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HomeMy WebLinkAboutNORTH COLLEGE DRIVE THRU - PDP - PDP160014 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSN. COLLEGE AVE. W. WILLOX LANE E. WILLOX LANE BRISTLECONE DR. CONIFER ST. HICKORY ST. APRIL 2016 CONTACT INFORMATION PROJECT TEAM: I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=2000' PROJECT DATUM: NAVD88 City of Fort Collins benchmark 1-10 Northwest corner of College Ave. and Willox Lane on the southwest corner of a storm inlet. Elevation = 4984.08 City of Fort Collins benchmark 1-00 On a catch basin at the southeast corner of Vine Drive and College Avenue Elevation = 4968.74 IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 + 3.17' Basis of Bearings The Basis of Bearings is based on the East Section Line of Section 2, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado which bears South 00°38'02" West Northern Engineering Services, Inc NE Project No. 565-001 Date: March 11, 2010 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, LLC EEC Project No. 1162019 Date: March 22, 2016 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET GENERAL & CONSTRUCTION NOTES CS1 CS2 EX1 EXISTING CONDITIONS & DEMOLITION PLAN PRELIMINARY UTILITY PLANS FOR LOCATED IN THE NORTHEAST QUARTER OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic 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 North College Drive-Thru dated April 13, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. E G E V.P. V.P. W ELEC C.O. C.O. H Y D WV D D S S G W S V.P. OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E E E E E E E E E E E E E E E E E E G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X X X X 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST \A1;60' HALF ROW \A1;55' HALF-ROW CONCRETE PAD TO BE REMOVED E G E V.P. V.P. W ELEC C.O. C.O. H Y D D D S S G W S OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S W EV EXISTING OVERHEAD ELECTRIC C.O. D D X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SIDEWALK NORTH COLLEGE AVE. SCHRADER P.U.D. \A1;EXISTING 18" RCP 8' DETACHED WALK EXISTING 8' DETACHED WALK \A1;55.0' HALF-ROW 7' UTILITY EASEMENT \A1;60' HALF-ROW 24' EMERGENCY ACCESS & ACCESS EASEMENT 24' EMERGENCY ACCESS & ACCESS EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE ROW LINE LOT 2 LOT 1 EXISTING BUILDING LOT LINE FFE=84.25 SIDEWALK PRIVATE DRIVE 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's below. Call before you dig. R GRAPHIC SCALE: LEGEND: EXISTING INLET GRATE EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP ST EXISTING STORM SEWER LINE D D EV os1 N S 2' CONCRETE VALLEY PAN 8' SIDEWALK NORTH COLLEGE AVE. SCHRADER P.U.D. FFE = 84.25 EXISTING 5' CONCRETE VALLEY PAN LOT 2 NORTH COLLEGE MOBILE HOME PARK NORTH COLLEGE MOBILE HOME PARK \A1;EXISTING 30" RCP acres N1 0.62 0.21 0.78 acres S1 0.80 0.17 1.00 acres S2 0.60 0.16 0.76 acres N2 0.95 0.06 1.00 acres OS2 0.33 0.02 0.41 acres OS1 0.25 0.05 0.31 acres S3 0.73 0.04 0.92 os2 LOT 1 PRIVATE DRIVE RAIN GARDEN 1 RAIN GARDEN 2 UNDERGROUND POND S (SC-310) UNDERGROUND D D V.P. C S C S 8' SIDEWALK NORTH COLLEGE AVE. SCHRADER P.U.D. EXISTING 6' CONCRETE CROSS PAN EXISTING 5' CONCRETE VALLEY PAN LOT 2 NORTH COLLEGE MOBILE HOME PARK NORTH COLLEGE MOBILE HOME PARK \A1;EXISTING 30" RCP acres EX1 0.25 0.69 0.31 LOT 1 EX1 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's below. Call before you dig. R GRAPHIC SCALE: LEGEND: EXISTING INLET GRATE EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP ST EXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT acres A2 0.25 0.08 0.31 a3 4950 4950 4:1 79.45 SLOPE PROPOSED OVERLAND FLOW DIRECTION CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET DRAINAGE BASIN PROPOSED CONTOUR PROPOSED FLOWLINE ELEVATION PROPOSED RIPRAP EXISTING CONTOUR DRAINAGE BASIN AREA DESIGN POINT DRAINAGE BASIN ID DRAINAGE BASIN MINOR/MAJOR COEFF. EXISTING OVERLAND FLOW DIRECTION PROPOSED OUTFALL CURB/GUTTER FLOWLINE RUNOFF SUMMARY TABLE: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1.REFER TO THE "FINAL DRAINAGE & EROSION CONTROL REPORT FOR THE NORTH COLLEGE TACO JOHN'S" BY NORTHERN ENGINEERING, DATED OCTOBER 2010 FOR ADDITIONAL INFORMATION. NOTES: BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) EX1 0.075 0.25 0.31 7.9 7.4 0.05 0.21 ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com DR2 HISTORIC DRAINAGE EXHIBIT C. Snowdon C. Snowdon 1"=10' POND S (SC-310) UNDERGROUND POND S (SC-310) UNDERGROUND POND N (SC-160) 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's below. Call before you dig. R GRAPHIC SCALE: LEGEND: EXISTING INLET GRATE EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP ST EXISTING STORM SEWER LINE EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT acres A2 0.25 0.08 0.31 a3 4950 4950 4:1 79.45 SLOPE PROPOSED OVERLAND FLOW DIRECTION CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET DRAINAGE BASIN PROPOSED CONTOUR PROPOSED FLOWLINE ELEVATION PROPOSED RIPRAP EXISTING CONTOUR DRAINAGE BASIN AREA DESIGN POINT DRAINAGE BASIN ID DRAINAGE BASIN MINOR/MAJOR COEFF. EXISTING OVERLAND FLOW DIRECTION PROPOSED OUTFALL CURB/GUTTER FLOWLINE RUNOFF SUMMARY TABLE: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 1.REFER TO THE "FINAL DRAINAGE & EROSION CONTROL REPORT FOR THE NORTH COLLEGE TACO JOHN'S" BY NORTHERN ENGINEERING, DATED OCTOBER 2010 FOR ADDITIONAL INFORMATION. NOTES: DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) N N1 0.212 0.62 0.78 5.7 5.0 0.36 1.64 S S1 0.166 0.80 1.00 5.0 5.0 0.38 1.65 S S2 0.155 0.60 0.76 5.0 5.0 0.27 1.16 N N2 0.062 0.95 1.00 5.0 5.0 0.17 0.61 S S3 0.035 0.73 0.92 5.0 5.0 0.07 0.32 os1 OS1 0.047 0.25 0.31 8.3 7.7 0.03 0.13 os2 OS2 0.018 0.33 0.41 5.0 5.0 0.02 0.07 ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com DR1 DRAINAGE EXHIBIT C. Snowdon C. Snowdon 1"=10' EXISTING CURB/GUTTER FLOWLINE EXISTING EDGE OF ASPHALT 4950 4950 4:1 79.45 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED INFLOW CURB/GUTTER FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR PROPOSED FLOWLINE ELEVATION PROPOSED RIPRAP EXISTING CONTOUR 79.45 PROPOSED FINISH GROUND ELEVATION (79.45) EXISTING GROUND ELEVATION PROPOSED OUTFALL CURB/GUTTER FLOWLINE BENCHMARK/BASIS OF BEARING NOTES: 1.TOP OF FOUNDATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 2.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. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION. 6.PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 2.0% ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com G1 GRADING PLAN C. Snowdon C. Snowdon 1"=10' PROJECT DATUM: {NAVD88} CITY OF FORT COLLINS BENCHMARK 1-10 NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET. ELEVATION = 4984.08 CITY OF FORT COLLINS BENCHMARK 1-00 ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE AVENUE ELEVATION = 4968.74 IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = {NAVD88} + 3.17' { BASIS OF BEARINGS }THE BASIS OF BEARINGS IS BASED ON THE EAST SECTION LINE OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO WHICH BEARS SOUTH 00°38'02" WEST \A1;EXISTING FIRE HYDRANT STORM INLET GRATE=4980.02 INV E=4977.87 (15" RCP) EXISTING 8' DETACHED WALK EXISTING 8' DETACHED WALK 7' UTILITY \A1;55' HALF-ROW EASEMENT 33' \A1;60' HALF-ROW 29' DRIVEWAY DRIVEWAY EASEMENT 10' UTIL. EASEMENT 24' DRIVEWAY EASEMENT 24' EMERGENCY ACCESS & ACCESS EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY LINE RIGHT-OF-WAY LINE LOT 2 LOT 1 NORTH COLLEGE AVE. SCHRADER P.U.D. CONNECT TO EXISTING WATER SERVICE W/ 1" (SEE NOTE 6) EXISTING VERTICAL CURB & GUTTER LOT LINE EXISTING 1" WATER SERVICES LOCATED PRIOR TO N. COLLEGE AVE. IMPROVEMENTS. (SEE NOTE 6) MONITORING WELL UN2-1 INV. OUT=4979.91 (N) FG=4983.26 MONITORING WELL UN2-2 INV. OUT=4980.13 (E) FG=4983.97 WATER QUALITY WEIR N3 INV. IN=4980.12 (SE) INV. IN=4979.94 (W) INV. IN=4979.94 (S) INV. OUT=4979.94 (N) FG=4983.01 INLET N3-2 INV. OUT=4980.18 (N) FG=4982.74 WATER QUALITY WEIR N3-2V1 INV. IN=4980.17 (W) INV. OUT=4980.17 (N) FG=4983.11 CONNECT TO EXIST S1 INV. IN=4978.43 (W) INV. OUT=4978.43 (E) FG=4983.89 OUTLET STRUCTURE S2 INV. IN=4978.45 (SW) INV. IN=4978.45 (W) INV. IN=4978.45 (N) INV. OUT=4978.45 (E) FG=4983.79 MONITORING WELL US2-1 INV. OUT=4978.46 (E) FG=4983.27 MONITORING WELL US2-7 INV. OUT=4978.73 (E) FG=4982.32 MONITORING WELL US2-9 INV. OUT=4978.68 (E) FG=4981.40 JUNCTION S7-1 INV. OUT=4978.90 (W) FG=4981.95 WATER QUALITY WEIR S9 INV. IN=4978.81 (N) INV. IN=4978.81 (SW) INV. OUT=4978.81 (SE) FG=4982.34 INLET S9-2 INV. IN=4978.87 (SE) INV. OUT=4978.87 (E) FG=4982.22 INLET S9-3 INV. OUT=4978.96 (NW) FG=4981.05 MONITORING WELL US2-2 INV. OUT=4978.48 (S) MONITORING WELL US2-3 FG=4983.57 INV. OUT=4978.77 (E) FG=4982.55 MONITORING WELL US2-4 INV. OUT=4978.99 (S) FG=4983.46 7.75 LF 4" PVC @ 0.20% 12.19 LF 4" PVC @ 0.20% 145.42 LF 4" PVC @ 0.20% 103.19 LF 6" PVC @ 0.20% JUNCTION US2-5 INV. OUT=4978.47 (NE) FG=4983.12 JUNCTION US2-8 INV. OUT=4978.48 (SE) FG=4983.16 3.25 LF 6" PVC @ 0.20% 116.61 LF 4" PVC @ 0.20% 14.68 LF 4" PVC @ 0.16% 109.00 LF 4" PVC @ 0.20% OUTLET STRUCTURE N2 INV. IN=4979.89 (S) INV. IN=4979.89 (S) INV. OUT=4979.89 (E) FG=4984.60 CONNECT TO EXISTING N1 INV. IN=4979.87 (W) INV. OUT=4979.87 (E) FG=4984.67 EXISTING 12" PVC TO BE LOWERED 24.70 LF 12" PVC @ 0.20% EXISTING CURB INLET EXISTING STORM LINE END VAULT S5 INV. OUT=4978.74 (E) FG=4982.29 BEGIN VAULT S4 INV. OUT=4978.51 (E) FG=4982.61 JUNCTION US2-6 INV. IN=4978.50 (W) INV. OUT=4978.50 (NE) FG=4982.73 BEGIN VAULT S2-2 INV. OUT=4978.50 (E) FG=4983.70 GAS SERVICE (TYP.) GAS METER EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND FIBER-OPTICS CONNECT TO EXISTING WATER SERVICE W/ 1" TO 3 4" REDUCER (SEE NOTE 6) EXISTING STORM LINE 1" DOMESTIC WATER SERVICE 3 4" IRRIGATION SERVICE 6" SANITARY SEWER SERVICE ELECTRIC TRANSFORMER ELECTRIC METER ELECTRIC SERVICE ANTICIPATED ROOF LEADER PROPOSED ELECTRIC VAULT BEGIN VAULT N3-2V2 INV. OUT=4980.18 (E) FG=4983.11 END VAULT N3-2V3 INV. OUT=4980.31 (E) FG=4983.44 END VAULT N5 INV. OUT=4980.16 (E) FG=4983.74 BEGIN VAULT N4 INV. OUT=4979.94 (E) FG=4983.07 END VAULT S2-3 INV. OUT=4978.77 (E) FG=4982.72 BEGIN VAULT S10 INV. OUT=4978.82 (S) FG=4982.38 END VAULT S11 INV. OUT=4979.05 (S) FG=4983.33 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's below. Call before you dig. R GRAPHIC SCALE: LEGEND: S EXISTING SANITARY MH EXISTING INLET GRATE G EXISTING GAS METER C S EXISTING H2O CURB STOP CONTROL IRR EXISTING IRR. CONTROL VAULT ELEC EXISTING ELECTRIC MH W S O EXISTING H2O SPIGOT E EXISTING ELECTRIC METER EXISTING IRR BACKFLOW PREVENT EXISTING POWER POLE VAULT ELEC EXISTING ELECTRIC VAULT C EXISTING CABLE PEDESTAL W EXISTING H2O METER TELE EXISTING TELEPHONE MH EXISTING LIGHT POLE H Y D EXISTING FIRE HYDRANT TRAFFIC VAULT EXISTING TRAFFIC VAULT FO EXISTING BURIED FIBER-OPTICS E EXISTING BURIED ELECTRIC G EXISTING BURIED GAS W EXISTING WATER LINE T EXISTING BURIED TELEPHONE SS EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE OHE EXISTING OVERHEAD ELECTRIC PROPOSED WATER SERVICE LINE PROPOSED SANITARY SERVICE LINE PROPOSED STORM SEWER LINE W/ INLET S W GENERAL 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 CONSTRUCTION}, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION. 3.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 4.ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700). 6.PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS, WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS. SPECIAL ATTENTION SHALL BE PAID TO ALL PROPOSED UTILITY CROSSINGS. IT IS RECOMMENDED THAT THE CONTRACTOR POTHOLE SAID CROSSINGS PRIOR TO ORDERING MATERIAL. REFER TO GENERAL NOTE #9 ON SHEET CS2 IF A CONFLICT ARISES AND/OR A DESIGN MODIFICATION IS DESIRED. 7.SEE SHEET ST1 FOR STORM DRAIN PLAN AND PROFILE INFORMATION. C.O. EXISTING CLEANOUT PROPOSED DOWNSPOUT ( IN FEET ) 10 0 10 20 30 1 INCH = 10 FEET NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com U1 UTILITY PLAN C. Snowdon C. Snowdon 1"=10' CONCRETE PAD TO BE REMOVED OVERHEAD WOOD FENCE ELECTRIC TO REMAIN WOOD FENCE TO REMAIN CHAIN LINK FENCE TO BE REMOVED \A1;FIRE HYDRANT WOOD WALL TO BE REMOVED CURB & GUTTER TO BE REMOVED 1-STORY BUILDING 1-STORY BUILDING 1-STORY BUILDING WATER SERVICE & CURB STOP TO REMAIN FOR IRRIGATION WATER SERVICE & CURB STOP TO BE RELOCATED ABANDONED GAS METER - PIPE ONLY TO BE REMOVED EAST LINE OF SECTION 2-7-69 NORTH COLLEGE AVE. SCHRADER P.U.D. SEE LANDSCAPE PLAN FOR MITIGATION OF TREES STORM INLET RIM=4980.02 INV E=4977.87 (15" RCP) EXISTING LOT LINE AREA OF ASPHALT TO BE REMOVED (HATCHED) APPROXIMATE LOCATION OF SANITARY SEWER SERVICE TO BE ABANDONED AT THE MAIN. CONTRACTOR TO VERIFY. NORTH COLLEGE MOBILE HOME PARK NORTH COLLEGE MOBILE HOME PARK DECIDUOUS TREE TO BE PROTECTED (SEE NOTES 8-16 TYPICAL) DECIDUOUS TREE TO BE REMOVED DECIDUOUS TREE TO BE REMOVED \A1;FIBER-OPTICS LINE \A1;GAS LINE STORM MH RIM=4983.98 INV IN=4981.26 (W) INV IN=4982.90 (E) INV IN=4979.33 (N) INV OUT=4979.29 (S) 6" PVC STORM LINE STORM INLET GRATE 4983.75 INV OUT=4980.05 (E) TO BE REMOVED STORM INLET RIM=4984.18 INV IN=4979.82 (W) INV OUT=4979.59 (E) 24.70 LF 12" PVC @ 0.93% TO BE LOWERED 8.71 LF 18" RCP 30" RCP STORM LINE STORM INLET GRATE=4983.30 INV OUT=4978.43 (E) TO BE REMOVED 12" PVC 7' UTILITY EASEMENT REC. NO. 20140026532 13' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20140026532 CONCRETE SIDEWALK AND DRIVE TO BE REMOVED 30" RCP STORM LINE UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTICS APPROXIMATE LOCATION OF SANITARY SEWER SERVICE TO BE ABANDONED AT THE MAIN. CONTRACTOR TO VERIFY. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R GRAPHIC SCALE: LEGEND: FOUND SECTION CORNER S SANITARY MH FOUND CORNER INLET GRATE C CLEANOUT POST V.P. VERTICAL PIPE G GAS METER DECID. TREE C S H2O CURB STOP CONTROL IRR IRR. CONTROL VAULT ELEC ELECTRIC MH W S O H2O SPIGOT E ELECTRIC METER CONIF. TREE TO BE REMOVED IRR BACKFLOW PREVENT POWER POLE ELEC VAULT ELECTRIC VAULT C CABLE PEDESTAL SIGN W H2O METER TELE TELEPHONE MH LIGHT POLE H Y D FIRE HYDRANT TRAFFIC VAULT TRAFFIC VAULT STUMP SET #4 REBAR w/CAP, LS14823 BURIED FIBER-OPTICS BURIED ELECTRIC BURIED GAS WATER LINE BURIED TELEPHONE EDGE OF ASPHALT CURB/GUTTER FLOWLINE MAJOR CONTOUR MINOR CONTOUR SANITARY SEWER LINE STORM SEWER LINE OVERHEAD ELECTRIC BENCHMARK/BASIS OF BEARING: PROJECT DATUM: {NAVD88} CITY OF FORT COLLINS BENCHMARK 1-10 NORTHWEST CORNER OF COLLEGE AVE. AND WILLOX LANE ON THE SOUTHWEST CORNER OF A STORM INLET. ELEVATION = 4984.08 CITY OF FORT COLLINS BENCHMARK 1-00 ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE AVENUE ELEVATION = 4968.74 IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = {NAVD88} + 3.17' { BASIS OF BEARINGS }THE BASIS OF BEARINGS IS BASED ON THE EAST SECTION LINE OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO WHICH BEARS SOUTH 00°38'02" WEST 4950 4949 ASPHALT TO BE REMOVED C.O. EXISTING CLEANOUT NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 6.EXISTING TREES MARKED FOR PROTECTION AND PRESERVATION SHALL NOT BE REMOVED. 7.HEAVY EQUIPMENT SHOULD NOT BE ALLOWED TO COMPACT OVER THE ROOT ZONE OF EXISTING TREES. 8.AVOID CUTTING SURFACE ROOTS WHENEVER POSSIBLE, SIDEWALKS AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID DAMAGE. 9.ROOT CUTS FROM EXCAVATION SHOULD BE DONE RAPIDLY, SMOOTH FLUSH CUTS SHOULD BE MADE, BACKFILL BEFORE THE ROOTS HAVE A CHANCE TO DRY OUT AND WATER THE TREE IMMEDIATELY. 10.PRIOR TO CONSTRUCTION, ALL PROTECTED TREES SHALL HAVE A ORANGE PROTECTIONS BARRIER FENCING ERECTED, WHICH AS A MINIMUM ARE SUPPORTED BY 1" X 1" OR SIMILAR STURDY STOCK, FOR SHIELDING OF PROTECTED TREES, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ON HALF ({}) OF THE DRIP LINE, WHICH EVER IS GREATER, WITHIN THIS PROTECTION ZONE THERE SHALL BE NO MOVEMENT OF EQUIPMENT OR STORAGE OF EQUIPMENT, MATERIALS, DEBRIS, FILL OR CUT UNLESS APPROVED BY THE CITY FORESTER. 11.ALL EXISTING TREES SHALL BE PRUNED TO THE CITY FORESTER'S "MEDIUM PRUNED STANDARDS." 12.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 13.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE OR DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE, WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 14.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 15.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATION FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAYS AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN NOT (5) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POSTS STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING A RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE STUMP TO BE REMOVED DECID. TREE TO BE REMOVED CONIF. TREE ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CONCRETE TO BE REMOVED EX1 DEMOLITION PLAN EXISTING CONDITIONS AND C. Snowdon C. Snowdon 1"=20' 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 City of Fort Collins benchmark 1-10 Northwest corner of College Ave. and Willox Lane on the southwest corner of a storm inlet. Elevation = 4984.08 City of Fort Collins benchmark 1-00 On a catch basin at the southeast corner of Vine Drive and College Avenue Elevation = 4968.74 IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 + 3.17' Basis of Bearings The Basis of Bearings is based on the East Section Line of Section 2, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado which bears South 00°38'02" West 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: N.A. 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. 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. 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 North College Drive-Thru dated April 13, 2016 by Northern Engineering Services, Inc., 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 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 box and tracer wire test lid per City Water Detail 25. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS2 NOTES GENERAL & CONSTRUCTION N.A. N.A. N.A. NORTH COLLEGE DRIVE THRU 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's below. Call before you dig. R 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----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Justin Fields (970) 224-6150 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 STORMWATER- City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418 SUBSURFACE UTILITY LOCATES** SiteWise, LLC Jason Ackerley 7000 N. Broadway Building 3, Suite 306 Denver, CO 80221 (303) 650-8680 Chad A. Hirshfield PO BOX 102291 Denver, Colorado 80250 (303) 472-7847 DEVELOPER/APPLICANT U1 UTILITY PLAN G1 GRADING PLAN DR1 DRAINAGE EXHIBIT City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 04.13.16 PROJECT: 1249-001 Sheet Of 6 Sheets NORTH COLLEGE DRIVE THRU These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 04.13.16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS1 COVER SHEET C. Snowdon C. Snowdon N.A. Additional Field Survey: NE Project No. 1249-001 Date: January 19, 2016 Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN SITE ENGINEER SURVEYOR LANDSCAPE ARCHITECT Ripley Design Inc. Stephanie Van Dyken, PLA, APA 401 West Mountain Avenue Fort Collins, Colorado 80521 (970) 224-5828 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Earth Engineering Company, Inc. David Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC & TRANSPORTATION ENGINEERING GEOTECHNICAL ENGINEER TRAFFIC ENGINEER DR2 HISTORIC DRAINAGE EXHIBIT