 1 STA.=13+97.62 OFFSET=19' END STRIPE 1 STA.=14+73.00 OFFSET=14' BEGIN 1 STA.=14+73.00 OFFSET=11' BEGIN 1 STA.=16+24.92 OFFSET=14' PI 1 STA.=16+25.20 OFFSET=8' END STRIPE 1 STA.=9+93.70 OFFSET=11' BEGIN 1 40' FL-EOA STA.=17+17.62 OFFSET=3' END STRIPE 2 STA.=17+17.15 OFFSET=15' END STRIPE 1 11' 3' 5' 11' STA.=13+25.13 OFFSET=0' PI 2STA.=12+65.11 OFFSET=0' PI 2 STA.=11+16.11 OFFSET=0' PI 2 STA.=13+25.13 OFFSET=11' PI 1 STA.=13+25.13 OFFSET=14' PI 1 STA.=12+65.11 OFFSET=14' PI 1 STA.=12+53.72 OFFSET=14' PI 1 STA.=12+53.72 OFFSET=11' PI 1 STA.=12+65.11 OFFSET=11' PI 1 STA.=13+25.13 OFFSET=19' PI 1 STA.=12+65.11 OFFSET=19' PI 1 STA.=12+53.52 OFFSET=19' PI 1 STA.=13+25.13 OFFSET=11' PI 1 STA.=12+65.11 OFFSET=11' PI 1 STA.=14+73.00 OFFSET=11' PI 1 ℄ STA.=13+97.64 OFFSET=11' END STRIPE 4 STA.=13+47.68 OFFSET=11' END STRIPE 1 BUCKINGHAM STREET VAR. ROW BUCKINGHAM STREET MODIFIED COLLECTOR INTERIM CONDITION - VARYING R.O.W. 39' EOP-FL 15' EOP-CL 4' S H O U L D E R 11 ' T R A V E L 24' FL-CL 6' UTILITY EASEMENT 11 ' T R A V E L 5' B I K E L A N E 27' FL-CL 3' P A R K I N G S P A C E R 5' S I D E W A L K 8' PARKING VERTICAL CURB & GUTTER 3' L A N D S C A P E B U F F E R DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C806 SI G N A G E & S T R I P I N G P L A N BU C K I N G H A M S T R E E T 40 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 SG1 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 SIGNAGE NOTES: 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 1 2 3 PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 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 CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) 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 CITY OF FORT COLLINS TRAFFIC ENGINEER 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 OF FORT COLLINS TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: PAVEMENT STRIPING 4 3' LONG SOLID WHITE LINES W/ 9' GAP, 6" THICK 5 4" WHITE LINE AT 45° ANGLE EVERY 50' Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 100 WATER MAIN BEDDING REQUIREMENTS REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 WATER MAIN BEDDING REQUIREMENTS (DIP & PVC)1 4/8/11 103 SPRINKLER SYSTEM DETAIL 101 FIRE HYDRANT INSTALLATION REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 FIRE HYDRANT INSTALLATION 3 4/8/11 102 TYPICAL WATER SERVICE 104 STANDARD EXTERIOR SETTING FOR 3 4 IN. AND 1 IN. WATER METER 105 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 106 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 107 VALVE EXTENSION DETAILS C900 WA T E R D E T A I L S 41 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 TYPICAL WATER SERVICE 11 4/12/11 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 SPRINKLER SYSTEM DETAIL 13 8/4/15 FL O W METER DETAILS CONSTRUCTION DETAIL (970) 221-6759 UTILITIES FORT COLLINS, CO. 80522 CITY OF FORT COLLINS P.O. BOX 580 WATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS 4/20/2022 SAA W-15 GENERAL NOTES: 1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN. 2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX. 3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET. 4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. 5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE. 6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. 7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15) 6 INCH LAYER OF PEA GRAVEL (3/8") UNDER METER BOX LOCK TYPE INLET VALVE PLASTIC INNER LID CAST IRON RECESSED LID WITH WORM LOCK CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) CURB BOX CAST IRON FROST PROOF METER BOX COVER C.L. OF METER CONNECTION INSTALL LID 1/2" ABOVE FINAL LANDSCAPED GRADE 10" 48" 64" NO FITTINGS FOR 2' MIN 15" RECOMMENDED 14" MIN. ALLOWED 18" MAX. ALLOWED PIPE INLETS NEED TO BE EXPOSED TO ALLOW GEOTHERMAL HEATING OF BOX 4" X 6" SUPPORT BRICK 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 DETAILS CONSTRUCTION DETAIL (970) 221-6759 UTILITIES FORT COLLINS, CO. 80522 CITY OF FORT COLLINS P.O. BOX 580 WATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16A 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 . DETAILS CONSTRUCTION DETAIL (970) 221-6759 UTILITIES FORT COLLINS, CO. 80522 CITY OF FORT COLLINS P.O. BOX 580 WATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) 5/20/2022 SAA W-16B 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) VALVE EXTENSION DETAIL FOR VALVES NOTES: GREATER THAN 5 FT. DEEP REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 VALVE EXTENSION DETAILS 29 4/11/11 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 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 C901 WA T E R D E T A I L S 42 200 POLYETHYLENE AWWA C-105 WRAP POLYETHYLENE TUBE POLYETHYLENE TUBEPIPE PLASTIC TAPE PIPE PIPE EXCESS MATERIAL SHALL BE PIPE BARREL, FOLDED ON TOP OF PIPE AND TAPED IN MATERIAL ON PIPE PRIOR TO LOWERING IT INTO TRENCH. AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC TUBE IN PLACE. NEATLY DRAWN UP AROUND THE PLACE TUBE OF 8 MIL POLYETHYLENE PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL MACHINE AREA. INSTALL AND POLYETHYLENE. MAKE TAPS BY WRAPPING THREE THE PIPE TO COVER THE TAPPING CORPORATION STOP THROUGH THE TAPE LAYERS OF COMPATIBLE TAPE AROUND PLACE. PIPE AND TAPED IN PLACE. CLEAN MATERIAL THAT WILL NOT DAMAGE ENCASEMENT. CAREFULLY BACKFILL WITH PIPE BARREL, FOLDED ON TOP OF OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE POLYETHYLENE TUBE PLASTIC TAPE Restraint Calculations Location Total Restraint Length 45 Degree Bend 10 ft 8"X6" TEE 60 ft* Water Lowering Top Bends 33 ft Water Lowering Lower Bends 8 ft 203 JOINT RESTRAINT TABLE 201 STANDARD CONCRETE THRUST BLOCKS 202 VALVE BLOCKING DETAIL NOTES: LENGTHS ARE BASED ON CALCULATIONS DONE BY THE CITY OF FORT COLLINS USING EBAA IRON - RESTRAINT LENGTH CALCULATOR v7.1.2. 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 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS 6" NOTES: 1.TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. 2.TRACER WIRE SHALL BE 2 #12 AWG HIGH-FLEX COPPER CLAD STEEL CONDUCTOR (HF-CCS), INSULATED WITH A 30 MIL, HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HF-CCS CONDUCTOR MUST BE A 21% CONDUCTIVITY FOR LOCATABILITY PURPOSES, RATED BREAK LOAD 282#. HDPE INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. INSULATION COLOR SHALL MEET THE APWA COLOR CODE STANDARD FOR IDENTIFICATION OF BURIED UTILITIES. 3.CONNECTORS SHALL BE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR PRE-APPROVED EQUAL. THESE CONNECTORS WILL NOT WORK WITH THHN PRODUCTS. 4.IF LOCATOR STATION IS TO BE PLACED AT A FIRE HYDRANT, PLACE IT DIRECTLY IN FRONT OF THE FIRE HYDRANT. SEE DETAIL 25 FOR LOCATOR STATION DETAILS. 5.GROUNDING RODS SHALL BE MAGNESIUM DRIVE-IN ANODE WITH HDPE CAP AND 5' OF FACTORY INSTALLED 12 AWG COPPER CLAD STEEL WIRE WITH 30 MIL HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HDPE INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. GROUNDED RODS TO BE AT ALL DEAD END POINTS OF THE TRACER WIRE. 6.TRACER WIRE FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 PVC WATER MAIN TRACER WIRE DETAIL 30 3/29/16 REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 VALVE BLOCKING DETAIL 31 2/1/13 8"X8" TEE 80 ft* 12"X8" WET TAP 113 ft* *LENGTHS BASED ON ALL JOINT RESTRAINT ON BRANCH OF TEE PRE-FORMED MANHOLE SECTION A-A FROST LID 90° ELBOW FINISHED BIRD SCREEN 4' 5' - 5 " 4' 1' MIN. 1' 312" 1' - 4 " 1' 6" FABRICATED STEEL PIPE 6"x90° SCHEDULE GRADE PLASTIC GASKET 2' - 4 " PLAN RINGS (GROUT IN PLACE) PRE-CAST CONCRETE GRADE A A FOOTING (TYP.) 1'1' 2' 2' 2'2' MANHOLE STEP STEP (TYP.) 36 " ( M I N . ) 6" MIN. (TYP.) 6" M I N . (T Y P . ) TAPPING SADDLE NOTES: ALL FITTINGS, VALVES AND SADDLES SHALL BE BRASS RATED 250 PSI OR BETTER. 1' (T Y P . ) 4' M I N . CONCRETE FOOTING (TYP.) CONCRETE 40 PVC ELBOW MANHOLE PIPE OPENING (FILL WITH NON-SHRINK GROUT ALL AROUND PIPE) MANOLE PIPE OPENING (FILL WITH NON-SHRINK GROUT ALL AROUND PIPE) 1. DETAIL NOT TO SCALE2. 6" SCHEDULE 40 PVC 6" SCHEDULE 40 PVC GLUE-ON FEMALE ADAPTER TO IP THREAD 1' REVISED DATE: DETAIL TITLE OF DRAWING FIELD OPERATIONS (970) 221-6700 UTILITIES - WATER FORT COLLINS, CO. 80550 CITY OF FORT COLLINS P.O. BOX 580 COMBINATION AIR RELEASE/VACUUM VALVE 6 4/8/11 204 COMBINATION AIR RELEASE/VACUUM VALVE FOR 16" OR SMALLER WATER MAINS 303 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 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 C902 DE T A I L S SA N I T A R Y S E W E R 43 SERVICE WYE300WASTEWATER BEDDING REQUIREMENTS 302 STANDARD MANHOLE (WASTEWATER) COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 I N . M I N . SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 60 IN.18 IN. TO 30 IN. 72 IN.OVER 30 INCHES MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 F T . M I N . D E P T H CONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 I N . M I N . 48 I N . M A X . VA R I A B L E 28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN.o 45 MAX.o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 301 TRAFFIC RATED CLEANOUT Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C903 DR A I N A G E D E T A I L S 44 400 STORMWATER BEDDING REQUIREMENTS FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 401 ROOF DRAIN CONNECTION 403 STREET INTERSECTION GUTTER DETAIL WITH CROSSPAN (STORM) FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 o 402 MANHOLE CHANNELING (STORM) 1 RE V I S I O N 1 BR R 05 / 0 2 / 2 0 2 2 FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 E C B E E C D PLAN FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 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. 405 CONCRETE PAN 404 FLARED END SECTIONS FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 406 SHALLOW MANHOLE WITH FLAT TOP 407 4' SIDEWALK CULVERT A-2000 PVC PIPE, 4" PIPE AND SLOPE TO DRAIN (0.5% MIN) REDUCING TEE (IF NEEDED) INVERT PER PLAN TEE FITING 90 DEGREE BEND 3.2' BELOW FINISH FLOOR 4" PVC 6" DOWNSPOUT ADAPTER 4x5 DOWNSPOUT PER ARCH PLANS BUILDING FACE FINISHED GROUND MIN 2' COVER FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 NOTE: SECTION A-A SECTION B-B SECTION C-C GRATE: 4951.53 WATER QUALITY WEIR: 4950.10 INV BOX: 4947.61 SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE HGL ELEVATION: 4950.82 2.49'4.82' 3.54'3.5' OUTFALL RESTRICTOR PLATE INV BOX: 4947.36 8" SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE #4 @ 12" CENTER (TYP.) 2.5' 7.15' 8.48' 8" SEE CLOSE MESH GRATE DETAIL 3"3" 2.5' 3' 8.48' 3.98' 4.5'5.83' 3" 8" 8" 8"8" 3" RECESS FOR GRATING OUTFALL RESTRICTOR PLATE 2" ALL AROUND 5.83' 4.5' 8" SEE CLOSE MESH GRATE DETAIL 5.83' 4.5' 8" 16" MAX. 8" 5' 10.17' 8" 11.5' SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE 4.67'4.67' 2" ALL AROUND SECTION A-A SECTION B-B SECTION C-C 8" SEE CDOT CURB INLET TYPE R DETAIL (M-604-12) FOR REBAR LOCATION AND SIZE 3.33' 8"8" 11.5' 3.33' 8"8" 4.67'3.33' 10.17' 8" 8" 8" Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C904 DR A I N A G E D E T A I L S 45 JUNCTION BOX DETAIL502 JUNCTION BOX WITH AREA INLET WITH WATER QUALITY WEIR AND OUTFALL RESTRICTOR PLATE (JUNCTION BOX 1FG)500 501 CURB INLET TYPE R (1 OF 2) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 503 CURB INLET TYPE R (2 OF 2) ORIFICE OPENING (12.00" Ø, OUTFALL 1F-1G) PLATE CENTERED OVER PIPE OPENING IN WALL 12" Ø HOLES FOR 3 8" Ø EXPANSION BOLTS EMBEDDING 2" INTO CONCRETE WALL @ 6" O.C. MIN. 516" THICK GALVANIZED STEEL PLATE D D+4" D+4" ORIFICE INVERT SHALL MATCH PIPE INVERT 30" HDPEOUTFALL 1F-1G -D Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 600 SINGLE CURB INLET 601 DOUBLE CURB INLET 603 DRAIN BASIN WITH 2' X 3' ROAD & HIGHWAY GRATE INSTALLATION 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 4' 6" 6" 2' 6" 6" 5' - 8 " M A X 3' - 0 " M I N 5' - 8 " M A X 3' - 0 " M I N 6" 3'6" 3' AA B B A A DATE DRAWN:3/3/05 D43.dwg T. COXDRAWN BY: SINGLE CURB INLET CAD FILE NAME: DETAIL STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 2' X 3' ROAD & HIGHWAY 2 PIECE GRATE ASSEMBLY C905 DR A I N A G E D E T A I L S 46 7'-1" 6" 6" 2' 6" 6" 5' - 8 " M A X 3' - 0 " M I N 5' - 8 " M A X 3' - 0 " M I N 6" 6'-1"6" DATE DRAWN:3/3/05 D44.dwg T. COXDRAWN BY: DOUBLE CURB INLET CITY OF FORT COLLINS UTILITIES P.O. BOX 580, FORT COLLINS, CO. 80522 (970) 221-6700 STORMWATER UTILITY CAD FILE NAME: 3' AA B B A A DETAIL 602 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C906 DR A I N A G E D E T A I L S 47 700 30" SOLID COVER ASSEMBLY 701 15", 24" & 30" SOLID LOCKING COVER ASSEMBLY 705 15" DOME GRATE24" SOLID COVER ASSEMBLY703 15" SOLID COVER ASSEMBLY704 702 24" DOME GRATE Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C907 DR A I N A G E D E T A I L S 48 REV F7001-110-188DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY ( H-20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-4-06DATE EBCDRAWN BY 06-12-18 NMH 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.©2011 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - 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. 2 - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 3 - 36" DRAIN BASIN REQUIRES 36"X30" REDUCING CONE. REDUCING CONE REQUIRES MINIMUM 2.25FT FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" ROAD & HIGHWAY ASPHALT ABOVE CONCRETE SLAB 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY (H-20 LOAD) ASPHALT INSTALL DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALL DETAIL REV E7001-110-397DWG 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 06-12-18 NMH 8" - 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" 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" - 36"). 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" - 36" 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 REV E7001-110-042DWG 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 8 IN - 36 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 11-2-18 NMH DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T TSALPOLYN DUCTI L E IRON TSALPOL Y N DUCTI L E I RON DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X 2836AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN (2) INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN (3) VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 36" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 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 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS. ©2010 NYLOPLAST 803 801 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 8"-36" TYPICAL INSTALL802 800 18" DOME GRATE Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 ORIFICE OPENING (5.50" Ø, POND 1) PLATE CENTERED OVER PIPE OPENING IN WALL 12" Ø HOLES FOR 3 8" Ø EXPANSION BOLTS EMBEDDING 2" INTO CONCRETE WALL @ 6" O.C. MIN. 516" THICK GALVANIZED STEEL PLATE D D+4" D+4" ORIFICE INVERT SHALL MATCH PIPE INVERT 15" HDPEPOND 1 - D 901 OUTLET STRUCTURE 100-YEAR ORIFICE PLATE CAD FILE NAME: DETAILS DRAWN BY:T. COX D46.dwg OUTLET STRUCTURE 8/15/05DATE DRAWN: CC A A B B 3'-6"Ls1' 6" Ws 6" 6" VA R I E S VA R I E S 6" Ws / 2 Ws / 2 SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 2' - 6 " 6" Wo Wo Wo Wp 3" (TYP.) 1. 2 ' PLAN 6" 3" CL R . H 1 GENERAL NOTES SECTION D-D WATER QUALITY D D A A OPP. CLR. ABBREVIATIONS @ # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND WQINV. ELEV. 6" 6" Ls Ws DETAIL LAST DATE REVISED:4/7/11 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 902 OUTLET STRUCTURE 900 EMERGENCY OVERFLOW WEIR C908 DR A I N A G E D E T A I L S 49 POND 1 ELEV. A (FT)4944.07 ELEV. B (FT)4948.14 ELEV. C (FT)4949.14 D WQ (FT)1.20 LS (FT)4.00 WS (FT)4.00 WO (FT)0.50 HOLE DIA. (INCH)1 # ROWS 1 # COLUMNS 1 100-YR ORIFICE DIA (INCH)5.50 NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE MAXIMUM DEPTH OF THE POND. THE POST SHALL BE EMBEDDED PAINT. THE POST SHALL BE ONE FOOT TALLER THAN THE WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS FORT COLLINS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 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.) STRUCTURE ID STRUCTURE TYPE STRUCTURE SIZE FES 1A RCP FES 2 - 30" JBOX-1B CONCRETE JUNCTION BOX SEE DETAIL 502 STMH w/WEIR 1B-1 CONCRETE MANHOLE w/WEIR 5' INLET 1B-2 CURB INLET 5' TYPE R INLET 1B-3 CURB INLET COMBO DOUBLE INLET 1B-4 CURB INLET COMBO DOUBLE ADS BASIN 1B-2.1 DRAIN BASIN 15" DOME GRATE ADS BASIN 1B-2.2 DRAIN BASIN 15" DOME GRATE STMH 1C CONCRETE MANHOLE 5' STMH w/WEIR 1C-1 CONCRETE MANHOLE w/WEIR 5' INLET 1C-2 CURB INLET COMBO SINGLE STMH 1D CONCRETE MANHOLE 5' STMH 1E CONCRETE MANHOLE 5' STMH w/WEIR 1E-1 CONCRETE MANHOLE w/WEIR 6' STMH 1E-2 CONCRETE MANHOLE 5' ADS BASIN 1E-2.1 DRAIN BASIN 24" DOME GRATE STMH 1E-3 CONCRETE MANHOLE 5' INLET 1E-4 CURB INLET COMBO DOUBLE INLET 1E-5 CURB INLET COMBO DOUBLE JBOX-1FG CONCRETE JUNCTION BOX w/INLET & WQ WEIR SEE DETAIL 500 ADS BASIN 1G-1 DRAIN BASIN 15" SOLID COVER INLET 1G-2 AREA INLET 2'x3' TRAFFIC RATED GRATE w/18" BASIN ADS BASIN 1H CONCRETE MANHOLE w/WEIR 5' INLET 1I AREA INLET 2'x3' TRAFFIC RATED GRATE w/30" BASIN ADS BASIN 1J DRAIN BASIN 30" SOLID COVER ADS BASIN 1K DRAIN BASIN 24" SOLID COVER ADS BASIN 1K-1 DRAIN BASIN 15" DOME GRATE ADS BASIN 1L DRAIN BASIN 18" DOME GRATE FES 2A HDPE FES 24" INLET 2B CURB INLET 10' TYPE R INLET 2C CURB INLET 10' TYPE R POND OUTFALL 3A OUTFALL STRUCTURE SEE DETAIL 802 STMH 3B CONCRETE MANHOLE 4' 903 DETENTION POND DEPTH GAUGE 904 STRUCTURE & INLET SCHEDULE D WQ 905 CONCRETE MANHOLE WITH ADJUSTABLE WEIR VARIES** ADJUSTABLE WEIR - TYPICAL A A PLAN VIEW SECTION A-A - ADJUSTABLE WEIR NOT SHOWN FOR CLARITY VARIES** VARIES** VARIES** 4" TYP. "B" "C" VARIES** 3.5""E"3.5" "D" VARIES** ADJUSTABLE WEIR HDPE CONVEYANCE INLET PIPE HDPE CONVEYANCE OUTLET PIPE HDPE WATER QUALITY FLOW OUTLET PIPE 24" Ø CAST IRON FRAME AND COVER (TYP.) ADJUSTABLE WEIR HDPE CONVEYANCE OUTLET PIPE HDPE CONVEYANCE INLET PIPE LADDER RUNGS HDPE WATER QUALITY FLOW OUTLET PIPE 24" Ø CAST IRON FRAME AND COVER (TYP.) "A" (Ø MANHOLE I.D.) FLOOR EL. = "F" 5" WEIR CREST EL. = "G" WEIR WALL EL. = "H" VARIES** VARIES** CONCRETE MANHOLE WITH ADJUSTABLE WEIR SUMMARY STRUCTURE ID A B C D E F G H STMH w/WEIR 1E-1 72"6'6'-10"6'5.4'4946.17'4948.62'4949.17' STMH w/WEIR 1C-1 60"5'5'-10"5'4.4'4945.79'4949.59'4949.79' STMH w/WEIR 1B-1 60"5'5'-10"5'4.4'4945.38'4949.25'4949.38' 1000 CURB AND GUTTER Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 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 C909 SI T E D E T A I L S 50 6" 2"R.2" 6" 6" 12 " 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY DRAWINGS CONSTRUCTIONREVISION NO: 1 701 DRAWING Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16 " m a x . NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout REVISION NO: DATE: 08/07/00 STANDARD MANHOLE COVER DRAWINGS CONSTRUCTION STREET STANDARDS URBAN AREA LARIMER COUNTY DRAWING 1201 1004 STANDARD MANHOLE COVER 1005 SIGN POST 1001 STANDARD PAVEMENT MARKINGS Double Lines Normal Width Line 4" White 4" Yellow 4" Space 4" White Preferential lane symbol (6' X 4') for designated bikeways. White pavementmarking placed 65' (min) from the projected flowline and Pr o j e c t e d F l o w l i n e ( F L ) NO CROSSPAN Continental bars (9' X 1.5'): NO C R O S S P A N O R E X I S T I N G C R O S S P A N White Stop Bar (1.5' X Length) 30' Gaps 3:1 Ratio 10' Segments 4" White Broken Line ST A N D A R D NO S T O P B A R S P E C I F I E D STOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan. 1 2 3 CROSSWALK MARKINGS FL to stop bar 14.5' Projected 14.5' Stop Bar to FL 13 ' 9' 1.5' 6' Crosspan 4' 4' 4' NOTES: Continental crosswalk bars shall be placed centered on each lane line & in the center of each lane. (Lanes 5' wide or less shall not receive a bar centered in the lane.) Both outside Continental bars shall be centered on the curb & gutter when possible. If 6' crosspan exists, bars to match pan edge to 13' from projected FL. Exception: The downstream bike lane line shall terminate at the curb return. NOTE: All longitudinal (lane) striping shall terminate at the continental crosswalk bars when no stop bar exists. If a stop bar is specified, the striping shall terminate at the stop bar. REVISION NO: 1 DATE: 03/01/02 STANDARD PAVEMENT MARKINGS DRAWINGS CONSTRUCTION STREET STANDARDS URBAN AREA LARIMER COUNTY DRAWING 1403 65' (min) centered on bike lane. PRIVATE 18" OUTFALL VERTICAL CURB & GUTTER PRIVATE 18" INFLOW VERTICAL CURB & GUTTER1002 1003 7 3/8" (L)1 3/8" 17 " 6" 3 3/8" 14 " FL R 16" R 16" DR I V E - O V E R C U R B , G U T T E R A N D D E T A C H E D S I D E W A L K 31 " Se e D r a w i n g 1 6 0 1 10 3/4"(L) R 16" DR I V E - O V E R C U R B , G U T T E R A N D A T T A C H E D S I D E W A L K 18 " 18 " 3 3/8" 1 3/8" 6" R 16" FL 14 " 6" 17 " 1 1 / 2 " 5' ( L ) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Sl o p e t o c u r b 1 / 4 " / F t . 1' m i n . ( F . C . ) 48 : 1 m i n . 4: 1 m a x . Ex c a v a t i o n Fi l l 1' m i n . 2' m i n . 1/ 4 " / F t . CU R B & G U T T E R I N A C U T O R F I L L DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY DRAWINGS CONSTRUCTIONREVISION NO: 1 702 DRAWING 6" 3' - 9 " ( F . C . ) Fo r T h i c k n e s s 2' m i n . ( L ) 1006 CURB AND GUTTER/SIDEWALK 1007 TRENCH DETAIL 1100 TYPICAL BICYCLE LANE PAVEMENT MARKINGS 1104 ADA HANDICAP PARKING REQUIREMENTS 1102 ACCESS RAMPS - RESIDENTIAL LOCAL STREETS 1103 TRUNCATED DOME PANEL FOR ACCESS RAMPS 1101 FIRE ACCESS ROAD SIGNS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 20' 4" White Line 20' 4' 6' Flow Line Curb 2' REVISION NO: 1 DATE: 03/01/02 TYPICAL BICYCLE LANE PAVEMENT MARKINGS DRAWINGS CONSTRUCTION STREET STANDARDS URBAN AREA LARIMER COUNTY DRAWING 1406 VA N - AC C E S S I B L E PA R K I N G MI N . MI N . ON E I N E V E R Y EI G H T A C C E S S I B L E SP A C E S , B U T N O T LE S S T H A N O N E , SH A L L B E V A N AC C E S S I B L E . ON E S I G N PE R S P A C E RE Q U I R E D RE Q U I R E D PE R S P A C E ON E S I G N RE Q U I R E D PE R S P A C E ON E S I G N CA R A C C E S S I B L E VA N A C C E S S I B L E "U N I V E R S A L D E S I G N " CA R & V A N A C C E S S I B L E OR A " U N I V E R S A L " P A R K I N G S P A C E D E S I G N M A Y B E U S E D . TH I S D E S I G N I S U S E D T O A C C O M M O D A T E C A R & V A N AC C E S S I B L E P A R K I N G S P A C E S , W H I C H E L I M I N A T E S T H E NE E D F O R T W O S I G N T Y P E S . 8' 5' 8' 8' 8' 8' 11 ' 5' 11 ' 11 ' 5' RE S E R V E D RE S E R V E D PA R K I N G RE S E R V E D PA R K I N G R7 - 8 R7 - 8 R7 - 8 REVISION NO: 1 DATE: 03/01/02 HANDICAP PARKING REQUIREMENTS (AS PER "ADA") STREET STANDARDS URBAN AREA LARIMER COUNTY DRAWINGS CONSTRUCTION 1407 DRAWING FORT COLLINS ONLY No t e s : 1 . S e t r a m p s l o p e s u s i n g t h e c e n t e r o f t h e ra m p . 2 . T r u n c a t e d d o m e w a r n i n g p a n e l : I n s t a l l pa n e l s a l o n g w i t h t h e c o n c r e t e p o u r f o r t h e ra m p . S p e c i f i c a t i o n s f o r t h e p a n e l m a t e r i a l wi l l b e p r o v i d e d u p o n r e q u e s t . 3 . E a c h r a m p s h a l l a l i g n p e r p e n d i c u l a r t o t h e st r e e t i n w h i c h t h e r a m p i s p r o v i d e d t o cr o s s . 4 . R e f e r t o s t a n d a r d d r a w i n g 1 6 0 6 i n t h e La i m e r C o u n t y u r b a n a r e a s t r e e t s t a n d a r d s fo r o t h e r n e c e s s a r y c r i t e r i a n e e d e d t o co n s t r u c t t h e s e r a m p s t h a t i s n o t s p e c i f i e d on t h i s d r a w i n g . 5 . C o n s t r u c t t h e r a m p s a n d w a l k s o t h e c o r n e r ar e a a l l d r a i n s t o t h e s t r e e t . 6 . I f c u r b a n d g u t t e r a r e p o u r e d m o n o l i t h i c w i t h ra m p , p l a c e d o m e e d g e a t b a c k o f c u r b a s sh o w n . I f n o t p o u r e d m o n o l i t h i c , p l a c e do m e e d g e 6 " f r o m b a c k o f c u r b . PL A N V I E W NT S Ramp Fl a r e Gu t t e r Ra m p Ra m p Fl a r e Cu r b Cu r b Co n c . F l a r e Pa n e l s Pa n e l s Tr u n c a t e d d o m e pa n e l s : 1- 2 ' x 2 . 5 ' 1- 2 ' x 2 ' Tr u n c a t e d D o m e W a r n i n g De t e c t i o n P l a n L o c a t i o n s LE G E N D : BO C - B a c k o f c u r b ⅊ P r o p e r t y L i n e PT - P o i n t o f T a n g e n c y Flow line Se c t i o n A - A NT S 4' - 6 " 2' - 0 " 2' - 6 " 2' - 0 " t Varies Varies 4. 5 ' 6. 0 ' .5 ' 1. 5 ' 4. 5 ' 1. 5 ' 12 . 0 ' 12 . 0 ' 4. 5 ' .5 ' 6. 0 ' 4. 5 ' Lan d s c a p e d A r e a PT C u r b A A 6" C u r b (T Y P ) 0" C u r b Fu l l h e i g h t cu r b Tr u n c a t e d d o m e wa r n i n g d e t e c t i o n  ⅊ PT o f w a l k R1 5 . 0 ' ⅊ ⅊ & B O W 5' - 6 " B O C t o w a l k w / v e r t i c a l c u r b 5' - 7 " B O C t o w a l k w / d r i v e o v e r c u r b Co n c . S i d e w a l k Ar e a t o b e l a n d s c a p e d Co n c . w a l k Gu t t e r or Ap r o n Tr u n c a t e D o m e Wa r n i n g P a n e l 1: 1 2 M a x s l o p e 1: 2 0 Sl o p e PT o f c u r b re t u r n 6" Co n c . F l a r e 6" C u r b (T Y P ) See note 6 Cu r b Fl a r e Varies Cu r b Fl a r e Ra m p Cu r b Curb Fl a r e Ra m p Varies Pa n e l s Pa n e l s 6" Ra m p Wi d t h : 4. 5 ' 5. 0 ' 6. 0 ' 7. 0 ' 8. 0 ' No t e : Tr u n c a t e d d o m e p a n e l s a r e av a i l a b l e i n 2 ' x 2 ' s q u a r e s an d 2 ' x 2 . 5 ' r e c t a n g l e s . Co m b i n e t h e w i d t h s t o f i t th e r a m p . P a n e l s m a y b e cu t t o n o l e s s t h a n a 2 ' x 1 . 5 ' si z e . Pa n e l W i d t h Co m b i n a t i o n s : 2' + 2 . 5 ' 2. 5 ' + 2 . 5 ' 2' + 2 ' + 2 ' 2. 5 ' + 2 ' + 2 . 5 ' 2' + 2 ' + 2 ' + 2 ' No t e s : 1 . T r u n c a t e d d o m e w a r n i n g p a n e l : In s t a l l p a n e l s a l o n g w i t h t h e co n c r e t e p o u r f o r t h e r a m p . Sp e c i f i c a t i o n s f o r t h e p a n e l a n d in s t a l l a t i o n i n s t r u c t i o n s w i l l b e pr o v i d e d u p o n r e q u e s t . 2 . T h i s d r a w i n g s h o w s v e r t i c a l c u r b . Fo r D r i v e O v e r C u r b t h e w a r n i n g de t e c t i o n l o c a t i o n s h a l l b e p l a c e d i n th e s a m e p o s i t i o n 6 " b a c k f r o m t h e ba c k o f c u r b . 3 . I f c u r b a n d g u t t e r a r e p o u r e d mo n o l i t h i c w i t h r a m p , p l a c e d o m e ed g e a t b a c k o f c u r b a s s h o w n . I f no t p o u r e d m o n o l i t h i c , p l a c e d o m e ed g e 6 " f r o m b a c k o f c u r b . Ca s e 1 - D i r e c t i o n a l R a m p s Ca s e 2 - N o n - D i r e c t i o n a l R a m p s Varies Pa n e l s Ra m p Pa n e l s Fl a r e Cu r b Ca s e 3 - M i d - B l o c k R a m p s 6" Pa n e l s Pa n e l s Fl a r e 6" Fl a r e Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gu t t e r or Ap r o n ℄Ce n t e r l i n e o f r a m p BO C - B a c k o f C u r b FO C - F a c e o f C u r b -F l o w l i n e Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BO C BO C 1: 1 2 m a x s l o p e 1: 2 0 sl o p e Pa n e l s e m b e d d e d i n t h e co n c r e t e r a m p s Se c t i o n A - A ( C e n t e r l i n e o f r a m p ) NT S Flow line Curb and Gutter BOC See Note 3 NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. CONSTRUCTION FIRE ACCESS ROAD SIGNS LARIMER COUNTY URBAN AREA STREET STANDARDS DRAWINGS 1418 DRAWING DATE: 04/01/07 REVISION NO: 2 FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) C910 SI T E D E T A I L S 51 1105 PRIVATE ADA RAMP DETAILS CURB CUT1108 NOTES: ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE "GEOTECHNICAL ENGINEERING STUDY AND PAVEMENT THICKNESS DESIGN THE QUARRY MULTI-FAMILY DEVELOPMENT SOUTHEAST CORNER OF HOBBIT STREET AND SOUTH SHIELDS STREET FORT COLLINS, COLORADO" BY KUMAR & ASSOCIATES, INC., PROJECT NO. 20-1-671 DATED DECEMBER 23, 2020. 1.REFER TO PLANS BY RIPLEY DESIGN, INC. FOR ADDITIONAL HARDSCAPE INFORMATION. 2.CONCRETE JOINTING SHALL CONFORM TO CDOT DETAIL M-412-1 OR APPROVED EQUAL. 3.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 4" CONCRETE PRIVATE CONCRETE FLATWORK PAVEMENT SECTION 6" CONCRETE PUBLIC CONCRETE FLATWORK PAVEMENT SECTION CONCRETE FLATWORK SECTIONS VEHICULAR PAVING SECTIONS ASPHALT PAVEMENT SECTION 6" HOT BITUMINOUS PAVEMENT (S OR SX) ASPHALT PAVEMENT SECTION 7" HOT BITUMINOUS PAVEMENT (S OR SX) 6" APPROVED SUBGRADE 8" APPROVED SUBGRADE 4" HOT BITUMINOUS PAVEMENT (S OR SX) 6" HOT BITUMINOUS PAVEMENT (S OR SX) PAVING SECTIONS1106 6" CONCRETE MINIMUM PRIVATE CONCRETE PAVEMENT SECTION EQ . 1/2" 1/2" R0.08' Expansion joint filler, full depth 1'-0" #4 Rebar dowel with greased sleeve centered on joint, 30" O.C. Max spacing, maintain 12" spacing from edge of walk Temporary preformed cap, remove top of cap Concrete Paving (Refer to Civil Engineering Plans) BU I L D I N G F O U N D A T I O N FA C E O F B U I L D I N G 6" 6" EQ . SITE CONCRETE TO BUILDING TRANSITION1107 A 6' A 5' 12:1 (MAX) (MIN) 6' (MIN) ADA PARKING RAMP 12:1 (MAX) SECTION A-A 2% BA C K O F R A M P 6" (M I N ) 6" FL O W L I N E 2% SLOPE CONCRETE PEDESTRIAN CURB 6" MIN VARIES 2' x 5' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB 2' x 5' DETECTABLE WARNING SURFACE 6" SIDEWALK CURB GUTTER (M A X ) 2% 1" RADIUS 1/4" RADIUS 6" S 12 : 1 (M A X ) 2' x 6' DETECTABLE WARNING SURFACE CONCRETE PEDESTRIAN CURB SIDEWALK CURB GUTTER (M A X ) 2% 6' (M A X ) 2% D TAPER TO SIDEWALK ELEVATION (M A X ) 2% 5'X5' MINIMUM LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION DIRECTIONAL RAMP Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 STORMTECH DETAILS 1200 C911 ST O R M T E C H D E T A I L S 52 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 STORMTECH DETAILS 1300 C912 ST O R M T E C H D E T A I L S 53 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 STORMTECH DETAILS 1400 C913 ST O R M T E C H D E T A I L S 54 S S VAULT CABLE D X X X X X X X X X X X X X X D D D D X X X X X X X X X X X X X X G V.P. LID C.O. AC DD ALFREDO LOZANO 128 3RD STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 ODELL INVESTMENTS LLC 800 E LINCOLN AVE FLOW DIVIDE FOR OVERTOPPING CONDITION EX 15" GRATE INLET RIM: 4945.85 INV. OUT (S) (6" PVC): 4945.19 os2 h3 h4 os1 h5 h2 h1 H1 H5 OS1 H2 H3 H4 OS2 EXISTING TEMPORARY INFILTRATION/DETENTION POND EXISTING BIO-RETENTION TRENCH EXISTING DRAINAGE EASEMENT (REC. #20130033412) EXISTING DRAINAGE EASEMENT (REC. #2002077766) EXISTING DRAINAGE EASEMENT (REC. #19950074251) Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C1000 HI S T O R I C D R A I N A G E E X H I B I T 55 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 NORTH 4953 PROPOSED STORM SEWER EXISTING CONTOUR PROPERTY BOUNDARY A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BOUNDARY CROSS SECTION AA NOTES: 1.REFER TO THE FINAL DRAINAGE REPORT FOR TAPESTRY, DATED JANUARY 22, 2025 FOR ADDITIONAL INFORMATION A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTE: ACCORDING TO THE DRAINAGE REPORT FOR COLORADO IRON AND METALS; OFFSITE FLOWS FROM THE TAPESTRY SITE TO THE PROPOSED DETENTION AREA FOR COLORADO IRON AND METALS (EAST OF BASIN H3) DRAIN TO THE FLOW PATH AT ODELLS. DEVELOPED DRAINAGE SUMMARY Basin ID Design Point Total Area (acres)C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q100 (cfs) On-Site Basins H1 h1 0.31 0.27 0.34 10.99 10.99 0.18 0.80 H2 h2 2.99 0.33 0.41 12.78 12.78 1.98 8.63 H3 h3 5.37 0.18 0.23 12.78 12.78 1.99 8.68 H4 h4 1.23 0.14 0.17 12.14 12.14 0.35 1.54 H5 h5 1.23 0.10 0.13 10.42 10.15 0.27 1.19 Off-Site Basins OS1 os1 0.43 0.90 1.00 6.49 5.77 1.02 4.12 OS2 os2 0.42 0.48 0.60 9.29 8.30 0.46 2.09 Combined Basins H1 & H2 h1 & h2 3.30 0.32 0.40 12.78 12.78 2.15 9.37 S ELEC ELEC VAULT CABLE ELEC ELEC D CS W CS CS CS CS CS W W W W W W W W W W W W W W W W W FO FO G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W X X X X X X X X W W W W W W W W W W W W W W W W FO FO G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W X X X X X X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D X X X X X UD UD UD UD UD DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST X X D E E D E E NEW BELGIUM BREWING CO INC 902 BUCKINGHAM STREET ALFREDO LOZANO 128 3RD STREET G AND A INVESTMENTS LLC 903 BUCKINGHAM STREET / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DNDN DN DN DNDN DN DN DN DN DNDN X X D E E D E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / DETENTION POND TRACT A OUTLOT Z TRACT B LOT 1 ODELL INVESTMENTS LLC 800 E LINCOLN AVE EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20090031970 PRIVATE ACCESS & UTILITY EASEMENT REC. NO. 20100026776 UNDERGROUND CHAMBERS 2 UNDERGROUND CHAMBERS 1 UNDERGROUND CHAMBERS 3 SIDEWALK CULVERT PROPOSED DRAINAGE PAN PROPOSED DRAINAGE PAN INTERIM INFILTRATION/DETENTION POND EXISTING BIO-RETENTION TRENCH POTENTIAL FUTURE DETENTION POND EX 15" GRATE INLET RIM: 4945.85 INV. OUT (S) (6" PVC): 4945.19 TIE INTO EXISTING MANHOLE FULLY DEVELOPED 500-YR OVERFLOW PATH PROPOSED OVERFLOW WEIR UNDERGROUND CHAMBERS 4 STMH wWEIR 1E-1 INLET 1I INLET 1G-2 ADS BASIN 1K-1 INLET 1B-4 INLET 1B-3 STMH wWEIR 1B-1 STMH wWEIR 1C-1 INLET 1B-2 INLET 1C-2 INLET 1E-4 ADS BASIN 1L ADS BASIN 1B-2.1 ADS BASIN 1B-2.2 INLET 1E-5 ADS BASIN 1E-2.1 INLET 2C INLET 2B OUTLET STRUCTURE 3A EX. STMH 3C EX. FES 3C-1 0.21 ac. D5 0.21 ac. D4 0.23 ac. D2 0.89 ac. D3-A 0.56 ac. C2 0.05 ac. C3 0.09 ac. B3 1.09 ac. OD 0.73 ac. D1 0.43 ac. B4 0.50 ac. A1 0.57 ac. B1 0.34 ac. A2 0.57 ac. B2 0.36 ac. C4 1.21 ac. E1 1.14 ac. F1 1.02 ac. P 0.26 ac. G3 0.37 ac. G2 1.07 ac. G1 0.67 ac. C1 0.25 ac. C5 0.22 ac. D3-B 0.04 ac. C2.1 0.13 ac. D1.4 0.04 ac. D1.3 0.01 ac. D1.1 0.03 ac. D1.5 0.14 ac. D1.2 0.07 ac. D2.1 A B C D 1 1 JBOX-1FG INLET (DETAIL 500) STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1B SEE SHEET C701 STORM DRAIN 2 SEE SHEET C704 STORM DRAIN 3 SEE SHEET C704 STORM DRAIN 1E SEE SHEET C703 STORM DRAIN 1G SEE SHEET C703 STORM DRAIN 1 SEE SHEET C701 STORM DRAIN 1 SEE SHEET C700 STORM DRAIN 1C SEE SHEET C700 STORM DRAIN 1K SEE SHEET C701 BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET LOGAN STREET (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 2 ' R O W ) BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 1 GA R . 2 GAR. 3 JBOX-1FG WEIR FUTURE DETENTION POND TO TIE INTO PROPOSED STORM DRAIN. Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 C1001 DR A I N A G E E X H I B I T 56 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 NORTH PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL MAJOR EVENT DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE FINAL DRAINAGE REPORT FOR TAPESTRY, DATED JANUARY 22, 2025 FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION MINOR EVENT DRAINAGE BASIN BOUNDARY LID Site Summary - New Impervious Area Total Area of Current Development 446,672 ft2 Total New or Modified Impervious Area 254,872 ft2 75% Required Minimum Area to be Treated by LID 191,154 ft2 Total Impervious Area Treated by LID 192,872 ft2 Percent Impervious Treated by LID 75.67% POND SUMMARY TABLE Pond ID Tributar y Area (ac) Avg. Percent Imperviousnes s (%) Extended Detention WQCV (ac-ft) 100-Yr Detention Vol. (ac-ft) 100-Yr Detention WSEL (ft) Spillway Elevation (ft) Peak Release (cfs) Detention Pond 10.25 67 0.07 2.54 4,949.85 4,950.00 2.05 Interim Infiltration/Detention Pond 2.16 26 0.02 0.27 4,946.97 4,947.66 0.43 100-YR OVERTOPPING LOCATION A SWALE SECTIONS SWALE SUMMARY TABLE PERMANENT TURF REINFORCEMENT SCOUR STOP DEVELOPED DRAINAGE SUMMARY Basin ID Design Point Total Area (acres) C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q10 (cfs) Q100 (cfs) Proposed Basins A1 a1 0.50 0.77 0.96 5.00 5.00 1.09 1.87 4.77 A2 a2 0.34 0.79 0.99 5.00 5.00 0.78 1.32 3.38 B1 b1 0.57 0.91 1.00 5.00 5.00 1.47 2.52 5.67 B2 b2 0.57 0.84 1.00 5.00 5.00 1.36 2.33 5.66 B3 b3 0.09 0.30 0.38 9.72 8.85 0.06 0.11 0.29 B4 b4 0.43 0.93 1.00 5.00 5.00 1.16 1.98 4.32 C1 c1 0.67 0.75 0.94 5.00 5.00 1.45 2.48 6.33 C2 c2 0.56 0.91 1.00 5.00 5.00 1.45 2.48 5.53 C2 c2 0.56 0.91 1.00 5.00 5.00 1.45 2.48 5.53 C3 c3 0.05 0.30 0.37 5.11 5.00 0.04 0.08 0.19 C4 c4 0.36 0.76 0.95 5.00 5.00 0.78 1.33 3.38 C5 c5 0.25 0.68 0.85 5.00 5.00 0.48 0.83 2.11 D1 d1 0.73 0.89 1.00 5.00 5.00 1.85 3.15 7.22 D2 d2 0.23 0.90 1.00 5.00 5.00 0.59 1.01 2.30 D3-A d3-a 0.89 0.54 0.68 10.42 7.90 1.06 1.82 5.17 D3-B d3-b 0.22 0.33 0.42 8.60 7.67 0.17 0.30 0.79 D4 d4 0.21 0.78 0.98 5.00 5.00 0.47 0.81 2.07 D5 d5 0.21 0.75 0.94 5.00 5.00 0.44 0.75 1.92 E1 e1 1.21 0.77 0.96 6.16 5.00 2.48 4.24 11.57 F1 f1 1.14 0.21 0.26 12.17 12.17 0.49 0.84 2.16 G1 g1 1.07 0.22 0.28 10.86 10.86 0.51 0.88 2.24 G2 g2 0.37 0.22 0.27 5.63 5.33 0.22 0.38 1.01 G3 g3 0.26 0.23 0.29 8.20 7.65 0.15 0.25 0.65 OD od 1.09 0.55 0.69 9.77 7.59 1.35 2.30 6.41 P p 1.02 0.21 0.27 10.64 10.05 0.47 0.80 2.08 Future Development Basins F1 FUTURE f1 1.14 0.85 1.00 5.00 5.00 2.77 4.73 11.37 G1 FUTURE g1 1.07 0.76 0.94 7.25 5.00 2.03 3.48 10.04 G2 FUTURE g2 0.37 0.22 0.27 5.21 5.00 0.23 0.39 1.01 G3 FUTURE g3 0.26 0.23 0.29 8.20 7.65 0.15 0.25 0.65 Minor Storm Event Sub-Basins C2.1 c2.1 0.04 0.95 n/a 5.00 5.00 0.11 n/a n/a D1.1 d1.1 0.01 0.95 n/a 5.00 5.00 0.04 n/a n/a D1.2 d1.2 0.14 0.95 n/a 5.00 5.00 0.39 n/a n/a D1.3 d1.3 0.04 0.95 n/a 5.00 5.00 0.10 n/a n/a D1.4 d1.4 0.13 0.95 n/a 5.00 5.00 0.35 n/a n/a D1.5 d1.5 0.03 0.95 n/a 5.00 5.00 0.08 n/a n/a D2.1 d2.1 0.07 0.95 n/a 5.00 5.00 0.19 n/a n/a Combined Basins DETENTION POND p 10.25 0.72 0.90 10.99 7.62 16.07 27.45 79.54 INTERIM INFILTRATION POND od 2.16 0.39 0.48 10.86 10.86 1.81 3.09 7.88 FUTURE ODELL POND g2 2.79 0.55 0.69 10.86 8.59 3.35 5.73 15.85 WQCV p 3.35 0.61 0.76 9.39 7.70 4.70 8.03 21.95 UG1 ug1 1.92 0.83 1.00 5.00 5.00 4.56 7.78 19.06 UG2 ug2 1.64 0.80 0.99 5.00 5.00 3.72 6.35 16.23 UG3 ug3 0.73 0.89 1.00 5.00 5.00 1.85 3.15 7.22 UG4 ug4 1.76 0.62 0.77 10.53 7.66 2.35 4.02 11.64 Combined Basins Minor Storm Event UG1*ug1*1.87 0.83 n/a 5.00 N/A 4.42 n/a n/a UG2*ug2*1.68 0.80 n/a 5.00 N/A 3.83 n/a n/a UG3*ug3*0.97 0.91 n/a 5.00 N/A 2.50 n/a n/a UG4*ug4*1.53 0.56 n/a 11.48 N/A 1.84 n/a n/a Undetained Basins G2, G3 g2, g3 0.64 0.22 0.28 11.36 11.36 0.30 0.51 1.31 VAULT CABLE VAULT F.O. ELEC VAULT F.O. ELEC D CS W CS CS CS HYD CS CS W W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E X X X X X X X D E E E D E E BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET SF SF SF SF SF SF SF SF OPTION 1 OPTION 1 OPTION 1 OPTION 2 OPTION 2 OPTION 2 LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD SF SF SF SF SF SF SF SF SF SF C2000 CO N T R O L P L A N IN I T I A L E R O S I O N 57 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE RAIN GARDEN SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE TOWN'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 19.SEE C2006 FOR CITY OF FORT COLLINS STANDARD EROSION CONTROL NOTES. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Tapestry 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 Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete 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 Riprap Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C2000 CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 12.08 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.13 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.95 ACRES TOTAL STORAGE/STAGING AREA N/A ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~38%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 14-18 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF EXPORTED (-) MATERIALS 117k CUB. YD. TOTAL VOLUME OF IMPORTED (+) MATERIALS 39k CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET **SPECIAL NOTE: SEE EXISTING CONDITIONS AND DEMOLITION PLAN FOR ALL REMOVALS INTERIOR TO THE PROPERTY. IMPERVIOUS SURFACES TO BE REMOVED ON 3RD STREET AND BUCKINGHAM ST ARE SHOWN HEREON IN BOLD. EXISTING CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: SILT FENCE ROCK SOCK 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 TAPESTRY, DATED JANUARY 22, 2025 BY EPS GROUP FOR ADDITIONAL INFORMATION. 6.NO DEVELOPMENT ACCESS OR CONSTRUCTION ACCESS ONTO PINE HILL DRIVE UNTIL ACCEPTABLE ROADWAY IMPROVEMENTS AND MAINTENANCE PLAN ARE IN PLACE. GENERAL NOTES: CONCRETE WASH AREA LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF Project Datum: NAVD88 Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Benchmark R-402 Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.18' Basis of Bearings The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470. STABILIZED STAGING AREA LIMITS OF DISTURBANCE LOD EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR OVERLAND SLOPE ARROW DIRECT SLOPE ARROW / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DNDN DN DN DNDN DN DN DN DN DNDN X X D E E E D E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / VAULT CABLE ELEC ELEC D CS W CS CS CS CS CS W W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E X X X X X X X D E E E D E E 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W T T T T G G G G G G G G G G G E G G G G G G G G G G G G G G G G G G G G G G G G G G E S S S S ELEC METERS EL E C M E T E R S EL E C M E T E R S ELEC METERS EL E C M E T E R S EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S GA S M E T E R S GAS METERS GA S M E T E R S GA S M E T E R S GAS METERS E E G G G G G E E E E E E E E E E E E E E E E E E E E EEEEEEEE E E E E E E E E E E E E FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E S SS S E E E E E E E E W F F WW F F W F W FW UD UD E E E E E E E UD UD UD DUCTILE IRON NYLOPLAST T W DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST W F BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET LOGAN STREET (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 3 ' R O W ) SF SF SF SF SF SF SF SF BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 1 GA R . 2 GAR. 3 OPTION 1 OPTION 1 OPTION 1 OPTION 2 OPTION 2 OPTION 2 LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD SF SF SF SF SF SF SF SF SF SF DETENTION POND STORMTECH 1 STORMTECH 2 STORMTECH 3 STORMTECH 4 EMERGENCY SPILLWAY C2001 CO N T O R L P L A N IN T E R M E D I A T E E R O S I O N 58 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE RAIN GARDEN SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE TOWN'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 19.SEE C2006 FOR CITY OF FORT COLLINS STANDARD EROSION CONTROL NOTES. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Tapestry 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 Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete 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 Riprap Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C2000 CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 12.08 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.13 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.95 ACRES TOTAL STORAGE/STAGING AREA N/A ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~38%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 14-18 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF EXPORTED (-) MATERIALS 117k CUB. YD. TOTAL VOLUME OF IMPORTED (+) MATERIALS 39k CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: SILT FENCE ROCK SOCK 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 TAPESTRY, DATED JANUARY 22, 2025 BY EPS GROUP FOR ADDITIONAL INFORMATION. 6.NO DEVELOPMENT ACCESS OR CONSTRUCTION ACCESS ONTO PINE HILL DRIVE UNTIL ACCEPTABLE ROADWAY IMPROVEMENTS AND MAINTENANCE PLAN ARE IN PLACE. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF Project Datum: NAVD88 Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Benchmark R-402 Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.18' Basis of Bearings The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470. PERMANENT TURF REINFORCEMENT MAT OUTLET PROTECTION SCOUR STOP EROSION CONTROL BLANKET STABILIZED STAGING AREA LIMITS OF DISTURBANCE LOD OVERLAND SLOPE ARROW DIRECT SLOPE ARROW / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / DN DN DNDN DN DN DNDN DN DN DN DN DNDN X X D E E E D E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / VAULT CABLE ELEC ELEC D CS W CS CS CS CS CS W W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X W W W W W W W W W W W W W W E G G G G G G G G G G G G G GWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W E E E E E E E E X X X AC ACACAC ACAC ELEC BRKR ELEC BRKR ELEC BRKRELEC BRKR D D ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR ELEC BRKR HYD D E E X X X X X X X D E E E D E E 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W T T T T G G G G G G G G G G G E G G G G G G G G G G G G G G G G G G G G G G G G G G E S S S S ELEC METERS EL E C M E T E R S EL E C M E T E R S ELEC METERS EL E C M E T E R S EL E C M E T E R S EL E C M E T E R S GA S M E T E R S GA S M E T E R S GA S M E T E R S GAS METERS GA S M E T E R S GA S M E T E R S GAS METERS E E G G G G G E E E E E E E E E E E E E E E E E E E E EEEEEEEE E E E E E E E E E E E E FOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E S SS S E E E E E E E E W F F WW F F W F W FW UD UD E E E E E E E UD UD UD DUCTILE IRON NYLOPLAST T W DUCTILE IRON NYLOPLAST DUCTILE IRON NYLOPLAST W F BUCKINGHAM STREET 3R D S T R E E T (E X . 6 0 ' R O W ) LOGAN STREET LOGAN STREET (PRP. 63' ROW) 4T H S T R E E T (P R P . 6 3 ' R O W ) BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 4 GAR. 1 GA R . 2 GAR. 3 LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD DETENTION POND STORMTECH 1 STORMTECH 2 STORMTECH 3 STORMTECH 4 EMERGENCY SPILLWAY C2002 CO N T R O L P L A N FI N A L E R O S I O N 59 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING TO THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE RAIN GARDEN SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 11.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 12.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 13.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE TOWN'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: Tapestry 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 Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete 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 Riprap Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 DN DN DNDN DN DN DNDN DN DN DN DN DNDN KEYMAP VAULTCABLE 4T H S T R E E T LOGAN AVENUE 3R D S T R E E T BUCKINGHAM STREET C2000 CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 12.08 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 11.13 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.95 ACRES TOTAL STORAGE/STAGING AREA N/A ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~38%DENSITY EXISTING SOIL TYPE C APPROX. GROUNDWATER DEPTH 14-18 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF EXPORTED (-) MATERIALS 117k CUB. YD. TOTAL VOLUME OF IMPORTED (+) MATERIALS 39k CUB. YD. TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A FEET PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY BENCHMARK/BASIS OF BEARING: 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 TAPESTRY, DATED JANUARY 22, 2025 BY EPS GROUP FOR ADDITIONAL INFORMATION. 6.NO DEVELOPMENT ACCESS OR CONSTRUCTION ACCESS ONTO PINE HILL DRIVE UNTIL ACCEPTABLE ROADWAY IMPROVEMENTS AND MAINTENANCE PLAN ARE IN PLACE. GENERAL NOTES: LEGEND: Project Datum: NAVD88 Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St. Elevation: 4967.33 Benchmark R-402 Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock. Elevation: 4942.21 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.18' Basis of Bearings The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470. PERMANENT TURF REINFORCEMENT MAT SCOUR STOP LANDSCAPING PER LANDSCAPE PLANS BY RVI LIMITS OF DISTURBANCE LOD OVERLAND SLOPE ARROW DIRECT SLOPE ARROW EROSION CONTROL SEED MIX CITY OF FORT COLLINS UPLAND MIX SEED DETENTION BASIN SEED C2003 DE T A I L S ER O S I O N C O N T R O L 60 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 VEHICLE CONTROL TRACKING PAD000 C2003 VTC CONCRETE WASHOUT AREA CWA 003 C2003 STABILIZED STAGING AREA ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES ROCK SOCK001 C2003 004 C2003 Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D " 6 " TO P S O I L "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6 " TO P S O I L 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 1 2 " MI N . STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3'1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT --100% * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL MAX.70% NOT TO SCALE EROSION CONTROL BLANKET002 C2003 TURF REINFORCEMENT MAT - SCOUR STOP 006 SCOUR STOP TURF REINFORCEMENT MAT SCHEDULE 005 C2003 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRAN S I T I O N M A T S SOI L C O V E R A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. SS SEEDING TO OCCUR PRIOR TO INSTALLATION Stabilized Staging Area (SSA)SM-6 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA-3 Storm Line/Swale Pipe Diameter Velocity (fps) Transition Mat W x L 1 2 - 30"7.61 12'x20' 2 24"7.44 8'x8' C2004 DE T A I L S ER O S I O N C O N T R O L 61 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 SILT FENCE WATTLE INSTALLATION TOP BACK CURB STORM WATER LINE WEIGHTED WATTLE AT 45 DEG. TO CURB FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A"WATTLE "B" 1'2' TYP. 1'1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET FLOW LINE SEDIMENT DEPOSITION ZONE LIP OF GUTTER 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: 10.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. 11.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. 12.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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heet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 NOT TO SCALE AA PLAN VIEW SECTION A-A 2:1 WQCV OUTLET PROTECTION NOT TO SCALE AA PLAN VIEW SECTION A-A 2:1 WQCV 006 C2004 007 C2004 008 C2004 009 C2004 C2005 DE T A I L S ER O S I O N C O N T R O L 62 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 Drawing Not To Scale Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. A B C A B C CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices Load Bearing Plate Tendon Anchor Head (Load-Locked Position) Em b e d m e n t (A s D e s i g n e d ) NOTES: * The performance of ground anchoring devices is highly dependent on numerous site/project specific variables. It is the sole responsibility of the project engineer and/or contractor to select the appropriate anchor type and length. Anchoring shall be selected to hold the mat in intimate contact with the soil subgrade and resist pullout in accordance with the project's design intent. * Anchor Pattern Guide can vary based on earth anchor and blanket selection. * If desired, the system can be soil-filled and sodded after TRM installation. Sod should be staples/staked according to plan specifications. Earth Anchor Detail Sheet 2 of 2. 2"-5" (5-12.5cm) 3.3' (1m) 6' (1.8m) 3' (0.9m) 4' (1.2m) 1.6' (0.5m) 2' (0.6m) 0.7 Anchors per SQ.YD. (0.8 Anchors per SQ. M.) A B C D 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 6' (1.8m) 3.3' (1m) 3.3' (1m) 3' (0.9m) 3.3' (1m) 3.3' (1m)1.6' (0.5m) 3' (0.9m) 1.5'(0.45m) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 2"-5" (5-12.5cm) 1.15 Anchors per SQ.YD. (1.35 Anchors per SQ. M.) 1.7 Anchors per SQ.YD. (2.0 Anchors per SQ. M.) 2.3 Anchors per SQ.YD. (2.7 Anchors per SQ. M.) St e e p S l o p e s Sh a l l o w S l o p e s Channel & Shoreline Slopes 2:1 3:1 1.6' (0.5m) 0.7 Anchors/SQ.YD.(0.8 Anchors/SQ. M.) 1.15 A n c h o r s / S Q . Y D . ( 1 . 3 5 A n c h o r s / S Q . M . ) 1.7 A n c h o r s / S Q . Y D . ( 2 . 0 A n c h o r s / S Q . M . ) 2.3 A n c h o r s / S Q . Y D . ( 2 . 7 A n c h o r s / S Q . M . ) 1:1 Drawn on: 03-07-11 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-722-2040 www.nagreen.com SLOPE INSTALLATION EARTH ANCHOR (EA) DETAIL *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the HP-TRMs. 1.Prepare soil before installing high-performance turf reinforcement mats (HP-TRMs), including any necessary application of lime, fertilizer, and seed. 2.Begin at the top of the slope by anchoring the HP-TRMs in a 6” (15 cm) deep x 6” (15cm) wide trench with approximately 12” (30 cm) of HP-TRMs extended beyond the up-slope portion of the trench. Anchor the HP-TRMs with a row of staples and anchors approximately 12” (30 cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to compacted soil and fold remaining 12” (30 cm) portion of HP-TRMs back over seed and compacted soil. Secure HP-TRMs over compacted soil with a row of staples/stakes spaced approximately 12" (30 cm) apart across the width of the HP-TRMs. 3.Roll the HP-TRMs (A) down or (B) horizontally across the slope. HP-TRMs will unroll with appropriate side against the soil surface. All HP-TRMs 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 HP-TRMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the HP-TRM type. 5.Consecutive HP-TRMs 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 HP-TRM width. TURF REINFORCEMENT MAT (1 of 3)011 C2005 TURF REINFORCEMENT MAT (3 of 3)013 C2005 TURF REINFORCEMENT MAT (2 of 3)012 C2005 C2006 NO T E S ER O S I O N C O N T R O L 63 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R Sheet TA P E S T R Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 63 FO R T C O L L I N S | G R E E L E Y | M E S A | G O O D Y E A R | T U C S O N | N O R T H P H O E N I X | F O R T W O R T H no r t h e r n e n g i n e e r i n g . c o m 97 0 . 2 2 1 . 4 1 5 8 CONSTRUCTION NOTES A. Erosion Control Notes 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 limitsshall 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. 34.34) 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. 38.38) 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. 50.50) All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working 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 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 does not 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. 59.For additional information see separate Stormwater Management Plan / Erosion Control Report for Tapestry.