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Home My WebLink AboutBUCKING HORSE SECOND FILING - FDP - FDP120018 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT RD. TIMBERLINE ROAD DRAKE ROAD SCARECROW RD BLACKBIRD DRIVE BEAR MOUNTAIN DRIVE RIVERSIDE AVE. NANCY GRAY AVE. KATAHDIN DR. GREAT WESTERN RAILROAD LOCAL RESIDENTIAL (53' ROW) 53' ROW 7' PARKING 7' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 15' {}30' -{}-{} 15' -{} 16' TRAVEL MINOR COLLECTOR STREET (76' ROW) 76' ROW 8' PARKING 9' UTILITY ESMT. 9' UTILITY ESMT. 25' {}50' -{}-{} 25' -{} 11' TRAVEL 11' TRAVEL 8' PARKING 6' BIKE LN. 6' BIKE LN. MILES HOUSE AVENUE NANCY GRAY AVENUE PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY CS1 COVER SHEET A. Reese N. Whitcomb N/A OCTOBER, 2012 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Russell + Mills Studios Craig Russell, RLA, ASLA CS2 GENERAL & CONSTRUCTION NOTES A. Reese N.Whitcomb N/A 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W STOCKPILE X X X X WV CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SS SS SS SS SS SS SS SS SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X X X C O CO CO CO E E X S S S S S SS SS S EXISTING 76' ROW MILES HOUSE AVENUE GREAT WESTERN RAILROAD PROSPECT INDUSTRIAL PARK PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY SHARP POINT DRIVE EX 80' ROW KEYMAP DRAKE ROAD TIMBERLINE ROAD EX2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" 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 X X X X G G G G C O CO CO CO CO E E E E E E E E E E E E E E E S S S S SS SS SS SS SS SS SS SS W 24" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C O E S S S S S S S S 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS S S S EXISTING X X X X X X X X X X X X X X X E E E E E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W STOCKPILE WV BUCKING HORSE LANE NANCY GRAY AVENUE SIDEHILL-FILING ONE CARGILL INC. LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 6 BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT H OUTLOT A FUTURE APARTMENTS TRACT F G1 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: 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 NANCY GRAY AVENUE PALOMINO COURT MILES HOUSE AVENUE GREAT WESTERN RAILROAD BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 7 PROSPECT INDUSTRIAL PARK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT B FUTURE CITY PARK OUTLOT A FUTURE APARTMENTS TRACT A STORM DRAIN 9 SEE SHEET ST5 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 4 SEE SHEET ST2 G2 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. X X PALOMINO DRIVE NANCY GRAY AVENUE CARGILL INC. BLOCK 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 11 LOT 12 LOT 13 BLOCK 2 LOT 12 LOT 13 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A FUTURE APARTMENTS TRACT F STORM DRAIN 3 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 8 SEE SHEET ST5 G3 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: X X X X X X X X X X PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY MILES HOUSE AVENUE BLOCK 3 LOT 1 LOT 2 LOT 5 LOT 6 LOT 7 BLOCK 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 3 BLOCK 4 FFE=88.73 5' DRAINAGE EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE EASEMENT TRACT B X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GREAT WESTERN RAILROAD PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITIES FFE=88.73 TRACT B FUTURE CITY PARK TRACT C WORKING FARM TRACT D EXISTING DETENTION POND 215 STORM DRAIN 5 SEE SHEET ST3 G5 GRADING PLAN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WALKALOOSA WAY PALOMINO DRIVE CARGILL INC. BLOCK 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GREAT WESTERN RAILROAD ENVIRONMENTAL DRIVE 57' ROW AGGREGATE INDUSTRIES EXISTING 20' UTILITY EASEMENT EXISTING 10' WATER EASEMENT EXISTING 15' SANITARY EASEMENT OUTLOT B HORSE STABLE & RIDING AREA TRACT D EXISTING DETENTION POND 215 WATER / WASTE WATER TREATMENT FACILITIES 36' {}-{} G8 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W 24" W 24" W 24" W 24" W 24" W 24" W W W W W W W W W W W W W W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W X BM X X X X X X X X X X X X X X G W WV V CO CO CO CO CO CO CO CO CO CO CO CO CO CO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W WV CO CO CO CO CO CO CO CO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S CO S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X X CO CO CO CO CO CO CO CO CO CO X X X X E E E E E X X S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X CO CO CO CO CO CO CO CO CO CO S S S S S S S S S SS SS SS S S S S S S S S S S S S S W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X CO CO CO CO CO CO S S S S S S SS SS SS S S S S S S S S S S S S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRACT B FUTURE CITY PARK TRACT C WORKING FARM GREAT WESTERN RAILROAD PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITIES AGGREGATE INDUSTRIES TRACT D EXISTING DETENTION POND 215 STORM DRAIN 5 SEE SHEET ST3 U5 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 W W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W W W W W 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 X X X X X X X X E E E E E E E E E E E E 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W X X CO CO CO E E E E E E E E E E E S S S S S S 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS S X X X X X X X X X X X X X X X 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS S S GREAT WESTERN RAILROAD OUTLOT B HORSE STABLE & RIDING AREA ENVIRONMENTAL DRIVE 57' ROW AGGREGATE INDUSTRIES TRACT D EXISTING DETENTION POND 215 EXISTING 20' UTILITY EASEMENT EXISTING 10' WATER EASEMENT EXISTING 15' SANITARY EASEMENT 36' {}-{} U8 W S W S S S S S S S S S S S W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W WV CO CO CO CO CO CO SS SS SS S S S S S S CO SS S SS SS SS SS SS S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W S W W W W S S S W W UD SS SS SS SS SS SS SS SS SS SS CO CO S S SS SANITARY LINE C-2 SEE SHEET SS3 PALOMINO DRIVE BLOCK 3 LOT 1 LOT 7 BLOCK 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 S S S S S S S S S S S S W W W W W W W W W W W W W S SS SS SS CO S PALOMINO DRIVE BLOCK 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 WALKALOOSA WAY SSMH C2-1 STA 13+03.42 N: 16286.83 E: 12893.48 SSMH C2 STA 10+00.00 N: 16502.09 E: 12679.64 E: 13049.26 SANITARY LINE C SEE SHEET SS2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4865 4870 4875 4880 4885 4890 4895 4900 4905 4910 4865 4870 4875 4880 4885 4890 4895 4900 4905 4910 21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 PROPOSED 24" STORM STA.=15+84.31 INV.= 4884.77 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W 4895 4900 4905 4910 4915 4920 4925 4930 4935 4940 4895 4900 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 13+50 S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 11+00 10+00 9+00 X X X X X X X X E E X X FES 1-1 STA 10+50.57 N: 17067.77 E: 12903.25 FES 1 STA 10+00.00 N: 17090.55 E: 12948.40 BLOCK 1 LOT 3 LOT 4 GREAT WESTERN RAILROAD OUTLOT D NANCY GRAY AVENUE STORM DRAIN 9 SEE SHEET ST? SS SS SS SS SS SS SS CO CO CO S S S SS SS 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 15+00 14+00 13+00 12+00 11+00 10+00 9+00 15" SAN. STA.=14+21.95 INV.= 4879.43 W W S SS SS SS SS SS SS SS SS X X X X X CO CO S S LOT 6 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 INLET 4-1 STA 13+97.25 N: 16516.56 INLET 4-2 E: 13009.78 STA 14+47.25 N: 16478.46 E: 12977.40 FES 4 STA 10+00.00 N: 16819.23 E: 13267.06 MILES HOUSE AVENUE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 15" SAN. STA.=13+93.54 INV.= 4877.86 8" SAN. STA.=17+36.32 INV.= 4879.91 S S S S S S S S W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4865 4870 4875 4880 4885 4890 4895 4900 4905 4910 4865 4870 4875 4880 4885 4890 4895 4900 4905 4910 12+00 11+00 10+00 9+00 15" SAN. STA.=10+96.50 INV.= 4876.36 SS SS SS SS SS SS SS SS 24" W 24" W 24" W 24" W 12" W 12" W 12" W CO E E E S S 27" SS 27" SS 27" SS 18" SS 18" SS 18" SS S S S W W SANITARY LINE D SEE SHEET SS4 LOT 7 LOT 13 INLET 6-1 STA 10+68.76 N: 15503.65 E: 13717.62 INLET 6-2 STA 11+18.76 N: 15497.33 E: 13668.02 FES 6 STA 10+00.00 N: 15495.22 S S W W SS SS SS SS SS SS SS SS SS CO CO CSO S S NANCY GRAY AVENUE LOT 2 LOT 3 LOT 4 LOT 5 BLOCK 2 FES 8-1 STA 10+77.43 N: 16471.39 E: 12356.94 FES 8 STA 10+00.00 N: 16548.15 E: 12346.79 STORM DRAIN 3 SEE SHEET ST1 SANITARY LINE C SEE SHEET SS2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 12+00 11+00 10+00 9+00 S W W X X X X UD UD UD UD UD UD UD UD UD UD UD UD UD X X X X X X X X BLOCK 2 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 OFFICE COMPLEX OFFICE BUILDING 1 TRACT F CO VW-1 STA 10+73.01 N: 16261.16 E: 12205.48 CO VW-2 STA 13+64.78 N: 16033.96 E: 12388.54 CO VW-3 STA 16+59.00 N: 15833.54 E: 12603.94 FES VW STA 10+00.00 N: 16333.44 E: 12215.75 STORM DRAIN 7 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST3 PALOMINO DRIVE 4885 4890 4895 4900 4905 4910 4915 4920 4925 4930 4885 4890 4895 50' {}-{} 76' ROW 5' SIDEWALK 5' SIDEWALK LOT 1 LOT 7 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 4 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE EASEMENT TRACT A TRACT B FUTURE CITY PARK TRACT D ∆ ∆ MILES HOUSE AVENUE PALOMINO COURT (SEE SHEET R9) PALOMINO DRIVE (SEE SHEET R7) NANCY GRAY AVENUE (SEE SHEET R6) NANCY GRAY AVENUE (SEE SHEET R5) STORM DRAIN 2 SEE SHEET ST1 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 STA.=10+63.42 INV.= 4886.70 STA.=14+93.12 INV.= 4885.02 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4875 4880 4885 4890 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 50' 76' {}ROW -{} 5' SIDEWALK 5' SIDEWALK LOT 6 BLOCK 4 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 TRACT C WORKING FARM TRACT B FUTURE CITY PARK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE EASEMENT TRACT G ∆ MILES HOUSE AVENUE STORM DRAIN 5 SEE SHEET ST3 4875 4880 4885 4890 4895 4875 4880 4885 50' {}-{} 76' ROW 5' SIDEWALK 5' SIDEWALK LOT 7 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT D EXISTING DETENTION POND 215 SIGHT DISTANCE EASEMENT TRACT F ∆ DRAKE ROAD MILES HOUSE AVENUE WALKALOOSA WAY (SEE SHEET R11) STORM DRAIN 6 SEE SHEET ST4 LOT 12 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 25+00 26+00 27+00 28+00 29+00 30+00 STA.=27+29.03 INV.= 4881.45 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 25+00 26+00 27+00 28+00 29+00 30+00 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 25+00 26+00 27+00 28+00 29+00 30+00 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 50' {}-{} NANCY GRAY AVENUE 76' ROW 5' SIDEWALK 5' SIDEWALK LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 6 25' {}-{} 25' {}-{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT H OUTLOT A TRACT F 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU MILES HOUSE AVENUE (SEE SHEET R1) NANCY GRAY AVENUE NANCY GRAY AVENUE 76' 50' ROW {}-{} 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK LOT 1 BLOCK 2 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A LOT 1 STORM DRAIN 3 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 STA.=20+75.00 INV.= 4889.34 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 4885 4890 4895 4900 4905 4885 4890 4895 4900 4905 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+50 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU X X X X X X X X X E E E E E X X D NANCY GRAY AVENUE 5' SIDEWALK 5' SIDEWALK GREAT WESTERN RAILROAD LOT 2 LOT 3 OUTLOT A TRACT D EX. 50' 80' {}ROW -{} 50' {}-{} 76' ROW SHARP POINT DRIVE (BY OTHERS) STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 9 SEE SHEET ST5 PROSPECT INDUSTRIAL PARK PROSPECT INDUSTRIAL PARK 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 4875 4880 4885 WALKALOOSA WAY (SEE SHEET R10) PALOMINO DRIVE MILES HOUSE AVENUE (SEE SHEET R1) PALOMINO COURT (SEE SHEET R9) 30' 53' {}ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK BLOCK 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 1 LOT 13 LOT 1 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PALOMINO DRIVE 30' 53' {}ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK LOT 8 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 19+00 20+00 21+00 22+00 23+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 19+00 20+00 21+00 22+00 23+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 19+00 20+00 21+00 22+00 23+00 WALKALOOSA WAY (SEE SHEET R10) PALOMINO DRIVE WALKALOOSA WAY (SEE SHEET R11) 30' {53' }ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK LOT 13 LOT 14 LOT 15 LOT 16 LOT 7 LOT 8 LOT 7 LOT 8 LOT 9 BLOCK 3 LOT 9 9' UTILITY EASEMENT 9' UTILITY EASEMENT NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU MILES HOUSE AVENUE (SEE SHEET R1) PALOMINO DRIVE (SEE SHEET R7) PALOMINO COURT 30' 53' {}ROW -{} LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT A TRACT D 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+50 10+00 11+00 12+00 13+00 14+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+50 10+00 11+00 12+00 13+00 14+00 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+50 10+00 11+00 12+00 13+00 14+00 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. WALKALOOSA WAY PALOMINO DRIVE (SEE SHEET R7) PALOMINO DRIVE (SEE SHEET R8) 30' 53' {}ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 3 9' UTILITY EASEMENT 9' UTILITY EASEMENT ∆ 4880 4885 4890 4895 4900 4880 4885 4890 4895 4900 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 NORTH ( IN FEET ) MILES HOUSE AVENUE (SEE SHEET R3) WALKALOOSA WAY 30' 53' {}ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK LOT 16 LOT 4 LOT 6 LOT 7 LOT 9 LOT 10 LOT 11 LOT 12 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE EASEMENT TRACT F TRACT G ∆ STORM DRAIN 6 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST3 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 STA.=19+07.81 INV.= 4884.63 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 NORTH MILES HOUSE AVENUE NANCY GRAY AVENUE 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 50' CROWN TRANSITION MILES HOUSE AVENUE PALOMINO DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK PALOMINO COURT 50' CROWN TRANSITION 50' CROWN TRANSITION PALOMINO DRIVE WALKALOOSA WAY 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 60' CROWN TRANSITION MILES HOUSE AVENUE WALKALOOSA WAY 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 50' CROWN TRANSITION WALKALOOSA WAY PALOMINO DRIVE 4.5' SIDEWALK 4.5' SIDEWALK 4.5' SIDEWALK 60' CROWN TRANSITION E E E E E E 27" SS 27" SS 27" SS 18" SS 18" SS 18" SS S DRAKE ROAD MILES HOUSE AVENUE KEYMAP DRAKE ROAD TIMBERLINE ROAD NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: NANCY GRAY AVENUE 5' SIDEWALK 5' SIDEWALK PALOMINO COURT NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R R13 INTERSECTION DETAILS A. Reese A. Reese 1"=20' G INTERSECTION DETAIL R13 H INTERSECTION DETAIL R13 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) 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 X X X X X X X X X X X X X X X 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 X X X X X X X X X X SPEED LIMIT R2-1 35 S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" S T 0 P R1-1 36"x36" MILES HOUSE AVENUE WALKALOOSA WAY PALOMINO DRIVE PALOMINO COURT NANCY GRAY AVENUE NANCY GRAY AVENUE SPEED SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W CO CO CO CO CO CO CO CO CO SS SS SS SS SS SS S S S S S S S S CO S SS SS SS SS 1 1 1 1 2 NANCY GRAY AVENUE SS SS SS SS SS SS SS SS SS X X X X X CO CO NANCY GRAY AVENUE PALOMINO COURT PALOMINO DRIVE MILES HOUSE AVENUE 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 TAGNUMBER X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MILES HOUSE AVENUE APPALOOSA WAY DRAKE ROAD 1 1 1 1 1 1 2 1 1 No. Revisions: By: Date: REVIEWED BY: X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TRACT E HORSE AREA OFFICE COMPLEX OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT F HORSE STABLE CARGILL INC. 20' 24' DRIVE 10' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 4908 4912 4916 4920 4908 4912 4916 4920 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+50 4908 4912 4916 4920 4908 4912 4916 4920 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 4908 4912 4916 4920 4908 4912 4916 4920 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 4904 4908 4912 4916 4904 4908 4912 4916 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 4904 4908 4912 4916 4904 4908 4912 4916 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 D1 UTILITY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 100 D1 BEDDING REQUIREMENTS STANDARD MANHOLE {D = RE: STRUCTURAL} {TOP WAT/FIRE = {12" MIN.RE: } PLAN} 5' (TYP.) SEE NOTE 1 NOTES: {SS INV = RE: PLAN} {5.5' MIN.} {FF ELEV = RE: PLAN} ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 IN. MIN. SLOPE 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 18 IN. TO 30 IN. 60 IN. OVER 30 INCHES 72 IN. MIN. MANHOLE D2 UTILITY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 107 D2 WATER MAIN BEDDING REQUIREMENTS 108 STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION WATER MAIN LOWERING D2 109 D2 113 D2 TYPICAL WATER SERVICE NOT TO SCALE 110 D2 NOT TO SCALE 112 D2 STEEL CASING NOT TO SCALE 111 D2 WATER MAIN LOWERING GRAVITY BLOCKS BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW INITIAL 12 IN. LIFT MIN. PIPE O.D. 4 IN. MIN. GRANULAR MATERIAL D3 UTILITY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 118 D3 NOT TO SCALE SPRINKLER SYSTEM DETAIL NOT TO SCALE 114 D3 115 D3 TAP CONNECTION FOR CATHODICALLY PROTECTED MAIN 119 D3 STANDARD INTERIOR SETTING FOR 3/4" & 1" WATER METERS NOT TO SCALE 116 D3 STANDARD EXTERIOR SETTING FOR 3/4" & 1" WATER METERS NOT TO SCALE 117 D3 STANDARD SETTING FOR 11 2" & 2" WATER METERS NOT TO SCALE 6" CONNECTION D4 UTILITY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 121 PVC WATER MAIN TRACER WIRE DETAIL D4 WATER MAIN SEAT VALVE RESILIENT CAST IRON VALVE BOX CAST IRON PER CITY OF FORT COLLINS AND AWWA SPECS. ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE TO BE TAR COATED BEFORE WRAPPED. THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS. VALVE BOX W\CAST IRON LID MARKED "WATER" ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT UNEXCAVATED A EARTH SECTION A-A ASPHALT A HAND BACKFILL AND IN TAMP 3" LAYERS OPERATING NUT BACKFILL IN 6" LAYERS AND D5 DRAINAGE DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 200 D5 STORMWATER BEDDING REQUIREMENTS 201 STANDARD MANHOLE CHANNELING DETAILS FOR MANHOLES D5 202 D5 NOT TO SCALE 203 FLARED END SECTION TRASH RACK D5 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: CONCRETE END SECTIONS 01/31/01 D-15 NBJ E {DIA.} {D} {A} C B E E E D6 DRAINAGE DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 206 SOFT INFILTRATION PAN DETAIL D6 NOT TO SCALE 207 SINGLE COMBINATION INLET D6 IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 4'6" 6" 2' 6" N.T.S. 6" 5'-8" MAX D7 ROADWAY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 300 D7 CURB AND GUTTER 301 CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH (TYPES I & II) STANDARD DRIVEWAY APPROACH (HIGH VOLUME) D7 302 D7 303 D7 NOT TO SCALE 304 STREET INTERSECTION CROSSPAN D7 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" D8 ROADWAY DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 306 D8 SIGN POST Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45� from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb REVISION NO: 1 D9 PRIVATE SITE DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R NOT TO SCALE 403 D9 PRIVATE SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" DETACHED SIDEWALK DETAIL Variable Slope sidewalk to curb 1/4" per foot. 2' min. 4" THICK 4" THICK 1'-6" 1 1/2" 6" 1" BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) HIGH (HP) POINT 7 TO 9 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR (MINIMUM) 2% SLOPE (MINIMUM) 1% OR 2% SLOPE CURB FLOW LINE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) HIGH (HP) POINT 1% SLOPE OR (MINIMUM) 2% 1% SLOPE OR (MINIMUM) 2% BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D F UD UD UD UD GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY A A ENVIRONMENTAL DRIVE FUTURE CITY PARK HORSE AREA OFFICE COMPLEX WORKING FARM EXISTING DETENTION POND 215 BUCKING HORSE FILING ONE X STOCKPILE X X X X X X X X X X X X X X SF SF SF SF SF SF SF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD W D IP IP IP IP X STOCKPILE X X X X X X X X X X X X X X SF SF SF SF SF SF SF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD V TC ST ST ST SF X STOCKPILE X X X X X X X X X X X X X X SF SF SF SF SF SF SF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD W D IP IP IP IP X STOCKPILE X X X X X X X X X X X X X X SF SF SF SF SF SF SF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD W D IP IP IP IP X STOCKPILE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD RP RP RP FUTURE CITY PARK HORSE AREA WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE 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 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. Call before you dig. R SWMP6 EROSION CONTROL DETAILS STORMWATER MANAGEMENT PLAN A. Reese A. Reese NTS COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {PREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {SILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. 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 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. Call before you dig. R SWMP7 EROSION CONTROL DETAILS STORMWATER MANAGEMENT PLAN A. Reese A. Reese NTS VEHICLE CONTROL TRACKING PAD NOT TO SCALE MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %SECTION A-A A A %PLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %SECTION B-B %PLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER 2' 3' 4' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION NOT TO SCALE IP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK %PLAN% CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" 2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA NOT TO SCALE CWA 005 SWMP7 006 SWMP7 008 SWMP7 NOT TO SCALE PLANTED RIPRAP INSTALLATION TYPE H TYPE M TYPE L TYPE VL 2-10 35-50 70-50-100 70 TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. ** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED. 50 6 2 9 12 6** 35-50 2-10 50-70 70-100 9 3 12 15 9** 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 VL(d = 6IN.), L(d = 9 IN.) M(d = 12 IN.) H(d = 18 IN.) TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 4 6 6 6 6 8 8 50 50 50 50 TYPE II 50 SEE TABLE III 2' 2d 50 2d SEE TABLE III 50 TYPE II BEDDING RIPRAP FLARED END SECTION (TYP.) GRANULAR BEDDING RIPRAP TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL} RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. 12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC RIPRAP {FILTER FABRIC PLACEMENT AND LAP DETAIL} {LAP DETAIL} FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75% RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. FINISHED GRADE DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOID FROM FINISHED SURFACE TO NATIVE SOIL. D 50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL REQUIRE ADJUSTMENT OF FIRST LIFT 41D 0" MIN 6" MAX 3" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE NOTE 3 BELOW. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP. FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON PLANNING PLANS. 4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP. {TYPICAL PLANTED RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE GEOTEXTILES - SECTION 712. FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {PLANTED RIPRAP NOTES:} 1. 2. 3. {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN 009 SWMP7 RIPRAP SCHEDULE NOT TO SCALE 010 SWMP7 RIPRAP SCHEDULE RIPRAP/ STORM LOCATION PIPE DIAMETER (IN) RIPRAP TYPE RIPRAP LENGTH (FT) RIPRAP WIDTH (FT) RIPRAP DEPTH (FT) Storm Drain 1 36 Type M 30.00 9.00 2.0 Storm Drain 2 36 Type M 15.00 9.00 2.0 Storm Drain 3 24 Type M 12.00 6.00 2.0 Storm Drain 4 36 Type M 9.00 9.00 2.0 Storm Drain 5 36 Type M 9.00 9.00 2.0 Storm Drain 6 30 Type M 6.00 6.00 2.0 Storm Drain 7 15 Type M 4.00 4.00 2.0 NOTE: ALL RIPRAP SHALL BE PLANTED, PER DETAIL 006, THIS SHEET No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SEDIMENT TRAP & SEDIMENT BASIN NOT TO SCALE 007 SWMP7 2:1 MAX. FLOW TRANSITION EXISTING POND INTO SEDIMENT TRAP 2:1 MAX. 2:1 MAX. 2:1 MAX. 0.8' MIN. 1.6' 0.MIN. 2' MIN. 1' MIN. 3.2' 1.6' B B 2:1 MAX. 2:1 MAX. A A {SECTION A-A} {PLAN VIEW} {SECTION B-B} ST THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN. 4" MIN. {1 " x 1 " WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE NOT TO SCALE SF WATTLE INSTALLATION NOT TO SCALE WATTLES - DETAIL A 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' WATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %CURB INLET WATTLE PROTECTION SETUP% SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 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 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {PERVIOUS INSTALLATION} {IMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET CONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB CURBSIDE CHECKDAMS SETUP SF 000 SWMP6 001 SWMP6 NOTES: 1.FIBER ROLLS TO BE STAKED AS REQUIRED. 2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED. {PLAN VIEW} {ISOMETRIC VIEW} DRIVEWAY DRIVEWAY STREET SIDEWALK SIDEWALK NOT TO SCALE 002 SWMP6 EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS SWALE WATTLE DIKE NOT TO SCALE ENTRENCH 3" POINT A SECTION A-A POINTS A MUST BE HIGHER THAN POINT B PLAN VIEW POINT B POINT A WATTLE POINT A FLOW POINT B POINT A WATTLE DIKE {DITCH INSTALLATION} A A THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. WD 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. STA %OR% OR (10" MIN. DIA.) 003 SWMP6 WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW SECTION A-A PLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS AND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING WATTLE FILTER DROP INLET INLET PLAN VIEW ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %DROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION NOT TO SCALE IP 004 SWMP6 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� & RIDING FACILITY OFFICE COMPLEX BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO RP RP RP RP swmp5 DYNAMIC SITE PLAN - PHASE 4 STORMWATER MANAGEMENT PLAN A. Reese A. Reese 1"=150' TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL Project: Bucking Horse - Filing 1 Date: August, 2012 Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed. CONSTRUCTION PHASE (M��) 1 2 3 4 5 6 7 8 9 10 11 12 C�� G�� (I�� O��) Overlot Swales, Drainageways P�� I�� Stormwater C�� I�� Landscaping Walls Building Structure M�� Hardscape Amenities BEST MANAGEMENT PRACTICES T�� Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Sediment Trap (ST) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc. Silt Fence (SF) P�� Mulching/Sealant Permanent Seed Planting Riprap Protection (RR) A.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. B.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. C.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. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.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. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.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. J.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. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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. {M.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 CONTROL NOTES: NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.TOTAL DISTURBED AREA = 76.26 ACRES 3.SWMP ADMINISTRATOR: Person________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR BUCKING HORSE - FILING TWO PREPARED BY NORTHERN ENGINEERING DATED OCTOBER 31, 2012 FOR ADDITIONAL INFORMATION.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP W5 CWA 93 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST EF No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� IP IP IP IP RP RP VTC CWA ST ST ST SF SF SF WD WD WD WD WD WD WD WD VTC VTC RP IP CWA IP FUTURE CITY PARK HORSE AREA WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY OFFICE COMPLEX BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO IP IP RP RP WD WD WD WD WD WD RP SF SF SF SF SF SF SF SF SF SF SF SF IP IP SF SF WD WD WD WD WD WD RP SF VTC WD WD WD WD SWMP4 DYNAMIC SITE PLAN - PHASE 3 STORMWATER MANAGEMENT PLAN A. Reese A. Reese 1"=150' TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL Project: Bucking Horse - Filing 1 Date: August, 2012 Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed. CONSTRUCTION PHASE (M��) 1 2 3 4 5 6 7 8 9 10 11 12 C�� G�� (I�� O��) Overlot Swales, Drainageways P�� I�� Stormwater C�� I�� Landscaping Walls Building Structure M�� Hardscape Amenities BEST MANAGEMENT PRACTICES T�� Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Sediment Trap (ST) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc. Silt Fence (SF) P�� Mulching/Sealant Permanent Seed Planting Riprap Protection (RR) A.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. B.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. C.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. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.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. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.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. J.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. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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. {M.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 CONTROL NOTES: NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.TOTAL DISTURBED AREA = 76.26 ACRES 3.SWMP ADMINISTRATOR: Person________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR BUCKING HORSE - FILING TWO PREPARED BY NORTHERN ENGINEERING DATED OCTOBER 31, 2012 FOR ADDITIONAL INFORMATION.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP W5 CWA 93 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST EF No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� IP IP IP IP RP RP VTC CWA ST ST ST SF SF SF WD WD WD WD WD WD WD WD VTC VTC RP IP CWA IP FUTURE CITY PARK HORSE AREA WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY OFFICE COMPLEX BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO IP IP RP RP WD WD WD WD WD WD RP SF SF SF SF SF SF SF SF SF SF SF SF IP IP SF SF WD WD WD WD WD WD RP SF VTC WD WD WD WD SWMP3 DYNAMIC SITE PLAN - PHASE 2 STORMWATER MANAGEMENT PLAN A. Reese A. Reese 1"=150' TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL Project: Bucking Horse - Filing 1 Date: August, 2012 Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed. CONSTRUCTION PHASE (M��) 1 2 3 4 5 6 7 8 9 10 11 12 C�� G�� (I�� O��) Overlot Swales, Drainageways P�� I�� Stormwater C�� I�� Landscaping Walls Building Structure M�� Hardscape Amenities BEST MANAGEMENT PRACTICES T�� Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Sediment Trap (ST) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc. Silt Fence (SF) P�� Mulching/Sealant Permanent Seed Planting Riprap Protection (RR) A.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. B.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. C.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. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.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. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.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. J.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. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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. {M.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 CONTROL NOTES: NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.TOTAL DISTURBED AREA = 76.26 ACRES 3.SWMP ADMINISTRATOR: Person________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR BUCKING HORSE - FILING TWO PREPARED BY NORTHERN ENGINEERING DATED OCTOBER 31, 2012 FOR ADDITIONAL INFORMATION.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP W5 CWA 93 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST EF No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� SF SF VTC VTC IP FUTURE CITY PARK HORSE AREA WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY OFFICE COMPLEX BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO SF SF SF SF SF SF SF SF SF SF SF SF VTC SWMP2 DYNAMIC SITE PLAN - PHASE 1 STORMWATER MANAGEMENT PLAN A. Reese A. Reese 1"=150' TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION/REMOVAL Project: Bucking Horse - Filing 1 Date: August, 2012 Contractor to utilize this table to indicate when construction activities occur and when each associated BMP is installed or removed. CONSTRUCTION PHASE (M��) 1 2 3 4 5 6 7 8 9 10 11 12 C�� G�� (I�� O��) Overlot Swales, Drainageways P�� I�� Stormwater C�� I�� Landscaping Walls Building Structure M�� Hardscape Amenities BEST MANAGEMENT PRACTICES T�� Contour Furrows and Diversion Dikes (Ripping/Disking) Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Bales, Wattles, Etc) (WD) Sediment Trap (ST) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/ etc. Silt Fence (SF) P�� Mulching/Sealant Permanent Seed Planting Riprap Protection (RR) A.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. B.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. C.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. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.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. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.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. J.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. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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. {M.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 CONTROL NOTES: NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.TOTAL DISTURBED AREA = 76.26 ACRES 3.SWMP ADMINISTRATOR: Person________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR BUCKING HORSE - FILING TWO PREPARED BY NORTHERN ENGINEERING DATED OCTOBER 31, 2012 FOR ADDITIONAL INFORMATION.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP W5 CWA 93 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST EF No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� IP IP IP IP RP RP VTC CWA ST ST ST SF SF SF WD WD WD WD WD WD WD WD VTC VTC RP IP CWA IP FUTURE CITY PARK HORSE AREA WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY OFFICE COMPLEX BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO IP IP RP RP WD WD WD WD WD WD RP SF SF SF SF SF SF SF SF SF SF SF SF IP IP SF SF WD WD WD WD WD WD RP SF VTC WD WD WD WD SWMP1 STATIC SITE PLAN STORMWATER MANAGEMENT PLAN A. Reese A. Reese 1"=150' A.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. B.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. C.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. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.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. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.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. J.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. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'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. {M.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 CONTROL NOTES: NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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 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. Call before you dig. R LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CONCRETE CROSS PAN (TYP.) PEDESTRIAN ACCESS RAMPS {1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.TOTAL DISTURBED AREA = 76.26 ACRES 3.SWMP ADMINISTRATOR: Person________________________________ Company________________________________ Address________________________________ Phone________________________________ 4.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5.SEE "GRADING & EROSION CONTROL NOTES" ON SHEET CS2 OF THE UTILITY PLAN SET FOR BUCKING HORSE - FILING TWO PREPARED BY NORTHERN ENGINEERING DATED OCTOBER 31, 2012 FOR ADDITIONAL INFORMATION.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP W5 CWA 93 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. PERMANENT BMP'S TEMPORARY BMP'S VTC SEDIMENT TRAP ST EF No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES HORSE STABLES & RIDING AREA CARGILL, INC. SIDEHILL - FILING ONE B4 B5 F1 F2 D4 D5 OS3 OS4 OS2 OS1 G B1 B2 A1 B6 C1 C2 C3 D3 D2 E5 D1 E4 E2 E1 acres B5 0.82 0.34 1.00 acres B4 0.81 0.46 1.00 acres B6 0.36 0.85 0.45 acres C3 0.77 1.88 0.96 acres C1 0.65 2.62 0.81 acres B3b 0.25 2.42 0.32 acres B2 0.43 3.55 0.54 acres B1 0.74 1.64 0.93 acres A1 0.50 2.92 0.62 acres OS1 0.48 0.84 0.60 acres OS2 0.64 1.46 0.80 acres C2 0.64 4.33 0.80 acres F1 0.30 7.71 0.37 acres E1 0.65 1.79 0.82 acres D4 0.60 2.85 0.75 acres D5 0.82 0.59 1.00 acres D2 0.70 0.84 0.87 acres D3 0.39 5.72 0.49 acres D1 0.51 0.20 0.63 acres OS3 0.76 1.13 0.95 acres E4 0.53 2.67 0.66 acres OS4 0.85 0.05 1.00 acres E5 0.82 0.50 1.00 acres E3 0.65 2.35 0.81 acres F2 0.50 2.45 0.62 acres G 0.25 20.53 0.31 acres B3a 0.37 2.64 0.47 acres B3c 0.36 1.00 0.45 B3b B3a B3c acres E2 0.64 3.41 0.79 E3 C C B B D D E E F F G G DR1 DRAINAGE EXHIBIT OVERALL H. Feissner H. Feissner 1"=150' NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: 4953 PROPOSED CONTOUR 93 PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED PROPERTY BOUNDARY CURB & GUTTER PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 B2 1.45 ac No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� DETENTION POND SUMMARY VOLUME REQ'D (ac-ft) WQ VOLUME REQ'D VOLUME PROVIDED (ac-ft) POND INVERT WSEL POND 215 28.80 3.48 32.42 4878.54 4885.25 SWALE SECTIONS MIN. D (FT) S2:1 S1:1 MIN. TW (FT) SWALE SUMMARY TABLE SWALE ID MIN D MIN TW MIN BW S1 S2 A 3.00 34.00 20 4 4 B (DP B6) 1.69 17.52 4 4 4 C (DP B3c) 1.57 16.56 4 4 4 D (DP B3a) 1.07 8.56 0 4 4 E (DP D3) 1.30 10.40 0 4 4 F (DP D3) 0.51 32.64 0 4 60 G MIN. BW (FT) EMERGENCY OVERFLOW WEIR SUMMARY TABLE POND NO. 215 4886.25 4886.25 TOP OF WEIR 4885.25 4883.25 300 ELEVATION (FT) TOP OF BANK ELEVATION (FT) NOTCH ELEVATION (FT) BOTTOM ELEVATION (FT) NOTCH WIDTH, W (FT) TOP OF WEIR 3' BOTTOM ELEV. NOTCH ELEV. 2-2' #5 BARS W 2' 3' 4 1 (SEE NOTE) 8" MINIMUM THICKNESS 2-#5 BARS 4 1 3" CLR 3" CLR TOP OF EMBANKMENT NOTE: TRENCH FOR WEIR OUTLET STRUCTURE USING NATIVE GROUND AS FORM WORK. CONSTRUCT WEIR 8" MINIMUM THICKNESS. UPON COMPLETION OF TRENCHING, PLACE TEMPERATURE STEEL AND CONCRETE IMMEDIATELY. FORM TOP 4". POND EMERGENCY OVERFLOW WEIR DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C10 C100 2-yr Tc (min) 10-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q10 (cfs) Q100 (cfs) A1 A1 2.92 0.50 0.50 0.62 5.5 5.5 5.0 4.0 6.8 18.0 B1 B1 1.64 0.74 0.74 0.93 10.3 10.3 8.9 2.7 4.6 12.5 B2 B2 3.55 0.43 0.43 0.54 10.2 10.2 9.9 3.4 5.8 15.2 B3a B3a 2.64 0.37 0.37 0.47 11.0 11.0 10.6 2.1 3.7 9.3 B3b B3b 2.42 0.25 0.25 0.32 8.3 8.3 7.7 1.5 2.5 6.6 B3c B3c 1.00 0.36 0.36 0.45 17.5 17.5 16.6 0.6 1.1 2.8 B4 B4 0.46 0.83 0.83 1.00 6.4 6.4 6.1 1.0 1.7 4.2 B5 B5 0.34 0.82 0.82 1.00 5.1 5.1 5.0 0.8 1.4 3.4 B6 B6 0.85 0.45 0.45 0.56 15.1 15.1 14.3 0.7 1.2 3.2 C1 C1 2.62 0.65 0.65 0.81 19.5 19.5 18.6 2.8 4.8 12.4 C2 C2 4.33 0.64 0.64 0.80 27.4 27.4 25.9 3.8 6.5 17.1 C3 C3 1.88 0.70 0.70 0.87 13.3 13.3 12.6 2.6 4.4 11.5 D1 D1 0.20 0.48 0.48 0.60 5.0 5.0 5.0 0.3 0.5 1.2 D2 D2 0.84 0.69 0.69 0.87 5.0 5.0 5.0 1.7 2.8 7.2 D3 D3 5.72 0.39 0.39 0.49 9.6 9.6 9.2 5.0 8.6 22.4 D4 D4 2.85 0.60 0.60 0.75 18.2 18.2 17.2 2.9 4.9 13.0 D5 D5 0.59 0.82 0.82 1.00 6.0 6.0 5.7 1.3 2.3 5.7 E1 E1 1.79 0.65 0.65 0.82 22.8 22.8 21.4 1.8 3.0 8.0 E2 E2 3.41 0.64 0.64 0.79 22.8 22.8 22.0 3.3 5.6 14.4 E3 E3 2.35 0.65 0.65 0.81 19.7 19.7 19.0 2.5 4.3 11.0 E4 E4 3.41 0.64 0.64 0.79 22.8 22.8 22.0 3.3 5.6 14.4 E5 E5 0.50 0.82 0.82 1.00 5.0 5.0 5.0 1.2 2.0 5.0 F1 F1 7.71 0.31 0.31 0.38 28.0 28.0 26.0 3.2 5.4 14.6 F2 F2 2.45 0.50 0.50 0.62 14.8 14.8 10.4 2.3 4.0 11.8 G G 20.53 0.25 0.25 0.31 5.0 5.0 5.0 14.6 25.0 63.8 OS1 OS1 0.84 0.48 0.48 0.60 14.0 14.0 13.0 0.8 1.3 3.5 OS2 OS2 1.46 0.64 0.64 0.80 14.7 14.7 13.8 1.8 3.0 7.9 OS3 OS3 1.13 0.76 0.76 0.95 6.2 6.2 5.9 2.3 3.9 10.3 OS4 OS4 0.05 0.85 0.85 1.00 5.0 5.0 5.0 0.1 0.2 0.5 B1 B1 & OS1 2.48 0.65 0.65 0.8 19.6 19.6 18.6 2.6 4.5 11.8 B2 B2 & OS2 5.01 0.49 0.49 0.6 20.3 20.3 19.3 4.0 6.8 17.7 B3c B1-B3c, OS1 & OS2 13.56 0.45 0.45 0.6 25.2 25.2 24.3 8.7 14.8 38.5 C2 C1 & C2 6.94 0.64 0.64 0.8 27.4 27.4 25.9 6.1 10.5 27.5 E2 E1 & E2 5.20 0.64 0.64 0.8 22.8 22.8 22.0 5.0 8.6 22.2 DEVELOPED RUNOFF SUMMARY (MINIMUM) STREET (HP) HIGH (HP) POINT 3 TO 5 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR SLOPE (MINIMUM) 2% (MINIMUM) 1% OR 2% SLOPE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) (MINIMUM) 1% OR 2% HIGH (HP) POINT (MINIMUM) 1% OR 2% SLOPE SLOPE BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) WINDOW WELL HIGH (HP) POINT DROP 6" VERT. DROP 6" VERT. (MINIMUM) (MINIMUM) OF LOT MIDPOINT CURB FLOW LINE R.O.W. LOW OF SIDE LOT (2% MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL HIGH (HP) POINT MIDPOINT OF LOT BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF (1% MINIMUM) OR 2% (MINIMUM) STREET (HP) WINDOW WELL SLOPE 1% OR 2% SLOPE "X" (MINIMUM) 2% SLOPE OF LOT MIDPOINT DROP 6" VERT. (MINIMUM) 2% SLOPE (MINIMUM) CURB FLOW LINE R.O.W. (MINIMUM) LOW OF SIDE LOT HIGH POINT (MINIMUM) (MINIMUM) R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL 1% SLOPE OR 2% 1% SLOPE OR 2% 1% SLOPE OR 2% 2% (MINIMUM) SLOPE (MINIMUM) 2% SLOPE MIDPOINT OF LOT D10 GRADING DETAILS A. Reese D. Fry N/A Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R DETACHED SIDEWALK A VERT. CURB & GUTTER 2% MIN. F SLOPE FG=PHP+0.5' (MIN) TF=FG+0.7' (MIN) 10.00 ROW HFC 8.50 LFC 13.8 HRC 12.3 LRC DETACHED SIDEWALK B VERT. CURB & GUTTER 2% MIN. F SLOPE ASSUMED BUILDING FOOTPRINT 10.00 ROW HFC LFC 8.5 9.5 HRC 8.0 LRC DETACHED SIDEWALK G VERT. CURB & GUTTER BUILDING SETBACK 2% MIN. F SLOPE 2% MIN. 10.0 ROW HFC 8.5 LFC 1.5 HRC 0.0 LRC OR W 12.3 PHP 10' PHP LOCATION VARIES 11.3 HP 1 9.8 HP 2 2% MIN. 2% MIN. d 11.3 HP 1 9.8 d HP2 3.0 GB1 1.5 GB2 2% MIN. 2% MIN. 2% MIN. 4:1 MAX FG=HP+0.02(d-10) +0.5' (MIN) TF=FG+0.7' (MIN) ELEVATION DIFFERENCE VARIES 4:1 MAX 2% MIN. 2% MIN. 2% MIN. FG=HP+0.02(d-10) 1 +0.5' (MIN) TF=FG+0.7' (MIN) 1 ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 2% MIN. ASSUMED BUILDING FOOTPRINT BUILDING SETBACK 2% MIN. 2% MIN. 2% MIN. 2% MIN. 1.GRADING AND TOP OF FOUNDATION (TF) ELEVATIONS OF ALL LOTS ARE BASED ON THE INDICATED SETBACKS AND BUILDING ENVELOPE. ANY VARIATION FROM THESE PARAMETERS WILL AFFECT THE PRESCRIBED DESIGN ELEVATIONS. IT SHALL BE THE RESPONSIBILITY OF THE HOME BUILDER TO ENSURE ALL GRADING REQUIREMENTS ARE MAINTAINED WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED. 2.INDIVIDUAL LOT GRADING/DRAINAGE SHALL BE INDICATED ON THE "SITE PLAN" (AKA, PLOT PLAN) SPECIFIC TO EACH LOT. THE HOME BUILDER'S ENGINEER MAY INCORPORATE MINOR ADJUSTMENTS TO ENSURE PROTECTIVE GRADING AND MINIMUM SLOPES WORK WITH THE PROPOSED FOOTPRINT. ALL LOT CORNER ELEVATIONS, AND ANY LOT LINE HIGH POINTS/GRADE BREAKS SHOWN HEREIN, SHALL REMAIN AS INDICATED UNLESS BUILDER'S ENGINEER CAN CERTIFY THAT OVERALL HFC=HIGH FRONT LOT CORNERHPx=HIGH POINT LFC=LOW FRONT LOT CORNERGBx=GRADE BREAK HRC=HIGH REAR LOT CORNERFG=FINISHED GRADE LRC=LOW REAR LOT CORNERAT BUILDING FOOTPRINT PHP=PROTECTIVE HIGH POINTTF=TOP OF FOUNDATION ELEVATION LOT GRADING NOTES LEGEND 2% MIN. 2% MIN. 2% MIN. NOT TO SCALE 504 D10 TYPICAL LOT GRADING I:\StmWtr\Criteria Manual\D51.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D51.dwg TYPE "W" (WALKOUT LEVEL) LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-51 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES I:\StmWtr\Criteria Manual\D50.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D50.dwg TYPE "G" (GARDEN LEVEL) LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-50 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES I:\StmWtr\Criteria Manual\D48.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D48.dwg TYPE "B" LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW DETAIL D-48 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES I:\StmWtr\Criteria Manual\D47.dwg 4/7/11 CAD FILE NAME: GRADING PLAN DRAWN BY: T. COX D47.dwg TYPE "A" LOT 4/20/05 PLAN VIEW ISOMETRIC VIEW 1/2[LOT WIDTH - (2 x SWALE TURN RADIUS) - (LOT WIDTH x STREET GRADIENT / SWALE GRADIENT)] NOTE: "X "= DETAIL D-47 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES NOT TO SCALE 500 D10 TYPE "A" LOT GRADING PLAN NOT TO SCALE 501 D10 TYPE "B" LOT GRADING PLAN NOT TO SCALE 502 D10 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN NOT TO SCALE 503 D10 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN 6' UTIL. EASEMENT 0.50% 2.00% 2.00% 9' UTIL EASEMENT OVERLOT TEMPLATE "A" LOT VARIES LOT LINE BACK 2.00% 9' UTIL EASEMENT FLOWLINE ROW 6' UTIL. EASEMENT 2.00% 2.00% 6' UTIL. EASEMENT 2.00% 9' UTIL EASEMENT OVERLOT GRADING NOTES: BACK FINISHED LOT CORNER 4:1 MAX. FRONT FINISHED LOT CORNER FLOWLINE ROW FRONT FINISHED LOT CORNER BACK FINISHED LOT CORNER 4:1 MAX. FLOWLINE ROW VARIES (SEE PLANS) BACK FINISHED LOT CORNER LOT LINE BACK LOT LINE BACK FRONT FINISHED LOT CORNER OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL POST BUILDING PERMIT PRE-BUILDING PERMIT POST BUILDING PERMIT PRE-BUILDING PERMIT NOT TO SCALE 505 D9 TYPICAL OVERLOT GRADING 4:1 MAX. 0.5% MAX. LOT GRADING RECOMMENDATIONS: HOME BUILDERS ARE STRONGLY ENCOURAGED TO FOLLOW THE "SITE GRADING AND DRAINAGE GUIDELINES" AS SPECIFIED IN THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HANDBOOK NO. 4145.1 REV-2, APPENDIX 8. THOSE RECOMMENDATIONS INCLUDE, BUT ARE NOT LIMITED TO: A.ALL UNPAVED LOT AREAS, EXCEPT THOSE PRESERVED IN AN APPROPRIATE NATURAL CONDITION, SHOULD BE FINE GRADED TO PROVIDE SMOOTH EVEN SURFACES CONFORMING TO THE ELEVATIONS NOTED BELOW. ALL VISIBLE ROCK AND DEBRIS SHOULD BE REMOVED PRIOR TO FINE GRADING. 1.PROVIDE MINIMUM FALL OF 6 INCHES AWAY FROM STRUCTURE IN 10 FEET (5% GRADIENT), EXCEPT AS RESTRICTED BY SIDE LOT LINES OR OTHER MAJOR CONSIDERATIONS. THE HORIZONTAL LENGTH OF SUCH SLOPES MAY BE REDUCED AS NECESSARY AT BUILDING CORNERS AND SIDE YARDS. 2.PROVIDE AT LEAST 6 INCHES IN 25 FEET (2% GRADIENT) IN ALL OTHER UNPAVED AREAS. B.DRAINAGE SWALES OR VALLEYS FORMED BY INTERSECTING SLOPES SHOULD HAVE ADEQUATE DEPTH, WIDTH AND LONGITUDINAL GRADIENT TO CARRY AWAY THE MAXIMUM PREDICTABLE VOLUME OF STORM WATER RUNOFF. 1.GRADIENTS OF UNPAVED SWALES SHOULD NOT BE LESS THAN THAT REQUIRED FOR OTHER UNPAVED AREAS. 2.SURFACE EROSION PROTECTION SHOULD BE IN PLACE TO PREVENT ACCUMULATION OF WATER IN CRITICAL DRAINAGE SWALES. C.ROOF DRAINAGE SHOULD DISCHARGE AT LEAST 5 FEET AWAY FROM BUILDING WALLS WHEN EXPANSIVE, COLLAPSIBLE OR ERODIBLE SOILS ARE PRESENT. D.FOR ACCESS AROUND BUILDINGS AND FOR MAINTENANCE OF BUILDING AND LOT IMPROVEMENTS, PROVIDE AN AREA GENERALLY AT LEAST 4 FEET WIDE WITH A GRADIENT AWAY FROM THE BUILDING NO STEEPER THAN 1 IN 10 (10% GRADIENT). E.GRADIENT OF WALKS SHALL NOT BE STEEPER THAN 1 IN 20 (5%) IN AREAS SUBJECT TO FREQUENT FREEZING OR 1 IN 10 (10%) IN OTHER AREAS. F.LONGITUDINAL GRADIENT OF DRIVEWAYS SHOULD NOT BE LESS THAN ONE PERCENT NOR STEEPER THAN PERMITTED FOR WALKS IF DRIVEWAY IS ALSO USED AS A REQUIRED WALK. IF USED ONLY AS A DRIVEWAY, NO LESS THAN ONE PERCENT (1%) AND NO STEEPER THAN 1 IN 7 (14%), EXCEPT THAT IN AREAS OF HEAVY SNOW FALL OR ICE BUILDUP, LONGITUDINAL GRADIENT SHOULD NOT BE STEEPER THAN 7%. CROWN, OR CROSS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 6" 6" 4 1/2" 12" NOT TO SCALE 400 D9 PRIVATE INFLOW VERTICAL CURB & GUTTER NOT TO SCALE 402 D9 PAVEMENT DETAIL LIGHT DUTY HEAVY DUTY LIGHT DUTY HEAVY DUTY PRIVATE DRIVES AND PARKING AREAS {ALTERNATIVE A - COMPOSITE SECTION WITH FLY ASH} {ALTERNATIVE B - PORTLAND CEMENT CONCRETE PAVEMENT} NOTE: SEE THE PRELIMINARY GEOTECHNICAL EXPLORATION REPORT FOR BUCKING HORSE DEVELOPMENT PREPARED BY EARTH ENGINEERING COMPANY, INC (EEC PROJ. #1122025B) FOR ADDITIONAL INFORMATION 12" SUBGRADE STABILIZED WITH CLASS 'C' FLY ASH 5" CONCRETE 3" HOT BITUMIOUS PAVEMENT (S OR SX) 6" AGGREGATE BASE COURSE (CLASS 5 OR 6) 12" SUBGRADE STABILIZED WITH CLASS 'C' FLY ASH 6" CONCRETE 4" HOT BITUMIOUS PAVEMENT (S OR SX) 7" AGGREGATE BASE COURSE (CLASS 5 OR 6) NOT TO SCALE 401 D9 PRIVATE OUTFALL VERTICAL CURB & GUTTER 1" 6" 4 1/6" 2" 1 1/2" 1'-6" 6" 12" NOT TO SCALE 405 D9 CONCRETE PAVEMENT JOINTS E D A DC DC MDIN. A E T 12.5' MAX. OPEN CENTER TYP. MANHOLE 2' %%P 6" TYP. CURB INLET BOXOUT CURB AND GUTTER INTEGRAL CURB 2' TYP PERMISSIBLE ALTERNATE JOINTS WITH SMALL RADII < 16' 8' MINIMUM 12' MAX., CONC. 6" THICK OR LESS 15' MAX., CONC. OVER 6" THICK CURB INLET BOXOUT MANHOLE INTEGRAL CURB MAY BE ALIGNED WITH FRONT OR BACK OF CURB. ROUNDING OF ANGLE BY FORMING OR SLIPFORM PAVING PERMISSIBLE. JOINT NOT REQUIRED IF CURB AND WITH GUTTER ADJACENT IS POURED LANE. MONOLITHICALLY A D D A A A SHOWS SHOWS E DC E D E DC 1/2" EXPANSION * * * * * * * * * * * * * * * MANHOLE * * * * * * JOINT FILLER SEE NOTE. * * D D D TYP. 2' %%P 6" 2' 2' %%P 6" TYP. 2' INLET OR INLET OR INLET OR PAVEMENT JOINTS CONCRETE M-412-1 Sheet No. 3 of 5 Date: STANDARD PLAN NO. SRJ Scale: NA Units: English FAX: (303) 757-9820 Denver, Colorado 80222 Phone: (303) 757-9083 4201 East Arkansas Avenue Computer File Information Drawing File Name: 412010305.dwg Project Development Branch Acad Version: R14 DEPARTMENT OF TRANSPORTATION Colorado Department of Transportation Standard Plan Revised Comments: %JOINT LEGEND %CUL-DE-SAC D E T C A THIS STANDARD DOES NOT APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPING). WHEN A CONTINUOUS WIDTH AT PAVEMENT IS POURED WIDER THAN 40 FT., THE JOINT NEAREST THE CENTERLINE STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN 1 FT. FROM A CAST-IN PAVEMENT MANHOLE OR SIMILAR SIZE TRANSVERSE JOINTS SHALL BE LOCATED AT THE CENTER OF CIRCULAR MANHOLES AND INLETS. NO TRANSVERSE JOINT SHALL AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER PLACE 1/2 IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR LONGITUDINAL JOINTS SHALL COINCIDE WITH LANE MARKINGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING OF 12.5 FT. (15 FT. COVERED HEREIN, THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY THE ENGINEER. CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR IRREGULAR CONDITIONS NOT THIS TYPICAL JOINT LAYOUT IS INTENDED TO BE USED AS A STANDARD FOR THE JOINT LAYOUT FOR THE PROJECT. IF THE %GENERAL NOTES * 5. LOCATE T JOINT AT JOINT OR 2 FT. MIN FROM SHALL BE AN UNTIED JOINT. PASS WITHIN 4 FT. OF A MANHOLE. SHALL NOT REQUIRE A BOND BREAKER. CONSTRUCTION LONGITUDINAL CONTRACTION LONGITUDINAL CONSTRUCTION OR TRANSVERSE LONGITUDINAL 9. 10. 8. 7. 6. C D C CURB AND GUTTER. PERMITTED WITH MONOLITHIC CURB AND GUTTER). CONTRACTION TRANSVERSE EXPANSION 4. 3. 1. 2. DOWELED TRANSVERSE CONTRACTION DC * DC IF PAVEMENT IS HBP IF PAVEMENT IS HBP LAST DATE REVISED: 12/18/02 Path: www.dot.state.co.us/DevelopProjects/DesignSupport/MStandards/ 12/20/02 Added Accel/Decel Detail Sheet, Multi- lane Intersection Sheet, and Joint Details. Issued By: Project Development Branch October 1, 2000 NOT TO SCALE 404 D9 HANDICAP PARKING REQUIREMENTS VAN- ACCESSIBLE PARKING MIN. MIN. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED REQUIRED PER SPACE ONE SIGN REQUIRED PER SPACE ONE SIGN CAR ACCESSIBLE VAN ACCESSIBLE "UNIVERSAL DESIGN" CAR & VAN ACCESSIBLE OR A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED. THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE NEED FOR TWO SIGN TYPES. 8' 5' 8' 8' 8' 8' 11' 5' 11' 11' 5' RESERVED RESERVED PARKING RESERVED PARKING 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 CONSTRUCTION DRAWINGS 1407 DRAWING 406 D9 TYPICAL RETAINING WALL HEIGHT VARIES {NOTES:} 1.SPOT ELEVATIONS DEPICTED ADJACENT TO RETAINING WALLS REPRESENT THE FINISHED GRADE ELEVATIONS AT THE LOW SIDE (LS) AND HIGH SIDE (HS) OF EACH WALL. 2.RETAINING WALLS OVER 4 FEET IN HEIGHT, MEASURED FROM THE LOW SIDE GRADE TO THE TOP OF THE WALL, WILL REQUIRE A SEPARATE PERMIT THROUGH THE BUILDING DEPARTMENT. A SEPARATE PERMIT IS NOT REQUIRED FOR RETAINING WALLS THAT ARE NOT OVER 4 FEET IN HEIGHT, PROVIDED THE HORIZONTAL DISTANCE TO THE NEXT UPHILL RETAINING WALL IS AT LEAST EQUAL TO THE TOTAL HEIGHT OF THE LOWER RETAINING WALL. 3.THE NEED FOR, AND DESIGN OF, ANY RAILING OR SIMILAR FALL PROTECTION MEASURES SHALL BE DETERMINED AT THE TIME OF BUILDING PERMIT FOR THE RETAINING WALL. NOT TO SCALE LANDSCAPING SLOPE: MIN 1 4"/FT MAX 3"/FT 1 2" EXPANSION JOINT MATERIAL No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" NOT TO SCALE 312 TRENCH DETAIL D8 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL NOT TO SCALE 310 D8 PEDESTRIAN RAMP DETAIL 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL REVISION NO: 1 DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1606 URBAN AREA LARIMER COUNTY PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) CONSTRUCTION 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection NOT TO SCALE 309 D8 SIDEWALK DETAIL ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 NOT TO SCALE 308 D8 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, seeCONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN COUNTY AREA REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial NOT TO SCALE 311 D8 TRUNCATED DOME WARNING FOR ACCESS RAMPS F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or F FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' REVISION NO: DATE: 04/01/07 DRAWING STREET STANDARDS DRAWINGS 1607 URBAN AREA LARIMER COUNTY TRUNCATED DOME WARNING FOR ACCESS RAMPS CONSTRUCTION FORT COLLINS ONLY NOT TO SCALE 307 TEMPORARY DEAD END BARRICADES D8 Gutter to gutter width of approach street 1/2 R11-2 (48x30) 1/4 1/4 extended by future development. dead end on a temporary basis, and must be maintained by the Developer until the street is These signs and barricades must be installed by the Developer at the end of all new streets that background, front side only, paint back and edges white. 3. Use 6" wide reflectorized orange stripes on reflectorized white 2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber. 1. Rails shall be nominal lumber dimension. NOTES: 8" to 12" 8" to 12" 8" to 12" 4. Other options may be used as approved by Local Entity Engineer. CONSTRUCTION STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1413 DRAWING REVISION DATE: 04/NO: 01/07 2 ROAD CLOSED ATTACHED / SIDEWALK DOES NOT END AT BARRICADE ENDS AT BARRICADE DETACHED OR SIDEWALK No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 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.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. 2' Y 1:12 1:48 (max.) Driveway Gutter Sidewalk Parkway Sidewalk ROW Flare Optional Expansion Joint TYPE III DETACHED WALK TYPE IV ATTACHED WALK See Note 4 See Note 3 6' (min.) 1:12 See Note 3 See Note 4 See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary If Concrete Driveway Detached Curb 1:48 (max.) 1:12 t 1/4" PER FT. N.T.S. SECTIONS A-A & B-B 1:12 (max.) A A 1:48 SLOPE WALK B B CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * ** * High volume driveways (Type III or IV) allowed for 350 30' maximum for 3 car garages. No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. or greater trip ends/day. ** * DRIVEWAY WIDTHS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 707 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) (FC Only)   1:12 Max Max See Note 6 See Note 6 1:48 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STREET INTERSECTION CROSSPAN d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK {NOTE}:CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. NOTE:SEE RAIN GARDEN DETAILS FOR CURB OPENINGS AT DRIVEWAYS ADJACENT TO RAIN GARDENS. 1:12 max. X=2' min. Driveway Width Varies 2'-0" 6" Attached Sidewalk Lip FL Back of curb Right of Way line Detached Attached Right of Way Line Detached Sidewalk 1:24 (max.) NOTE: 1. Concrete driveway must be provided to the property line. Refer toC�� 25for minimum removal dimensions. X Y W X Y W = Width 1:12 (max.) Property Line t 1/4" PER FT. N.T.S. SECTION A-A 2" t 1:12 (max.) t X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk TYPE I TYPE II 1:12 (max.) 1:48 A A PERSPECTIVE X=6'-0" 1:48 SLOPE 1:12 max. B B WALK Y t t WALK t 2" FLOWLINE JOINT EXPANSION BOW 1:12 (max.) 1:24 SECTION B-B N.T.S. LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STANDARD DRIVEWAY APPROACH (TYPES I & II) Ramp if necessary 1:12 max. BOW Expansion joint if drive continues as concrete WALK 6" (max.) 1/2" 2"R. NOT TO SCALE 305 D7 ASPHALT PAVING DETAIL (CROSSPAN) THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. TO R.O.W. AT EXTEND CONC. PRIVATE DRIVES No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 3'-0" MIN 4 TON P52 SL M.(NUMBER A. STEPS REQ'D @12" VARIES O.C. WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 3' 6" 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A DIRECTION SECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES NOT TO SCALE 209 TRIPLE COMBINATION INLET D6 NOT TO SCALE 208 DOUBLE COMBINATION INLET D6 3" 5" 4-1/2" SUPPORT BEAM POCKET DETAIL AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. NOTES: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 6'-1" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 1100 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 7'-1" 6" 6" 6" 2' N.T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 6'-6" 1" POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 DATE DRAWN: 3/3/05 D44.dwg DRAWN BY: T. COX CAD FILE NAME: N.T.S. N.T.S. N.T.S. 4" 2'-7" 6'-8" CURB ADJUSTS 6" 3 1/4" TO 9" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 520 SQ. IN. DETAIL DOUBLE CURB INLET D-44 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 3" 5" 4-1/2" SUPPORT BEAM POCKET DETAIL AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. NOTES: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 9'-2" 2'-0" GRATING (SEE DETAIL, THIS DRAWING) GRATING DETAIL 3. 2. WEIGHT: 1640 LBS 1. NOTES: %ISOMETRIC VIEW PLAN VIEW N.T.S. 10'-2" 6" 6" 6" 2' N.T.S. 6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN 6" N.T.S. SECTION B-B 9'-2" 6" POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE DESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: LIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. 4/7/11 N.T.S. DATE DRAWN: 3/3/05 D45.dwg DRAWN BY: T. COX CAD FILE NAME: 9'-9" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7032 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. 3' GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A SECTION A-A B B A A SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 780 SQ. IN. DETAIL TRIPLE CURB INLET D-45 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 2' MIN. RIPRAP SCHEDULE NOT TO SCALE 205 D6 NOTE: ALL RIPRAP SHALL BE PLANTED, PER DETAIL 009, OF SHEET SWMP7 STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF GUTTER/EDGE OF ASPHALT TO BE FLUSH WITH CAST IRON FRAME LIP OF GUTTER CURB TRANSITION AT INLET N.T.S. STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF GUTTER/EDGE OF ASPHALT TO BE FLUSH WITH CAST IRON FRAME LIP OF GUTTER CURB TRANSITION AT INLET N.T.S. FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF GUTTER/EDGE OF ASPHALT TO BE FLUSH WITH CAST IRON FRAME LIP OF GUTTER CURB TRANSITION AT INLET STAKING NOTES: N.T.S. 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� RIPRAP SCHEDULE RIPRAP/ STORM LOCATION PIPE DIAMETER (IN) RIPRAP TYPE RIPRAP LENGTH (FT) RIPRAP WIDTH (FT) RIPRAP DEPTH (FT) Storm Drain 1 36 Type M 30.00 9.00 2.0 Storm Drain 2 36 Type M 15.00 9.00 2.0 Storm Drain 3 24 Type M 12.00 6.00 2.0 Storm Drain 4 36 Type M 9.00 9.00 2.0 Storm Drain 5 36 Type M 9.00 9.00 2.0 Storm Drain 6 30 Type M 6.00 6.00 2.0 Storm Drain 7 15 Type M 4.00 4.00 2.0 E F F PLAN C B D A RISE SPAN END VIEW E F PLAN F M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES SECTION D F-FA RISSEPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR 2 FT. 7 IN. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 54 31 120 72 60 39 99 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW + NOT TO SCALE 204 CONCRETE END SECTIONS D5 CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL 12 IN. MIN. 12 IN. MIN. TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR NOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. 12 IN. MIN. 1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED 1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL PIPE O.D. + 8 IN. 1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL PIPE O.D. 12 IN. MIN. OR 6 IN. MIN. 1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED PIPE O.D. 12 IN. MIN. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. PIPE O.D. 1/OR 8 4 PIPE IN. MIN. O.D. PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR BEND WITH INLINE UPSTREAM MAIN & 90 LATERAL WITH DEFLECTOR WITH DEFLECTOR DIRECTLY OPPOSED LATERAL (HEAD LOSSES ARE STILL EXCESSIVE WITH THIS METHOD, BUT ARE SIGNIFICANTLY MORE THAN WHEN NO DEFLECTOR EXISTS) DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NJB 11/9/00 D-5 CHANNELING DETAILS FOR MANHOLES o DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD MANHOLE 11/7/00 D-3 NBJ MANHOLE SHALL BE AS FOLLOWS: NOTE: MINIMUM INSIDE DIAMETER OF 27 IN. TO 42 IN. (INCL.) 24 IN. OR LESS VARIABLE ALTERNATE BASE 8 IN. MIN. 6 IN. 1 SLOPE IN./FT. RECAST MANHOLE BASE OVER 42 IN. PIPE SIZE 2 IN. MIN. POURED INVERT 8 IN. MIN. 1 FT. 1 IN./FT. SLOPE 2 IN. 18 IN. MAX 48 IN. MAX. DEPTH 30 IN. MIN. DEPTH 5 FT. MIN. DEPTH RUNGS 12" O.C. MANHOLE 8 IN. SEE NOTE 24 IN. 24 IN. RING AND COVER - 400 LB. OR APPROVED EQUAL DENVER HEAVY BY MACLEAR FINISHED GRADE 16 IN. MAX 28 IN. MAX 48 IN. 72 60 IN. IN. DIAMETER MIN. MANHOLE POURED CONCRETE INSIDE AND OUT GROUT BASE TO CONE BASE MANHOLE SECTIONS ASTM C-478 INSIDE AND OUT GROUT SHIPLAP JOINT ECCENTRIC CONE ASTM C-478 GROUTED INSIDE AND OUT ADJUSTMENT SHIM BRICK &/OR CONCRETE "L" 75" 84" "L" 65" 67" 108" 82.75" {LOCKING PIN} 108" END VIEW SIDE VIEW 39.5" 62.75" "L" 30" 28" 47.5" 31" 71.25" 30" 15" 12.5" 5 9" 52" 59.75" 36" 18" 15.5" B 8.5" 58" "B" 7.5" 5.5" 9.5" 6.5" CIRCULAR DIMENSIONS ELLIPTICAL DIMENSIONS 30" 36" 12" PIPE DIA. 15" 18" 24" 45" 38" 11" "A" 9" 12" 10" 29" 24" PIPE EQUIV. 18" 24" 23" SPAN 30" 19" 14" RISE 6.5" 8" 8" "D" 6" 6 5 26.75" 21.75" 30" 25" "C" 3 3 3 5 9.5" 9" 64" 52" "W" 21" 27" 40" 28" "C" 12" 4 "B" 17" 4 15" "A" 20" 9.5" "D" 8.5" 38" "W" 40" 72" 24" 21" 22 6" 132" {"C"(# BARS)} {"D"(SPACING)} OTHER PLAN VIEW HINGE PIN 18.5" 21.5" CIRCULAR DIMENSIONS ELLIPTICAL DIMENSIONS 60" 54" 42" 48" 60" 54" PIPE DIA. 55" 48" 43" "B" 21" 21" 76" 68" 21" "A" 24' 24" 24" PIPE EQUIV. 42" 48" 30" "L" 34" RISE 38" 53" SPAN 60" "D" 8" 6" 6" 10 10 9" 42" 47" 45" 50" "C" 9 14 22 90" 80" 10" 10" "W" 64" 84" 132" 70" 6 "B" "C" 31.5" 36.38 "A" 35" 39" 64" "W" 70" 9.5" "D" 9" 69" 71" {GENERAL NOTES: 1.ALL TRASH RACKS SHALL BE CARDER CONCRETE OR APPROVED EQUIVALENTS. 2.DIMENSIONS ABOVE LISTED IN INCHES. 3.PADLOCKS FOR LOCKING BAR WILL BE FURNISHED AND INSTALLED 4.TRASH GUARDS ARE NOT DESIGNED TO CARRY WHEEL LOADINGS AND AS SUCH ARE NOT TO BE USED AS SAFETY GRATES.} No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� TAMP 2" SQUARE OPEN RIGHT BACKFILL METHOD DEPENDING ON LOCATION NOT TO SCALE 122 D4 VALVE ASSEMBLY BOX �� VALVE (TYPICAL) HYDRANT SECONDARY FIRE HYDRANT (TYPICAL) LOCATOR STATION PVC MAIN TRACER WIRE NOTES: 1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN FOR LOCATOR STATION DETAILS SEE DETAIL 25 2. 3. 4. 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. SEE NOTE 4 (TYPICAL) INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES) WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS. 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 4/11/11 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� COMPRESSION 8" LAYER OF 3/4" TO 1 1/2" GRAVEL SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION AND NO TREES WITHIN 10 FEET. BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS. IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 9. 8. 7. 6. 5. 1. 3. 2. %GENERAL NOTES: 8" 12" (MIN.) PIPE BRACE 1" DIA. IRON (TYP.) 2' (MAX.) 2% SLOPE GRADE RINGS (IF REQUIRED) PRE-CAST CONCRETE BEFORE BACKFILLING AND GROUT KNOCKOUT ARMOUR-FLEX TUBING MANHOLE PRECAST CONCRETE CURB BOX (TYP. ALL JOINTS) PLASTIC GASKETS PRE-FORMED 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR SETTER METER 12" O.C. MANHOLE RUNGS 48" ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT 24" 54" (MIN.) 66" (MAX.) INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MASTIC MORTAR OR 16" (MAX.) 7" (MIN.) FINISHED GRADE 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) 3" (MAX.) 1" (MAX.) 1/2" EMT OR PVC VAULT OR PIT TOP INTO YOKEBOX 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.) (MAX.) (TYP.) TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE CONDUIT THROUGH 10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE. CURB STOP 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 STANDARD SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 16A 4/11/11 SIDE. BASIN. PLAN VIEW 48" DIA. BEFORE BACKFILLING ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BOX CURB FLOW 2' (MAX.) 1" DIA. IRON (TYP) PIPE BRACE MANHOLE RUNGS BELOW LID) METER (PLACED 12" O.C. 24" DIA. PRECAST CONCRETE MANHOLE 8" x 8" CONCRETE BLOCK (TYP.) AND REMOVABLE PLUG) WITH 1 27/32" DIA. HOLE YOKE BOX LID PART #YL-TP PART #YUC-7 WITH FORD AMR POD (FORD YOKE BOX %GENERAL NOTES: 1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. 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 STANDARD SETTING FOR 1 1/2 IN. AND 2 IN. WATER METERS (PLAN VIEW) 16B 4/11/11 ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF (IF REQUIRED BY PLUMBING CODE) PRESSURE REDUCING VALVE METERS SHALL NOT BE INSTALLED IN CRAWL SPACES. JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES. A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS. COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION. 5. 7. 6. 4. 3. 2. GENERAL NOTES: 1. STANDARD 2 IN. DEEP RECESSED (SUGGESTED METHOD) FOR WATER SERVICE LINES SUPPORT OR BRACING REQUIRED WATER SERVICE TO INLET AND OUTLET OF COPPERHORN SHUT-OFF VALVES WITH HANDLES ATTACHED (VERTICAL INSTALLATION RECOMMENDED) AND 48 IN. TO 66 IN. ABOVE FINAL GRADE MOUNT WITHIN 4 FT. OF ELECTRIC METER ELECTRIC BOX (SEE NOTES 2 & 3) 1/2 IN. OR LARGER ELECTRICAL CONDUIT (SEE NOTE 2) (SEE NOTE 4) COPPERHORN 3 IN. MIN. FROM WALL NOT TO SCALE 48 IN. MAX. FROM BASEMENT FLOOR SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE VALVES. PVC CONDUIT ALLOWED. ACCESS. 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 STANDARD INTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 14 4/11/11 �� U S A 1 1/8" 7/16" 3 1/2" 7 5/16" 5/2" 8" A S U I E J W �� LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 9" 6 1/8" 10" 7 9/16" 2 1/16" CLOSED PICKHOLE (TYPICAL OPPOSITE SIDE) 1/2" RAISED LETTERING (RECESSED FLUSH) REFERENCE SPECIFICATIONS 02622-2 THROUGH 02622-4 FOR LOCATOR FOR CP TEST STATION INFORMATION. REFERENCE SPECIFICATIONS 16640-5 STATION BOX INFORMATION. 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 CP TEST AND LOCATOR STATION BOX 25 4/11/11 W J E I DESIGNATED SPRINKLER SERVICE FLOW 5 FT. MIN. METER PIT AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" PIT METER 5 FT. MIN. FLOW SPRINKLER TAP OFF DOMESTIC SERVICE SERVICE MAIN VACUUM BREAKER VACUUM BREAKER (FROM OUTLET SIDE OF METER PIT TO SHUT-OFF VALVE TEE) IRRIGATION SHUT-OFF VALVE AIR-INJECTION PORT DOWNSTREAM OF VACUUM BREAKER SPRINKLER TEE) METER PIT TO (FROM OUTLET SIDE OF (STOP AND WASTE VALVE NOT PERMITTED) IRRIGATION SHUT-OFF VALVE (STOP AND WASTE VALVE NOT PERMITTED) DIA. WITH CAP OR PLUG) AIR-INJECTION PORT (TOP OF PIPE MAX. 3/8" DIA. WITH CAP OR PLUG) (3/4" OR LARGER RECOMMENDED) RECOMMENDED) (3/4" OR LARGER PORT DOWNSTREAM OF VACUUM BREAKER AIR-INJECTION 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 4/11/11 120 CP TEST AND LOCATOR STATION BOX D3 NOT TO SCALE DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE. GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 1. 2. 3. 4. 5. 6. 7. 14 IN. MIN. ALLOWED CAST IRON FROST PROOF METER BOX COVER COMPRESSION TYPE CONNECTION LOCK TYPE INLET VALVE TYPE "K" COPPER PIPING 48 IN. 10 IN. INSTALL LID 1/2 INCH ABOVE FINAL LANDSCAPED GRADE FLOW METER BOX METER GENERAL NOTES 2 FT. MAX. CURB BOX 64 IN. (NO OR EXTENSIONS) ALTERATIONS CAST IRON RECESSED LID WITH WORM LOCK RUBBER OR PLASTIC INNER LID NO TREES WITHIN 10 FEET OF METER BOX. NO FOR FITTINGS MIN. OF 5 FT. 18 IN. MAX. ALLOWED 15 IN. RECOMMENDED C.L. OF METER CONNECTION 6 INCH LAYER OF GRAVEL (3/4 IN.- 1 1/2 IN.) UNDER METER BOX CURB STOP 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 STANDARD EXTERIOR SETTING FOR 3/4 IN. AND 1 IN. WATER METERS 15 4/11/11 BASIN. MECHANICAL COUPLING (TO DISTRIBUTION SYSTEM) 3. EXCAVATION AND BACKFILLING FOR THE TAP CONNECTION PROVIDED BY THE CONTRACTOR/DEVELOPER. STANDARDS SPECIFIED BY THE CITY OF FORT COLLINS. MATERIALS TO BE AS INDICATED IN THE CONSTRUCTION THE CONTRACTOR/DEVELOPER TO PROVIDE ALL MATERIALS. PLAN VIEW 2. 1. NOTES: WATER TRANSMISSION MAIN FLANGED TAPPING SLEEVE FLANGE X MJ TAPPING VALVE PVC PIPE 3 FEET EXISTING CATHODICALLY PROTECTED DUCTILE IRON PIPE 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 TAP CONNECTION FOR CATHODICALLY PROTECTED MAIN 18 4/11/11 STANDARD SETTING FOR 11 2" & 2" WATER METERS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� BEDDING ZONE NOTE: * INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. TRENCH WALL LOWER LIMIT OF SLOPING TRENCH IN WIDTH SECTION AS 02221 SPECIFIED * 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 PIPE SIZE BENDS TEE OR DEAD END 22 1/2 45 90 6" 8" 12" 1.0 1.5 3.0 1.5 2.5 4.5 2.5 4.5 9.0 4.5 8.0 16.5 3.5 5.5 12.0 MINIMUM BEARING SURFACE AREA (SQ. FT.) Bearing surface areas shown in chart are minimum. All fittings to be wrapped with polyethylene. Pipe installed under conditions different from those normally encountered shall require thrust blocks designed for those particular conditions. Thrust blocks on pipe larger than 16 inches diameter shall be designed for conditions existing at the installation site. Refer to Section 03300 for concrete requirements. 1. 2. 3. 4. 5. GENERAL NOTES: UNDISTURBED SOIL POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BOND BREAKER POLYETHYLENE BEARING SURFACE POLYETHYLENE BOND BREAKER UNDISTURBED SOIL BEARING SURFACE SOIL UNDISTURBED BEARING SURFACE POLYETHYLENE BOND BREAKER BEDDING MATERIAL 2/3 DIA. TEE TYPICAL BEND TYPICAL CROSS-SECTION DEAD END BEARING SURFACES ARE A MINIMUM REQUIREMENT AND DO NOT RELIEVE DESIGN ENGINEER OF RESPONSIBILITY TO DESIGN EACH THRUST BLOCK. 16" 4.8 9.6 18.9 34.7 24.5 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 STANDARD CONCRETE THRUST BLOCKS 2 4/8/11 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK (REF. SECTION 02644) THRUST BLOCK 12 IN. POLYETHYLENE. JOINTS RESTRAINED (REF. SECTION 02644) HYDRANT GRAVEL 6 INCH DIA. PIPE OBSTRUCTIONS NOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM LOCATOR STATION (SEE DETAIL 25) WATROUS PACER 250 NUMBER A-423 OR MUELLER HYDRANT 22 IN. 18 IN. to THRUST BLOCK SWIVEL TEE SECTION 02641) MAIN ONLY) (PVC WATER TRACER WIRE (REFERENCE VALVE BOX 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 All residential water service shall be installed in the center of the lot All water and sanitary sewer service shall have a minimum of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit. No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet Use type K copper for the service from the corporation stop to a minimum of 5 feet up to and including the curb stop. The owner is responsible for service from the The City is responsible for maintaining the water main, corporation stop, and service piping Locate curb box and meter pit according to the approved utility drawings. Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC, unless otherwise approved by the Utility. horizontal separation of ten feet. past the meter pit. No couplings allowed between curb stop and meter setting. curb stop, including the outlet coupling to the building. construction or use a tapping saddle. in which case, use a tapping saddle. GENERAL NOTES 9. 8. 4. 6. 7. 5. WATER MAIN 3. 2. 1. IN FACE OF CURB CUT 4 INCH CROSS CORPORATION STOP FOR PAVEMENT CURB STOP CURB BOX 66 INCH MAX. 54 INCH MIN. CURB, GUTTER AND SIDEWALK DISTANCE VARIES 1 FT. PROPERTY OR EASEMENT LINE GRADE FINAL LANDSCAPED 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 1 1/2 INCH OR GREATER CORPORATION STOP FOR 3/4 AND 1 INCH SERVICES SERVICES 1 INCH SERVICES RETAINER GLANDS INSTALL MEG-A-LUG SEE DETAIL 2 FOR THRUST BLOCK SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA SEE DETAIL 4B FOR GRAVITY BLOCK SIZING. WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 4. 3. 2. 1. 49"-66" >66" 25"-48" 4"-24" D UTILITY BEING CROSSED THRUST BLOCK (TYP.) GRAVITY ANCHOR (TYP.) SEE DETAIL 4B SEE DETAIL 2 L (ft) (Typ) 18 IN. MIN. D L (ft) STREET GRADE 7' 10' 5' 3' L(ft) WATER MAIN PROPOSED (TYP.) 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 LOWERING 4A 4/11/11 WATER MAIN SIZE (INCHES) BENDS 45 22 1/2 6 8 10 TRENCH BOTTOM REINFORCING BAR (SEE TABLE) 16 14 12 4 CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME (FT. 3 ) (FT. 3 ) 15.9 35.3 62.4 8.6 19.1 33.8 4.4 9.7 17.2 95.4 136.4 184.7 51.6 73.8 100.0 26.3 37.6 51.0 240.9 130.4 66.5 LESS THAN 60CF 90CF 200CF 133CF 400CF 600CF NO. OF BARS & SIZE 2 2 2 2 2 3 1/2 IN. 5/8 IN. 3/4 IN. BAR SIZES FOR 150 P.S.I. RESTRAIN ALL FITTINGS AND JOINTS. VOLUMES SHOWN IN TABLE ARE BASED ON 150 P.S.I. INTERNAL STATIC PRESSURE. VALUES FOR ANY PRESSURE MAY BE OBTAINED BY MULTIPLYING TABULATED VALUES BY A CORRECTION FACTOR "F". "F" = (REQUIRED FOR VERTICAL BEND GRAVITY ANCHORS FOR 150 P.S.I. PRESSURE). NOTE: ACTUAL PRESSURE 150 GRAVITY ANCHOR DETAIL 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 LOWERING GRAVITY BLOCKS 4B 4/11/11 PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT. STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING. WITH CASING SPACERS CARRIER PIPE SUPPORTED CASING SPACERS CARRIER PIPE BELL OF PIPE CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS. (REF. SECTION 02224) CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER. 4. 3. 2. NOTES 1. 6 FT. SPACING FOR PVC ON LESS THAN 48 IN. DIA. 10 FT. SPACING CASING SEAL SIDE VIEW END VIEW STEEL CASING 1 IN. MAX. 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 STEEL CASING 7 4/8/11 1 2 3 4 T (ft) STEEL CASING (MIN. {}" THICK) WATERLINE LOWERING ELEVATIONS CROSSING 1 2 3 4 5 D T STORM DRAIN 2 MILES HOUSE AVENUE 4888.41 4884.15 4884.15 4888.23 4886.32 36" 5' 4' STORM DRAIN 3 NANCY GRAY AVENUE 4888.69 4887.00 4887.00 4888.68 4889.17 24" 3' 2' STORM DRAIN 4 MILES HOUSE AVENUE 4885.00 4882.44 4882.44 4884.99 4884.61 36" 5' 3' STORM DRAIN 5 MILES HOUSE AVENUE 4883.24 4880.59 4880.59 4883.23 4882.76 36" 5' 3' STORM DRAIN 5 APPALOOSA WAY 4886.63 4882.12 4882.12 4886.57 4884.29 24" 3' 4.5' STORM DRAIN 6 MILES HOUSE AVENUE 4881.78 4878.98 4878.98 4881.78 4881.15 24" 3' 3' 5 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 5 FT. MIN. DEPTH 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 IN. MIN. 48 IN. MAX. VARIABLE 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 DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL STANDARD MANHOLE WW-3 NBJ 4/11/11 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 o MIN. 45 o MAX. TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR MARKER AIR-TIGHT PLUG DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL SERVICE WYE DETAIL WW-9 NBJ 4/11/11 NOT TO SCALE 101 D1 1. SITE CONTRACTOR TO END SEWER AND WATER SERVICES 5' AWAY FROM ALL BUILDINGS (TYP.). BUILDING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING UTILITIES FROM THIS POINT OF CONNECTION TO RISERS UNDER SLAB. 2.SITE CONTRACTOR TO END FIRE LINE 1' ABOVE FFE INSIDE RISER ROOM AND CAP. 1' (TYP.) SERVICE WYE DETAIL NOT TO SCALE 102 D1 NOT TO SCALE 106 D1 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING 12 IN. MIN. PIPE O.D. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * DATE REVISED: SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL BEDDING REQUIRMENTS WW-1 NBJ 4/11/11 TYPICAL SLAB ON GRADE POINT OF CONNECTION 103 SUBDRAIN SERVICE DETAIL D1 SUBDRAIN SERVICE DETAIL STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS DATE: 04/01/07 713.1F REVISION NO: DRAWING Sanitary Sewer Main Subdrain Main Sanitary Service Subdrain Service (No Perforations) Reducing WYE Trench Stake Identifier (Sanitary Sewer) (Subdrain) Stake Identifier Sanitary Sewer Main Subdrain Main PLAN VIEW CROSS SECTION Bedding (Non-Perforated Pipe) by the approved plans. Pipe Sizes to be specified FORT COLLINS ONLY NOT TO SCALE 104 D1 SUBDRAIN MAIN INSTALLATION DETAIL SUBDRAIN MAIN - INSTALLATION DETAILS STREET STANDARDS URBAN AREA LARIMER COUNTY CONSTRUCTION DRAWINGS DATE: 10/25/01 713.2F REVISION NO: DRAWING 8" Sanitary Sewer Main 8" 12" 8" Provide cloak of filter fabric at all points that clean-out risers and subdrain services penetrate filter fabric. Subdrain main perforated pipe Filter Fabric as specified on the approved plans. Filter Material 44" Min. 4" 12" Cast iron floor box Non-Perforated Cleanout Riser 45� Sweep Subdrain Main Sanitary Main 45� Sweep WYE 14'-6" Upstream 2" To Bottom Of Asphalt Mat FORT COLLINS ONLY Pipe size and materials shall be specified on the approved plans. NOTE: NOT TO SCALE 105 D1 PRIVATE SEWER CLEANOUT SLOPE TO MATCH SRV. GRADE AS REQ'D TRAFFIC/PAVED AREAS NTS 6" PVC PIPE CUT TO MATE w/ BELL FLOW CONTINUATION OF SEWER LINE COUPLING SRV. PIPE 4"-45 ELBOW 45 6"WYE x6"x4" VARIES COMPACTED GRANULAR 4" PVC SDR 35 PIPE & FITTINGS (TYP.) FROM BOTTOM OF BEDDING ZONE TO TOP OF ELBOW MATERIAL PVC SLIP VALVE BOX AND COVER W/ "SEWER" CAST INTO COVER SCREW-ON WATER TIGHT PLUG 2'x2'x6" DEEP CONCRETE COLLAR ELBOW COMPACTED GRANULAR 45 WYE 4"-45 6"x6"x4" SRV. GRADE AS REQ'D w/ BELL CUT SRV. TO MATE PIPE VARIES PIPE 6" PVC FLOW SLOPE TO MATCH MATERIAL TOP OF ELBOW BEDDING ZONE TO FROM BOTTOM OF & FITTINGS (TYP.) 4" PVC SDR 35 PIPE OVER CLEANOUT PVC COUPLING SLIP OF SEWER LINE CONTINUATION ACCESS COVER HEAVY-DUTY FINISHED GRADE LANDSCAPED AREAS NTS 6" MIN. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 29+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 29+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 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. Call before you dig. R XS4 MILES HOUSE AVENUE ROADWAY CROSS SECTIONS A. Reese A. Reese 1"=20' Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+50 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+00 4884 4888 4892 4896 4884 4888 4892 4896 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+50 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+00 4880 4884 4888 4892 4880 4884 4888 4892 -40 -20 0 20 40 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� XS3 MILES HOUSE AVENUE ROADWAY CROSS SECTIONS A. Reese A. Reese 1"=20' Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+00 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+50 4888 4892 4896 4900 4888 4892 4896 4900 -40 -20 0 20 40 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 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. Call before you dig. R XS2 NANCY GRAY AVENUE ROADWAY CROSS SECTIONS A. Reese A. Reese 1"=20' Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 4904 4908 4912 4916 4904 4908 4912 4916 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 4900 4904 4908 4912 4900 4904 4908 4912 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 4900 4904 4908 4912 4900 4904 4908 4912 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 4900 4904 4908 4912 4900 4904 4908 4912 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 4892 4896 4900 4904 4892 4896 4900 4904 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+50 4892 4896 4900 4904 4892 4896 4900 4904 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+00 4892 4896 4900 4904 4892 4896 4900 4904 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4912 4916 4920 4924 4912 4916 4920 4924 -40 -20 0 20 40 60 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 4912 4916 4920 4924 4912 4916 4920 4924 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4912 4916 4920 4924 4912 4916 4920 4924 -40 -20 0 20 40 60 80 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 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. Call before you dig. R XS1 NANCY GRAY AVENUE ROADWAY CROSS SECTIONS A. Reese A. Reese 1"=20' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOT 11 MILES HOUSE AVENUE TRACT C WORKING FARM 10' 20' 24' DRIVE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD PV2 PRIVATE PAVING PLAN A. Reese N. Whitcomb 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4.CROSSPANS AND DRIVEWAY APPROACHES ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 5.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 6.FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 7.TYPE 1 DRIVEWAY (SEE DETAIL SHEET D7) PROJECT LOT LINE BOUNDARY EASEMENT LINE HEAVY DUTY PAVING (PRIVATE) LIGHT DUTY PAVING (PRIVATE) CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PV1 PV2 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD PV1 PRIVATE PAVING PLAN A. Reese N. Whitcomb 1"=20' NORTH ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 RIGHT-OF-WAY LEGEND: PROPOSED 18" VERTICAL INFLOW CURB & GUTTER PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.SEE DETAILS FOR ADDITIONAL INFORMATION REGARDING CURBS, WALKS, AND PAVEMENT SECTIONS. 3.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 4.CROSSPANS AND DRIVEWAY APPROACHES ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 5.PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATION MANUAL. 6.FINAL EXTENTS OF FIRE LANE MARKINGS AND FINAL LOCATIONS OF "NO PARKING/FIRE LANE" SIGNS TO BE DETERMINED IN THE FIELD BY THE OWNER AND THE POUDRE FIRE AUTHORITY. 7.TYPE 1 DRIVEWAY (SEE DETAIL SHEET D7) PROJECT LOT LINE BOUNDARY EASEMENT LINE HEAVY DUTY PAVING (PRIVATE) LIGHT DUTY PAVING (PRIVATE) CONCRETE FLATWORK PROPOSED CHASE PROPOSED 18" VERTICAL OUTFALL CURB & GUTTER PV1 PV2 D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY STRIPING NOTES: PROPERTY PROPOSED BOUNDARY LOT LINE 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 1 2 A PREFORMED PLASTIC PAVEMENT MARKING 1.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 2.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3.ALL LANE LINES FOR ASPHALT AND CONCRETE PAVEMENTS SHALL BE EPOXY PAINT PER TOWN OF WINDSOR STANDARDS AND SPECIFICATIONS. 4.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. 5.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 6.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 7.ALL SIGN POSTS SHALL BE INSTALLED ON TELESPAR TYPE PERFORATED POSTS WITH ANCHOR STUBS PER CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 8.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. 9.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 10.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 11.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 TOWN 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 STRIPING LEGEND: ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 R16 STRIPPING PLAN MILES HOUSE AVENUE A. Reese N. Whitcomb 1"=50' Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R LINE MATCH STA 21+00 LINE MATCH STA 21+00 NORTH NORTH CO CO CO X X X X E E X X S S S S S S SS SS SS SS SS SS SS SS SS SS SS S 1 1 2 1 1 1 1 1 1 2 2 1 1 1 1 NANCY GRAY AVENUE SHARP POINT DRIVE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 R15 STRIPPING PLAN NANCY GRAY AVENUE A. Reese N. Whitcomb 1"=50' Date Date Date Date Date Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R LINE MATCH STA 21+50 LINE MATCH STA 21+50 NORTH NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY STRIPING NOTES: PROPERTY PROPOSED BOUNDARY LOT LINE 4" SOLID WHITE LINE 4" BROKEN WHITE LINE 1 2 A PREFORMED PLASTIC PAVEMENT MARKING 1.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 2.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3.ALL LANE LINES FOR ASPHALT AND CONCRETE PAVEMENTS SHALL BE EPOXY PAINT PER TOWN OF WINDSOR STANDARDS AND SPECIFICATIONS. 4.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. 5.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 6.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 7.ALL SIGN POSTS SHALL BE INSTALLED ON TELESPAR TYPE PERFORATED POSTS WITH ANCHOR STUBS PER CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 8.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. 9.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 10.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 11.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 TOWN 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 STRIPING LEGEND: LIMIT R2-1 35 SPEED LIMIT R2-1 35 SHARP POINT DRIVE NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 R14 SIGNAGE PLAN A. Reese N. Whitcomb 1"=150' No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� LEGEND: PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) RIGHT-OF-WAY SIGNAGE NOTES: LOT LINE 1.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE LCUASS STANDARDS. 2.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. 3.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 4.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 5.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). 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. Call before you dig. R 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 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.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� C R12 B R12 D R12 E R12 F R12 G R13 A R12 H R13 CHECKED BY: City Engineer Water & Wastewater Utility Stormwater Utility Parks & Recreation Traffic Engineer Environmental Planner City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R R12 INTERSECTION DETAILS A. Reese A. Reese 1"=20' A INTERSECTION DETAIL R12 B INTERSECTION DETAIL R12 C INTERSECTION DETAIL R12 C R12 B R12 D INTERSECTION DETAIL R12 E INTERSECTION DETAIL R12 D R12 E R12 F R12 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) 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.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET LOT LINE EASEMENT SAWCUT LINE LINE PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 2.0% EXISTING SPOT ELEVATION (47.45) F INTERSECTION DETAIL R12 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� G R13 A R12 H R13 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R11 WALKALOOSA WAY ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' LEFT FLOWLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 17+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R10 R11 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 MATCH LINE R10 STA 17+50 CENTERLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R10 WALKALOOSA WAY ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' LEFT FLOWLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 17+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R10 R11 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 MATCH LINE STA 17+50 CENTERLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE WALKALOOSA WAY SCALE : 1" = 40' (H) 1" = 5' (V) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R9 PALOMINO COURT ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE CENTERLINE PALOMINO COURT SCALE : 1" = 40' (H) 1" = 5' (V) NORTH R9 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 LEFT FLOWLINE PALOMINO COURT SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE PALOMINO COURT SCALE : 1" = 40' (H) 1" = 5' (V) DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R8 PALOMINO DRIVE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 19+00 R7 R7 R8 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 CENTERLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE STA 19+00 R7 LOT 9 LOT 10 LOT 11 LOT 12 LOT 9 LOT 11 LOT 10 LOT 12 9' UTILITY EASEMENT 9' UTILITY EASEMENT NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R7 PALOMINO DRIVE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' LEFT FLOWLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 19+00 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 16+00 LINE MATCH STA 16+00 NORTH R7 R7 R8 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 MATCH LINE STA 19+00 CENTERLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE PALOMINO DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 4890 4895 4875 4880 4885 4890 4895 26+50 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 STA.=28+89.28 INV.= 4885.03 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R6 NANCY GRAY AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 26+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R4 R6 R5 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 MATCH LINE STA 26+50 R5 LEFT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R5 NANCY GRAY AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 26+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 17+50 R4 R6 R5 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 MATCH LINE STA 26+50 MATCH LINE STA 17+50 R4 LEFT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R R4 NANCY GRAY AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 17+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R4 R6 R5 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 MATCH LINE STA 17+50 LEFT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) 80 120 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. Call before you dig. R R3 MILES HOUSE AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) R1 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 25+00 R2 R3 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 LEFT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE STA 25+00 R2 4890 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 STA.=21+70.48 INV.= 4883.15 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4875 4880 4885 4890 4895 4875 4880 4885 4890 4895 19+00 20+00 21+00 22+00 23+00 24+00 25+00 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R2 MILES HOUSE AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) R1 LINE MATCH STA 25+00 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 19+00 R2 R3 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 LEFT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE STA 25+00 MATCH LINE STA 19+00 R1 4895 4875 4880 4885 4890 4895 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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. Call before you dig. R R1 MILES HOUSE AVENUE ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 19+00 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT ST PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. {7.SEE SHEETS R12-R13 FOR INTERSECTION DETAILS. 8.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R1 R2 R3 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 MATCH LINE STA 19+00 LEFT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE MILES HOUSE AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) 4900 4905 4910 4915 4920 4925 4930 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD UD1 PLAN & PROFILE VALLEY WALL UNDERDRAIN A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 VALLEY WALL UNDERDRAIN VALLEY WALL UNDERDRAIN 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY X CO X X X X E E X X S SS SS SS SS SS SS S LOT 2 LOT 3 GREAT WESTERN RAILROAD OUTLOT D FES 9-1 STA 11+35.97 N: 17199.91 E: 12835.50 FES 9 STA 10+00.00 N: 17111.70 E: 12938.97 STORM DRAIN 1 SEE SHEET ST1 4875 4880 4885 4890 4895 4900 4905 4910 4915 4920 4875 4880 4885 4890 4895 4900 4905 4910 4915 4920 11+50 11+00 10+00 9+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD ST5 PLAN & PROFILE STORM DRAIN LINS 8 & 9 A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 STORM DRAIN 9 STORM DRAIN LINE 8 STORM DRAIN LINE 9 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH STORM DRAIN 8 PROPOSED RIGHT-OF-WAY 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. 8.ALL FES LARGER THAN 24"%%C SHALL HAVE TRASH RACK INSTALLED (SEE DETAILS) W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 3-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 3-2 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-2 (5)-CDOT Type 13 Combination 24"x180" Inlet 5-2 (2)-CDOT Type 13 Combination 24"x73" Inlet 5-3 (1)-CDOT Type 13 Combination 24"x36" Inlet 6-1 (3)-CDOT Type 13 Combination 24"x110" E: 13785.87 MILES HOUSE AVENUE DRAKE ROAD WALKALOOSA WAY 24" W X X X G G G E 18" SS 18" SS X X X X X X X X X X X X X X X X S S S W W W F W LOT 12 LOT 13 LOT 14 INLET 7-1 STA 11+97.98 N: 15610.52 E: 12657.74 FES 7 STA 10+00.00 N: 15733.06 E: 12813.24 SANITARY LINE E SEE SHEET SS4 STORM DRAIN 5 SEE SHEET ST3 OFFICE COMPLEX OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT F HORSE STABLE CARGILL INC. 4890 4895 4900 4905 4910 4915 4920 4925 4930 4935 4890 4895 4900 4905 4910 4915 4920 4925 4930 4935 13+00 12+00 11+00 10+00 9+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD ST4 PLAN & PROFILE STORM DRAIN LINES 6 & 7 A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R STORM DRAIN LINE 6 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 6 PROPOSED RIGHT-OF-WAY 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. 8.ALL FES LARGER THAN 24"%%C SHALL HAVE TRASH RACK INSTALLED (SEE DETAILS) W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 3-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 3-2 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-2 (5)-CDOT Type 13 Combination 24"x180" Inlet 5-2 (2)-CDOT Type 13 Combination 24"x73" Inlet 5-3 (1)-CDOT Type 13 Combination 24"x36" Inlet 6-1 (3)-CDOT Type 13 Combination 24"x110" PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 7 X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS CO S BLOCK 4 LOT 16 LOT 1 LOT 2 LOT 3 LOT 8 LOT 9 LOT 10 LOT 11 STMH 5-5 STA 17+19.45 N: 15752.23 E: 13172.76 FES 5-6 STA 19+59.38 N: 15701.74 E: 12938.20 STMH 5-2 (FLAT-TOP) STA 13+11.83 N: 15988.83 E: 13489.67 INLET 5-3 STA 13+71.22 N: 15986.59 E: 13430.33 INLET 5-4 STA 14+21.22 N: 15952.79 E: 13393.48 FES 5 STA 10+00.00 N: 16209.33 E: 13710.17 MILES HOUSE AVENUE SANITARY LINE D SEE SHEET SS4 POND 215 HORSE STABLE PROPOSED RIGHT-OF-WAY 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. 8.ALL FES LARGER THAN 24"%%C SHALL HAVE TRASH RACK INSTALLED (SEE DETAILS) W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 3-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 3-2 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-2 (5)-CDOT Type 13 Combination 24"x180" Inlet 5-2 (2)-CDOT Type 13 Combination 24"x73" Inlet 5-3 (1)-CDOT Type 13 Combination 24"x36" Inlet 6-1 (3)-CDOT Type 13 Combination 24"x110" No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD ST3 PLAN & PROFILE STORM DRAIN LINES 5 A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R STORM DRAIN LINE 5 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 5 DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD PROPOSED RIGHT-OF-WAY 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. 8.ALL FES LARGER THAN 24"%%C SHALL HAVE TRASH RACK INSTALLED (SEE DETAILS) W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 3-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 3-2 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-2 (5)-CDOT Type 13 Combination 24"x180" Inlet 5-2 (2)-CDOT Type 13 Combination 24"x73" Inlet 5-3 (1)-CDOT Type 13 Combination 24"x36" Inlet 6-1 (3)-CDOT Type 13 Combination 24"x110" ST2 PLAN & PROFILE STORM DRAIN LINE 4 A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R STORM DRAIN LINE 4 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 4 SS SS FES 2-1 STA 11+26.19 N: 16731.04 E: 12627.14 FES 2 STA 10+00.00 N: 16826.14 E: 12710.09 MILES HOUSE AVENUE LOT 1 LOT 1 PALOMINO COURT NANCY GRAY AVENUE SANITARY LINE B SEE SHEET SS2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 12+00 11+00 10+00 9+00 8" SAN. STA.=10+53.08 INV.= 4881.58 8" SAN. STA.=10+78.19 INV.= 4880.59 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 8" SAN. STA.=10+92.18 INV.= 4884.97 SS SS SS SS SS SS SS SS SS SS CO CO CO S S S INLET 3-1 STA 10+62.58 N: 16598.43 E: 12303.14 INLET 3-2 STA 11+12.58 N: 16647.14 E: 12291.88 FES 3 STA 10+00.00 N: 16551.19 E: 12344.19 NANCY GRAY AVENUE BLOCK 2 STORM DRAIN 8 SEE SHEET SS? No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD PROPOSED RIGHT-OF-WAY 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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SLOTTED MANHOLE COVERS SHALL BE NEENAH R-2559, TYPE G, OR APPROVED EQUAL. 8.ALL FES LARGER THAN 24"%%C SHALL HAVE TRASH RACK INSTALLED (SEE DETAILS) W G T E/T/C EXISTING STORM SEWER ST PROPOSED ELEC/TELE/CABLE EXISTING TELEPHONE EXISTING GAS S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E W PROPOSED RESIDETIAL SERVICE PROPOSED AREA DRAIN INLET INLET SCHEDULE INLET ID TYPE NOMINAL SIZE Inlet 3-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 3-2 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-1 (3)-CDOT Type 13 Combination 24"x110" Inlet 4-2 (5)-CDOT Type 13 Combination 24"x180" Inlet 5-2 (2)-CDOT Type 13 Combination 24"x73" Inlet 5-3 (1)-CDOT Type 13 Combination 24"x36" Inlet 6-1 (3)-CDOT Type 13 Combination 24"x110" ST1 PLAN & PROFILE STORM DRAIN LINES 1, 2 & 3 A. Reese N. Whitcomb 1"=50' D�� D�� D�� D�� D�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: C�� E�� W�� & W�� U�� S�� U�� P�� & R�� T�� E�� E�� P�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R STORM DRAIN LINE 3 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN LINE 1 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN LINE 2 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN 1 STORM DRAIN 2 STORM DRAIN 3 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 8 LOT 10 LOT 11 LOT 8 PALOMINO DRIVE BLOCK 3 SSMH D6-4 STA 14+67.98 N: 16050.61 E: 12666.55 SSMH D6-3 STA 13+46.33 N: 15967.04 E: 12754.95 SSMH D6-2 STA 12+18.68 N: 15907.61 E: 12867.92 SSMH D6-1 STA 10+91.02 N: 15916.01 E: 12995.30 SSMH D6 STA 10+00.00 N: 15946.44 E: 13081.09 SANITARY LINE D SEE SHEET SS4 STORM DRAIN 5 SEE SHEET ST3 WALKALOOSA WAY SANITARY LINE C SEE SHEET SS2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 15+00 14+00 13+00 12+00 11+00 10+00 9+50 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 S W F W W 24" W 24" W 24" W 24" W 24" W W W W W W X X X X G G G G E E E E S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS LOT 14 DRAKE ROAD TRACT E HORSE AREA OFFICE COMPLEX OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT F SSMH E STA 10+00.00 N: 15290.64 E: 12687.00 SSMH E1 STA 12+58.76 N: 15549.39 E: 12687.00 HORSE STABLE STORM DRAIN 7 SEE SHEET ST4 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD SS5 PLAN & PROFILE SANITARY SEWER LINES D-6 & E A. Reese N. Whitcomb 1"=50' ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SAN. D6 SANITARY SEWER LINE E EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE D6 NORTH SAN. E C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS 24" W 24" W CO CO CO E E E S S S 18" SS 18" SS 18" SS BLOCK 4 LOT 15 LOT 16 LOT 4 LOT 5 LOT 6 LOT 7 LOT 10 LOT 9 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 PALOMINO DRIVE WALKALOOSA WAY MILES HOUSE AVENUE BLOCK 3 BLOCK 4 TRACT G SSMH D6-3 SSMH D7 STA 20+90.91 N: 16209.67 E: 12948.99 SSMH D6 STA 17+96.40 N: 15946.44 E: 13081.09 SSMH D5 STA 15+95.41 N: 15757.45 E: 13149.47 SSMH D4 STA 14+98.87 N: 15681.16 E: 13208.64 SSMH D3 STA 14+03.02 N: 15620.27 E: 13282.65 SSMH D2 STA 12+37.32 N: 15558.03 E: 13436.22 SSMH D1 STA 10+71.63 N: 15558.03 E: 13601.91 SSMH D STA 10+00.00 N: 15580.78 E: 13669.83 STORM DRAIN 5 SEE SHEET ST3 SANITARY LINE C2 SEE SHEET SS3 SANITARY LINE D6 SEE SHEET SS5 STORM DRAIN 6 SEE SHEET ST4 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD SS4 PLAN & PROFILE SANITARY SEWER LINE D A. Reese N. Whitcomb 1"=50' ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SAN. D SANITARY SEWER LINE D 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R 4875 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 14+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD SS3 PLAN & PROFILE SANITARY SEWER LINE C2 A. Reese N. Whitcomb 1"=50' ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SAN. C2 SANITARY SEWER LINE C2 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 WALKALOOSA WAY BLOCK 2 SSHM C6 STA 17+00.67 N: 16091.76 E: 12623.03 SSMH C5 STA 16+35.26 N: 16137.05 E: 12575.83 SSMH C4 STA 15+14.13 N: 16248.79 E: 12529.07 SSMH C3 STA 13+90.31 N: 16367.24 E: 12565.14 SSMH C2 STA 12+13.41 N: 16502.09 E: 12679.64 SSMH C1 STA 10+50.56 N: 16626.22 E: 12785.04 EXMH 8 STA 10+00.00 N: 16633.62 E: 12835.06 MILES HOUSE AVENUE STORM DRAIN 2 SEE SHEET ST1 SANITARY LINE B SEE SHEET SS2 STORM DRAIN 4 SEE SHEET ST2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. EXMH 8 STA 10+00.00 N: 16633.62 E: 12835.06 S S S S S S S W W W W W W W SS SS SS SS SS SS SS SS SS CO CO S S SS MILES HOUSE AVENUE BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 PALOMINO COURT TRACT A SSMH B3 STA 12+73.37 N: 16869.62 E: 12949.38 SSMH B2 STA 11+89.05 N: 16789.35 E: 12923.55 SSMH B1 STA 10+49.05 N: 16682.63 E: 12832.93 STORM DRAIN 2 SEE SHEET ST1 SANITARY LINE C SEE SHEET SS2 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 4870 4875 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD SS2 PLAN & PROFILE SANITARY SEWER LINES B & C A. Reese N. Whitcomb 1"=50' ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SAN. B SANITARY SEWER LINE B 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE C SAN. C C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R SS SS SS SS SS NANCY GRAY AVENUE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 6 TRACT H SSMH A6 STA 18+58.04 N: 17373.67 E: 11405.67 SSMH A5 STA 16+82.95 N: 17256.85 E: 11536.08 EXMH 15 STA 10+00.00 N: 16712.43 E: 11822.48 SSMH A4 STA 13+33.90 N: 16983.80 E: 11753.54 SSMH A1 STA 10+57.22 N: 16766.52 E: 11841.15 SSMH A2 STA 11+18.30 N: 16815.89 E: 11877.12 SSMH A3 STA 11+57.25 N: 16854.72 E: 11874.12 20' ALLEY BUCKING HORSE LANE YEARLING DRIVE FUTURE PARK 4885 4890 4895 4900 4905 4910 4915 4920 4925 4930 4885 4890 4895 4900 4905 4910 4915 4920 4925 4930 19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD SS1 PLAN & PROFILE SANITARY SEWER LINE A A. Reese N. Whitcomb 1"=50' ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 SAN. A SANITARY SEWER LINE A 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.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. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8.ALL SANITARY MANHOLES TO BE 4'%%C 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER ST PROPOSED ELECTRIC TRANSFORMER S W PROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED CURB STOP & METER PIT PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D LOT LINE EASEMENT LINE PROPOSED IRRIGATION CURB STOP & METER PIT IR PROJECT BOUNDARY EXISTING RIGHT OF WAY PROPOSED RESIDENTIAL WATER SERVICE W (SEE UTILITY DETAIL SHEETS) PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY C�� E�� D�� D�� D�� D�� D�� S�� U�� P�� & R�� T�� E�� D�� APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: W�� & W�� U�� C�� F�� C��, C�� UTILITY PLAN APPROVAL 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. Call before you dig. R UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U7 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S W W W W W W W W W W MILES HOUSE AVENUE TRACT C WORKING FARM BLOCK 4 BLOCK 5 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 WALKALOOSA WAY DRAKE ROAD 84' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK TRACT D EXISTING DETENTION POND 215 TRACT D EXISTING DETENTION POND 215 SIGHT DISTANCE EASEMENT TRACT G TRACT B FUTURE CITY PARK TRACT F SSMH D3 EXMH 1 SSMH D2 SSMH D1 SSMH D EXMH 2 EXMH 4 EXMH 3 STORM DRAIN 6 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST3 SANITARY LINE D SEE SHEET SS4 U7 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U8 MATCHLINE-SEE SHEET U4 MATCHLINE-SEE SHEET U6 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U5 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 X X X X X X X X S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W W W F W UD UD UD UD UD UD UD UD UD TRACT E HORSE AREA OFFICE COMPLEX BLOCK 2 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 7 LOT 8 LOT 9 BLOCK 3 PALOMINO DRIVE CARGILL INC. WALKALOOSA WAY DRAKE ROAD 84' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT F TRACT G LOT 1 TRACT F SSMH D6-4 SSMH D6-3 SSMH D6-2 SSMH D6-1 SSMH D6 SSMH D5 SSMH D4 STORM DRAIN 5 SEE SHEET ST3 SANITARY LINE D SEE SHEET SS4 SANITARY LINE D SEE SHEET SS4 STORM DRAIN 7 SEE SHEET ST4 HORSE STABLE U6 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U7 MATCHLINE-SEE SHEET U3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U4 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 80 120 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 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U8 MATCHLINE-SEE SHEET U4 MATCHLINE-SEE SHEET U7 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U6 U7 U8 U5 S S S S S W W W W W W W W W W W W W W W S W W W W W W W W S S S S S S W W W W W 9' UTILITY EASEMENT 9' UTILITY EASEMENT MILES HOUSE AVENUE TRACT B FUTURE CITY PARK TRACT C WORKING FARM BLOCK 3 LOT 1 LOT 2 LOT 5 LOT 6 LOT 7 BLOCK 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 3 BLOCK 4 PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY GREAT WESTERN RAILROAD TRACT B FUTURE CITY PARK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SIGHT DISTANCE EASEMENT TRACT A TRACT B FUTURE CITY PARK SSMH D6-4 SSHM C6 SSMH C5 SSMH D7 SSMH C2-1 SSMH B3 EXMH 9 SSMH B2 SSMH C2 EXMH 8 SSMH B1 SSMH C1 EXMH 7 EXMH 6 EXMH 5 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 4 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST3 SANITARY LINE B SEE SHEET SS2 SANITARY LINE C SEE SHEET SS2 SANITARY LINE C2 SEE SHEET SS3 SANITARY LINE C SEE SHEET SS2 SANITARY LINE D SEE SHEET SS4 U4 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U5 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U7 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U3 MATCHLINE-SEE SHEET U6 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U5 U6 U7 U8 U4 W W W W W W W W W W W S W W S W UD UD UD UD UD UD UD UD UD 9' UTILITY EASEMENT 9' UTILITY EASEMENT NANCY GRAY AVENUE BLOCK 3 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 11 LOT 12 LOT 13 BLOCK 2 LOT 12 LOT 13 PALOMINO DRIVE CARGILL INC. 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A FUTURE APARTMENTS TRACT F EXMH 16 EXMH 15 SSMH A1 SSMH A2 SSMH A3 EXMH 14 EXMH 13 EXMH 12 EXMH 11 EXMH 10 SSMH D6-4 SSHM C6 SSMH C5 SSMH C4 EXMH 9 SSMH C3 SSMH C2 SANITARY LINE A SEE SHEET SS1 STORM DRAIN 3 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 SANITARY LINE C2 SEE SHEET SS3 SANITARY LINE C SEE SHEET SS2 BLOCK 2 STORM DRAIN 8 SEE SHEET ST5 VALLEY WALL UNDERDRAIN SEE SHEET UD1 U3 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U4 MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U6 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U1 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S W W W W W W W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT MILES HOUSE AVENUE NANCY GRAY AVENUE BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 7 PALOMINO COURT PROSPECT INDUSTRIAL PARK GREAT WESTERN RAILROAD TRACT B FUTURE CITY PARK 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A FUTURE APARTMENTS TRACT A EXMH 12 EXMH 11 EXMH 10 SSMH B3 EXMH 9 SSMH B2 EXMH 8 SSMH B1 EXISTING MANHOLE PROPOSED RIM=4893.041 EXISTING MANHOLE PROPOSED RIM=4894.255 STORM DRAIN 9 SEE SHEET ST5 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 4 SEE SHEET ST2 SANITARY LINE B SEE SHEET SS2 SHARP POINT DRIVE U2 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U1 MATCHLINE-SEE SHEET U3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U4 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 BUCKING HORSE LANE W S W S S S S S S S S S S S W W W W W W W W W W NANCY GRAY AVENUE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 BLOCK 6 SIDEHILL-FILING ONE CARGILL INC. BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO TRACT H OUTLOT A FUTURE APARTMENTS EXMH 18 EXMH 17 SSMH A6 EXMH 16 SSMH A5 EXMH 15 SSMH A4 SSMH A1 SSMH A2 SSMH A3 EXMH 14 SANITARY LINE A SEE SHEET SS1 U1 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET U3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET U2 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD U1 U2 U3 U4 U5 U6 U7 U8 CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO SS SS SS SS SS SS SS E E E E E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S CO S SS SS SS SS SS SS SS SS SS SS SS 27" SS 18" SS 18" SS 18" SS 18" SS 18" SS 27" SS 27" SS 27" SS 27" SS 27" SS S S S S S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 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 S W W W W W W W W W W W W W W W S W S S S S S S S W W W W W W W S W S S S S S S S S S S S W W W W W W W W W W W F W W UD UD UD UD GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY FUTURE CITY PARK HORSE AREA OFFICE COMPLEX WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY ENVIRONMENTAL DR. PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO OUTLOT A FUTURE APARTMENTS BLOCK 1 BLOCK 2 BLOCK 5 BLOCK 4 BLOCK 2 SANITARY LINE A SEE SHEET SS1 SANITARY LINE C SEE SHEET SS2 SANITARY LINE B SEE SHEET SS2 EXISTING STORM DRAIN SANITARY LINE C2 SEE SHEET SS3 SANITARY LINE D6 SEE SHEET SS5 SANITARY LINE D SEE SHEET SS4 STORM DRAIN 3 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 7 SEE SHEET ST4 STORM DRAIN 4 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST3 STORM DRAIN 6 SEE SHEET ST4 EXISTING SANITARY LINE BLOCK 3 BLOCK 2 BLOCK 6 BLOCK 4 PROSPECT INDUSTRIAL PARK STORM DRAIN 9 SEE SHEET ST5 STORM DRAIN 8 SEE SHEET ST5 STORM DRAIN 7 SEE SHEET ST4 VALLEY WALL UNDERDRAIN SEE SHEET UD1 SANITARY LINE E SEE SHEET SS5 OU1 UTILITY PLAN OVERALL A. Reese N. Whitcomb 1"=150' NORTH ( IN FEET ) 1 inch = ft. 150 0 150 Feet 150 300 450 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 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 WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. {7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. }8.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. {9.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. } EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES F PROPOSED FIRE SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED FIRE DEPT. CONN. PROPOSED CURB & GUTTER FDC PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E G PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER KEYMAP DRAKE ROAD TIMBERLINE ROAD FOR REFERENCE ONLY. SEE 40 SCALE DRAWINGS FOR DETAILED INFORMATION. U1 U2 U3 U4 U5 U6 U7 U8 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 CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G7 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WALKALOOSA WAY MILES HOUSE AVENUE BLOCK 4 BLOCK 5 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 7 DRAKE ROAD 84' ROW FFE=88.73 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK SIGHT DISTANCE EASEMENT TRACT C WORKING FARM TRACT D EXISTING DETENTION POND 215 TRACT D EXISTING DETENTION POND 215 TRACT G TRACT B FUTURE CITY PARK TRACT F STORM DRAIN 6 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST3 52' {}-{} G7 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET G8 MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G6 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G5 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 7 LOT 8 LOT 9 BLOCK 3 DRAKE ROAD 84' ROW LOT 1 OFFICE COMPLEX 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT E HORSE AREA TRACT F TRACT G TRACT F FFE=26.04 FFE=24.67 FFE=23.50 HORSE STABLE FFE=92.74 52' {}-{} STORM DRAIN 7 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST3 G6 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET G7 MATCHLINE-SEE SHEET G3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G4 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G8 MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G7 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY G5 FUTURE CITY PARK TRACT C WORKING FARM TRACT B FUTURE CITY PARK TRACT A TRACT B FUTURE CITY PARK STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 4 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST3 GREAT WESTERN RAILROAD G4 GRADING PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G7 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G6 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G6 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G1 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY G3 40 0 40 Feet 40 80 120 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 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. Call before you dig. R MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G4 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL 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. Call before you dig. R MATCHLINE-SEE SHEET G3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET G2 KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0% PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION (47.45) PROPOSED FIRE HYDRANT PROPOSED ELECTRIC TRANSFORMER PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY S S S 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 S W W W W W W W W W W W W W W W S W S S S S S S S W W W W W W W S W S S S S S S S S S S S W W W W W W W W W W F W UD UD UD UD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S 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 S W W W W W W W W W W W W W W W S W S S S S S S S W W W W W W W S W S S S S S S S S S S S W W W W W W W W W W F W UD UD UD UD GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE WALKALOOSA WAY FUTURE CITY PARK HORSE AREA OFFICE COMPLEX WORKING FARM EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY ENVIRONMENTAL DR. PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO FUTURE APARTMENTS BLOCK 1 BLOCK 2 BLOCK 5 BLOCK 4 BLOCK 2 EXISTING STORM DRAIN STORM DRAIN 3 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST1 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 9 SEE SHEET ST5 STORM DRAIN 4 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST3 STORM DRAIN 6 SEE SHEET ST4 BLOCK 3 BLOCK 2 BLOCK 6 BLOCK 4 PROSPECT INDUSTRIAL PARK SHARP POINT DRIVE STORM DRAIN 8 SEE SHEET ST5 STORM DRAIN 7 SEE SHEET ST4 VALLEY WALL UNDERDRAIN SEE SHEET UD1 OG1 GRADING PLAN OVERALL NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R FOR REFERENCE ONLY. SEE 40 SCALE DRAWINGS FOR DETAILED INFORMATION. Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� LEGEND: NOTES: KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 76' ROW DRAKE ROAD MILES HOUSE AVENUE GREAT WESTERN RAILROAD EXISTING DETENTION POND 215 ENVIRONMENTAL DRIVE WATER / WASTE WATER TREATMENT FACILITY EXISTING 20' UTILITY EASEMENT EXISTING 10' WATER EASEMENT EXISTING 15' SANITARY EASEMENT AGGREGATE INDUSTRIES EX4 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese N. Whitcomb 1"=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. Call before you dig. R 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 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET EX2 MATCHLINE-SEE SHEET EX3 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. ORIGINAL FIELD SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003-02 DATE: MARCH 1, 2012 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) {Earth Engineering Consultants Inc. Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C DATE: July 19, 2012} KEYMAP DRAKE ROAD TIMBERLINE ROAD EX1 EX2 EX3 EX4 S S 18" SS 18" SS 18" SS 18" SS 18" SS S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS S EXISTING 76' ROW DRAKE ROAD MILES HOUSE AVENUE MILES HOUSE AVENUE CARGILL INC. EX. BARN EX. HOUSE EX. BLDG. 84' 52' ROW {}-{} EX3 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese N. Whitcomb 1"=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. Call before you dig. R 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 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET EX4 MATCHLINE-SEE SHEET EX2 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. ORIGINAL FIELD SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003-02 DATE: MARCH 1, 2012 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) {Earth Engineering Consultants Inc. Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C DATE: July 19, 2012} MATCHLINE-SEE SHEET EX1 KEYMAP DRAKE ROAD TIMBERLINE ROAD EX1 EX2 EX3 EX4 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese N. Whitcomb 1"=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. Call before you dig. R 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 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 EX1 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET EX4 MATCHLINE-SEE SHEET EX1 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. ORIGINAL FIELD SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003-02 DATE: MARCH 1, 2012 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) {Earth Engineering Consultants Inc. Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C DATE: July 19, 2012} MATCHLINE-SEE SHEET EX3 EX2 EX3 EX4 S S S S S S S S S S S S S S S S S S S CO S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EXISTING 76' ROW EXISTING 55' ROW EXISTING 55' ROW 36'%%P {}-{} NANCY GRAY AVENUE BUCKING HORSE LANE NANCY GRAY AVENUE GREAT WESTERN RAILROAD SIDEHILL - FILING ONE SIDEHILL - FILING ONE CARGILL, INC. MILES HOUSE AVENUE PERENDALE LANE DRYSDALE LANE CUTTING HORSE DRIVE YEARLING DRIVE EXISTING LOTS TO BE VACATED WITH BUCKING HORSE SECOND FILING PLAT BUCKING HORSE FILING ONE BUCKING HORSE FILING TWO SONGBIRD LANE EXISTING LOTS TO BE VACATED EXISTING LOTS TO BE VACATED EX1 DEMOLITION PLAN EXISTING CONDITIONS & A. Reese N. Whitcomb 1"=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. Call before you dig. R 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 NORTH ( IN FEET ) 1 inch = ft. 60 0 60 Feet 60 120 180 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� MATCHLINE-SEE SHEET EX2 MATCHLINE-SEE SHEET EX3 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. {THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249.} 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. ORIGINAL FIELD SURVEY BY: WASHBURN LAND SURVEYING, INC. WS PROJECT #2012-003-02 DATE: MARCH 1, 2012 EXISTING SANITARY SEWER SS EXISTING WATER W X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) {Earth Engineering Consultants Inc. Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C DATE: July 19, 2012} KEYMAP DRAKE ROAD TIMBERLINE ROAD EX1 EX2 EX3 EX4 facilities in the development. 19. All recommendations of the preliminary Final Drainage and Erosion Control Report for Bucking Horse-Filing Two dated October 31, 2012by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer 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: City of Fort Collins benchmark 4-07 Southwest corner of Timberline Road and Bear Mountain Drive, due north of the new police building on the southwest corner of a catch basin. Elevation=4939.66 City of Fort Collins benchmark 17-92 300 feet south of the southwest corner of East Drake Road and Timberline Road, in the top of Irrigation Structure. Elevation=4935.51 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: a. N/A b. 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 priorto 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 and Erosion Control Report for Bucking Horse-Filing Two dated October 31, 2012by 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 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. 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 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. Call before you dig. R No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� 141 S. College Avenue, Suite 104 Fort Collins, CO 80524 (970) 484-8855 Bucking Horse, LLC Gino Campana 3702 Manhatten Ave., Suite 201 Fort Collins, CO 80526 (970) 229-5900 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 Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 E N G I N E E R I N G � � � � � � �� PLANNER/ LANDSCAPE ARCHITECT 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"=1500' GEOTECHNICAL ENGINEER DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR TRAFFIC ENGINEER BENCHMARK #1: City of Fort Collins Benchmark 4-07 Elevation= 4939.66 BENCHMARK #2: City of Fort Collins Benchmark 17-92 Elevation= 4935.51 Basis of Bearings The south line of the southwest one-quarter of Section 20, Township 7 North, Range 68 West of the 6th Principal Meridian, monumented on the west end by a 2.5" aluminum cap in range box marked "City of Fort Collins 2001 LS 17497" and on the east end by a 3.25" aluminum cap in a range box marked "JR Engineering 2005 PLS 37963", which, according to the Plat of Sidehill - Filing Two, bears S89�26'35"E a distance of 2641.77'. Washburn Land Surveying, Inc. WS Project No. 2012-003 Date: February 24, 2012 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc Geotechnical Exploration Report Bucking Horse Development - Southeast Project No. 1122025C Date: July 19, 2012 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: 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 FILING TWO 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. Call before you dig. R russell mills studios + Wahburn Land Surveying, Inc. Chad Washburn, PLS 3621 Muskrat Creek Drive Fort Collins, Colorado 80528 (970) 232-9645 GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 WASTEWATER--City of Fort Collins Utilities----------- Roger Buffington (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Glen Schlueter (970) 221-6700 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 TRAFFIC & TRANSPORTATION ENGINEERING Earth Engineering Company, Inc. Lester Litton, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: OCT. 31, 2012 PROJECT: 687-002 Sheet Of 68 Sheets - F�� T�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 200 S�� C�� A��, S�� 010 10/31/12 F�� C��, C�� 80524 E N G I N E E R I N G � � � � � � �� PHONE: 970.221.4158 FAX: 970.221.4159 ��.��.�� OUTLOTS A AND B, LOTS 8-12 BLOCK 6, BLOCK 7-8 AND 14-17 AND 19, SIDEHILL FILING - TWO CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. SHEET INDEX COVER SHEET EXISTING CONDITIONS GRADING SHEETS OVERALL GRADING PLAN UTILITY SHEETS OVERALL UTILITY PLAN OG1 OU1 GENERAL & CONSTRUCTION NOTES SANITARY SEWER LINE A PLAN & PROFILE SS1 STORM DRAIN LINES 1, 2 & 3 PLAN & PROFILE ST1 CS1 CS2 EXISTING CONDITIONS & DEMOLITION PLANS EX1-EX4 PAVING SHEETS SANITARY SEWER LINES B & C PLAN & PROFILE SS2 PV1-PV2 PRIVATE PAVING PLANS ROADWAY SHEETS ROADWAY PLAN & PROFILE MILES HOUSE AVENUE R1-R3 SANITARY SEWER LINE C2 PLAN & PROFILE SS3 ROADWAY PLAN & PROFILE NANCY GRAY AVENUE R4-R6 STORM DRAIN LINE 4 PLAN & PROFILE ST2 U1-U8 UTILITY PLANS SANITARY SEWER LINE D PLAN & PROFILE SS4 SANITARY SEWER LINES D5 & D6 PLAN & PROFILE SS5 STORM DRAIN LINE 5 PLAN & PROFILE ST3 STORM DRAIN LINES 6 & 7 PLAN & PROFILE ST4 ROADWAY PLAN & PROFILE PALOMINO DRIVE R7-R8 ROADWAY PLAN & PROFILE PALOMINO COURT R9 ROADWAY PLAN & PROFILE WALKALOOSA WAY R10-R11 R12-R13 INTERSECTION DETAILS R14 SIGNAGE PLAN DRAINAGE EXHIBIT DR1 OVERALL DRAINAGE EXHIBIT DETAIL SHEETS D1-D4 UTILITY DETAILS D7-D8 ROADWAY DETAILS D5-D6 DRAINAGE DETAILS D9 PRIVATE SITE DETAILS D10 GRADING DETAILS G1-G8 GRADING PLANS STORMWATER MANAGEMENT PLAN SWMP1-SWMP5 STORMWATER MANAGEMENT PLANS STORM DRAIN LINES 8 & 9 SWMP6-SWMP7 STORMWATER MANAGEMENT DETAILS PLAN & PROFILE ST5 VALLEY WALL UNDERDRAIN PLAN & PROFILE UD1 STRIPING PLAN NANCY GRAY AVENUE R15 STRIPING PLAN MILES HOUSE DRIVE R16