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Home My WebLink AboutBUCKING HORSE SECOND FILING - PDP - PDP120022 - MAPS/GRAPHICS - 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 JULY, 2012 UTILITY PLANS FOR OUTLOTS A AND B, BLOCK 6-8 AND 14-17 AND 19, SIDEHILL FILING - TWO, TOGETHER WITH THE RIGHTS-OF-WAY OF PERENDALE LANE, DRYSDALE LANE, SONG BIRD LANE AND THAT PORTION OF YEARLING DRIVE LYING SOUTHERLY AND EASTERLY OF GOOSEBERRY LANE AND THAT PORTION OF CUTTING HORSE DRIVE LYING SOUTHERLY AND EASTERLY OF GOOSEBERRY LANE, AS DEDICATED ON THE PLAT OF SIDEHILL FILING - TWO, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONTACT INFORMATION 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 S S S 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 CO CO CO CO E E X S S S S S S SS SS EXISTING 76' ROW MILES HOUSE AVENUE GREAT WESTERN RAILROAD EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT PROSPECT INDUSTRIAL PARK PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY 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 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 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 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 BUCKING HORSE LANE NANCY GRAY AVENUE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 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 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 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 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 9' UTILITY EASEMENT 9' UTILITY EASEMENT 8" SAN. SEWER 8" SAN. SEWER 8" SAN. SEWER 8" SAN. SEWER 8" SAN. SEWER 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 X X X X X X X X X X X X X X X X X X X 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 U5 UTILITY PLAN A. Reese N. Whitcomb 1"=40' NORTH ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 City Engineer Date 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 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 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 U8 X X X X X X X X X X X X X X X E E E E E S W S 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 X X X X X X X X X X X X X X GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY OFFICE COMPLEX DOG W W W W W W W W W STOCKPILE WV BUCKING HORSE LANE NANCY GRAY AVENUE SIDEHILL-FILING ONE CARGILL INC. 76' ROW 50' {}-{} BUCKING HORSE FIRST FILING 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 FIRST FILING BUCKING HORSE SECOND FILING 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT H OUTLOT A 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: X X X X 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 76' ROW 50' {}-{} 30' 71' {}-{ROW } 76' ROW 50' {}-{} 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 TRACT A G2 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 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DOG PARK X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY MILES HOUSE AVENUE 30' 71' {}-{ROW } 76' ROW 50' {}-{} 53' 30' {}ROW -{} 53' ROW 30' {}-{} 76' ROW 50' {}-{} 53' 30' {}ROW -{} 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 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 AGGREGATE FFE=87.83 INDUSTRIES TRACT B FUTURE CITY PARK TRACT C WORKING FARM TRACT D EXISTING DETENTION POND 215 G5 GRADING PLAN A. Reese X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OFFICE COMPLEX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AGGREGATE INDUSTRIES GREAT WESTERN RAILROAD ENVIRONMENTAL DRIVE 57' ROW AGGREGATE INDUSTRIES OUTLOT B HORSE STABLE & RIDING AREA TRACT D EXISTING DETENTION POND 215 EXISTING 20' UTILITY EASEMENT EXISTING 10' WATER EASEMENT EXISTING 15' SANITARY EASEMENT 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: CHECKED BY: X STOCKPILE X X X X X X X X X X X X X X SF SF SF SF RP SF SF WD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X IP IP IP IP IP IP IP IP IP 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 EC2 EROSION CONTROL DETAILS A. Reese N. Whitcomb 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 EC3 EROSION CONTROL DETAILS A. Reese N. Whitcomb 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 MILES HOUSE AVENUE PALOMINO COURT (SEE SHEET R9) PALOMINO DRIVE (SEE SHEET R7) 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 NANCY GRAY AVENUE (SEE SHEET R6) NANCY GRAY AVENUE (SEE SHEET R5) 9' UTILITY EASEMENT 9' UTILITY EASEMENT ∆ ∆ SIGHT DISTANCE EASEMENT TRACT A TRACT B FUTURE CITY PARK TRACT D 4875 4880 4885 4890 4895 4900 4905 4875 4880 4885 4890 4895 4900 4905 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 X X X X X X X X X X X X X X X X X X X X X X 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 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 4875 4880 4885 4890 4895 4900 4905 4875 4880 E E E E E DRAKE ROAD MILES HOUSE AVENUE APPALOOSA WAY (SEE SHEET R11) 50' {}-{} 76' ROW 5' SIDEWALK 5' SIDEWALK LOT 7 LOT 12 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT D EXISTING DETENTION POND #215 ∆ SIGHT DISTANCE EASEMENT TRACT F 4870 4875 4880 4885 4890 4895 4900 4870 4875 4880 4885 4890 4895 4900 25+00 26+00 27+00 28+00 29+00 30+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 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 W W 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 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 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 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) X X X X X X X X X X X X X X MILES HOUSE AVENUE (SEE SHEET R1) NANCY GRAY AVENUE 50' {}76' -{} ROW 5' SIDEWALK 5' SIDEWALK LOT 1 LOT 2 LOT 3 BLOCK 2 9' UTILITY EASEMENT 9' UTILITY EASEMENT DOG PARK ∆ OUTLOT A 4880 4885 4890 4895 4900 4905 4910 4915 4880 4885 4890 4895 4900 4905 4910 4915 17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+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 R5 NANCY GRAY AVENUE X X X X X X X E E X X D MILES HOUSE AVENUE (SEE SHEET R1) NANCY GRAY AVENUE 76' 50' ROW {}-{} 5' SIDEWALK 5' SIDEWALK GREAT WESTERN RAILROAD BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 1 ∆ OUTLOT A TRACT D 4875 4880 4885 4890 4895 4900 4905 4910 4875 4880 4885 4890 4895 4900 4905 4910 24+00 25+00 26+00 27+00 28+00 29+00 29+50 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' APPALOOSA 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 4905 4910 4880 4885 4890 4895 4900 4905 4910 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 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 4880 4885 4890 4895 4900 4905 4910 4880 4885 4890 4895 4900 4905 4910 19+00 20+00 21+00 22+00 22+50 APPALOOSA WAY (SEE SHEET R10) PALOMINO DRIVE APPALOOSA 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 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 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 4875 4880 4885 4890 4895 4900 4905 4875 4880 4885 4890 4895 4900 4905 9+75 10+00 11+00 12+00 13+00 13+25 ( 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 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 APPALOOSA WAY PALOMINO DRIVE (SEE SHEET R7) PALOMINO DRIVE (SEE SHEET R8) 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 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT ∆ 4875 4880 4885 4890 4895 4900 4905 4910 4875 4880 4885 4890 4895 4900 4905 4910 9+75 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 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 APPALOOSA WAY ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' MILES HOUSE AVENUE (SEE SHEET R3) APPALOOSA WAY PALOMINO DRIVE 30' 53' {}ROW -{} 4.5' SIDEWALK 4.5' SIDEWALK LOT 16 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 9' UTILITY EASEMENT 9' UTILITY EASEMENT ∆ SIGHT DISTANCE EASEMENT TRACT F TRACT G 4875 4880 4885 4890 4895 4900 4905 4910 4875 4880 4885 4890 4895 4900 4905 4910 17+50 18+00 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 R11 APPALOOSA WAY ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� XS3 MILES HOUSE AVENUE ROADWAY CROSS SECTIONS A. Reese A. Reese 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY A4 A5 A2 A3 B C5 D5 F3 F1 F2 D3 D4 C1 C2 A1 C3 C4 A4 0.28 ac. B 1.16 ac. C5 4.54 ac. A5 0.37 ac. C4 1.70 ac. C3 2.05 ac. C2 C1 1.16 ac 6.94 ac. A3 7.46 ac. F1 4.36 ac. D3 2.20 ac. D4 0.52 ac. A2 1.82 ac. D5 4.36 ac. F3 1.15 ac. F2 0.50 ac. OS1 0.84 ac. OS2 1.46 ac. E 5.42 ac. OS3 1.13 ac. D2 D1 5.34 ac. D2 1.46 ac. D1 E OS4 0.05 ac. OS3 OS4 OS2 OS1 G 20.55 ac. G A A ENVIRONMENTAL DRIVE FUTURE CITY PARK HORSE AREA OFFICE COMPLEX WORKING FARM DOG PARK EXISTING DETENTION POND 215 BUCKING HORSE FIRST FILING PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES HORSE STABLES & RIDING AREA CARGILL, INC. SIDEHILL - FILING ONE A1 2.92 ac. DR1 DRAINAGE EXHIBIT OVERALL A. Reese A. Reese 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 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 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' 1"=20' 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' 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' APPALOOSA 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R10 R11 MATCH LINE R10 STA17+50 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 APPALOOSA 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R10 R11 MATCH LINE R11 STA 17+50 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 DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 19+00 R7 R7 R8 MATCH LINE STA 19+00 R7 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 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' CENTERLINE 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 MATCH LINE STA19+00 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 NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 24+00 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R4 R6 R5 MATCH LINE STA24+00 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 ROADWAY PLAN & PROFILE A. Reese N. Whitcomb 1"=40' CENTERLINE NANCY GRAY AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 24+00 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 17+50 R4 R6 R5 MATCH LINE STA17+50 R4 MATCH LINE STA 24+00 R6 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 LINE MATCH STA 17+50 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R4 R6 R5 MATCH LINE STA 17+50 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 KEYMAP DRAKE ROAD TIMBERLINE ROAD No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 25+00 R2 R3 MATCH LINE STA 25+00 R2 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 4885 4890 4895 4900 4905 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE LINE MATCH STA 19+00 R2 R3 MATCH LINE STA 19+00 R1 MATCH LINE STA25+00 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT SAWCUT LINE LINE EXISTING LOT LINE R1 R2 R3 MATCH LINE STA19+00 R2 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 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 003 EC3 004 EC3 005 EC3 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 006 EC3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 EC2 001 EC2 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� NOT TO SCALE SEDIMENT TRAP & SEDIMENT BASIN %SEDIMENT TRAP - CROSS SECTION OF OUTLET USE ONE SEDIMENT TRAP PER MAJOR DRAINAGE BASIN OR OUTFALL POINT. USE ONLY FOR TREATMENT OF ONSITE RUNOFF. NEVER CONSTRUCT A SEDIMENT TRAP ON A FLOWING STREAM OR IN WETLANDS. TRAPS SHOULD NOT BE LOCATED CLOSER THAN 20 FEET FROM A PROPOSED BUILDING FOUNDATION OR EDGE OF ROAD. A RECTANGULAR AND SHALLOW TRAP, WITH A LENGTH-TO-WIDTH RATIO OF 2:1 OR GREATER IS RECOMMENDED. MAXIMUM EMBANKMENT HEIGHT SHALL BE 5 FEET MEASURED ON THE DOWNSTREAM SIDE. THE MINIMUM TOP EMBANKMENT WIDTH SHALL BE 4 FEET. SIDE SLOPES FOR THE EMBANKMENT AND THE EXCAVATED AREAS SHALL BE 2:1 OR FLATTER. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIAL. INLETS TO SEDIMENT TRAP SHALL ENTER AT THE FURTHEST DISTANCE TO OUTLET DESIGNED SO AS NOT TO ERODE SIDE SLOPES OF SEDIMENT BASIN. {SEDIMENT TRAP NOTES: }1. 2. 3. 4. 5. 6. 7. 8. SEDIMENT TRAPS, ALONG WITH OTHER PERIMETER CONTROLS, SHALL BE INSTALLED BEFORE ANY LAND DISTURBANCE TAKES PLACE IN THE DRAINAGE AREA. THE AREA UNDER THE EMBANKMENT SHALL BE CLEARED AND STRIPPED OF ANY VEGETATION AND ROOTS. A GEOTEXTILE SHOULD BE PLACED AT THE STONE-SOIL INTERFACE TO ACT AS A SEPARATOR. {INSTALLATION NOTES: }1. 2. 3. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN THE WET STORAGE VOLUME IS REDUCED BY HALF. SEDIMENTS REMOVED MUST BE PROPERLY DISPOSED. THE CONTRACTOR SHALL INSPECT SEDIMENT TRAP EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT; ROCKS CLOGGED WITH SEDIMENT SHALL BE CLEANED OR REPLACED. SEDIMENT TRAPS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREAS ARE STABILIZED AND ACCEPTED BY THE CITY. IF SEDIMENT TRAPS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABLIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }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{SEDIMENT BASIN NOTES: }1. 2. 3. 4. 5. 6. 7. 8. 9. 10. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. {MAINTENANCE NOTES: }1. 2. 3. 4. ORIGINAL GROUND ELEV. ORIGINAL GROUND ELEV. 4' MAX 1/2"-3/4" COURSE AGGREGATE 4"-8" RIPRAP GEOTEXTILE 1800 FT /AC DRY STORAGE 3 1800 FT /AC WET STORAGE 3 EMBANKMENT HEIGHT VARIABLE VARIABLE VARIABLE 1' 1' 4"-8" RIPRAP 1/2"-3/4" COURSE AGGREGATE GEOTEXTILE EMBANKMENT EXCAVATED AREA %SEDIMENT TRAP - OUTLET (PERSPECTIVE VIEW) ORIGINAL GROUND ELEV. 4' MAX 1800 FT /AC DRY STORAGE 3 1800 FT /AC WET STORAGE 3 H=1' MIN 1' EMBANKMENT PRINCIPAL OUTLET OUTLET PIPE CREST OF EMERGENCY SPILLWAY LENGTH (FT) = 1.5 x DRAINAGE AREA (AC) THE RISER SHALL BE FIRMLY ANCHORED TO PREVENT FLOTATION. SPILLWAY SHALL BE DESIGN SO THAT EMBANKMENT FAILURE WILL NOT OCCURE IN A 100-YR EVENT 9' MAX. ST 003 EC2 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 EC2 EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS IP IP IP IP RP RP RP VTC CWA ST ST ST SF SF SF SF SF SF SF SF SF SF WD WD WD WD WD WD WD WD VTC VTC NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY FUTURE CITY PARK HORSE AREA WORKING FARM DOG PARK EXISTING DETENTION POND 215 CARGILL INC. HORSE STABLE & RIDING FACILITY PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES RP IP OFFICE COMPLEX DRAKE ROAD ENVIRONMENTAL DRIVE GREAT WESTERN RAILROAD C WA BUCKING HORSE FIRST FILING BUCKING HORSE SECOND FILING BLOCK 3 BLOCK 1 BLOCK 2 BLOCK 4 BLOCK 5 BLOCK 2 BLOCK 6 IP 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 EC1 EROSION CONTROL PLAN A. Reese N. Whitcomb 1"=150' 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.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.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 3.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE STABILIZATION METHODS. { 4.SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET CS2, AS WELL AS DETAILS ON SHEET EC2 & EC3.} GENERAL NOTES: VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SF SWALE WATTLE DIKE SEDIMENT TRAP ST WD RP SF IP W5 CWA VTC No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� KEYMAP DRAKE ROAD TIMBERLINE ROAD EC1 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 (FUTURE CITY PARK). 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 EROSION CONTROL NOTES: 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X APPALOOSA WAY MILES HOUSE AVENUE 53' 30' ROW {}-{} BLOCK 4 BLOCK 5 LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 7 50' {}-{} 76' ROW DRAKE ROAD 84' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK FFE=87.83 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) PALOMINO DRIVE CARGILL INC. 53' 30' {}ROW -{} 53' 30' {ROW }-{} 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 DRAKE ROAD 84' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' SIDEWALK OFFICE BUILDING 1 FFE=4923.50 OFFICE BLDG 2 OFFICE BLDG 3 FFE= 4926.04 FFE=4924.67 TRACT E HORSE AREA TRACT F TRACT G TRACT F LOT 1 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) G5 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT FFE=87.83 SIGHT DISTANCE EASEMENT TRACT B FUTURE CITY PARK TRACT C WORKING FARM TRACT B FUTURE CITY PARK TRACT A TRACT B FUTURE CITY PARK 5' DRAINAGE EASEMENT 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) X X X X X X X X X X PALOMINO DRIVE NANCY GRAY AVENUE CARGILL INC. 76' ROW 50' {}-{} 76' ROW 50' {}-{} 53' 30' {}ROW -{} 53' 30' {}ROW -{} 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 TRACT F 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: 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) G3 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) 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 G3 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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.) PARK PROSPECT INDUSTRIAL PARK CARGILL INC. ENVIRONMENTAL DR. WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES BUCKING HORSE FIRST FILING BUCKING HORSE SECOND FILING TRACT B FUTURE CITY PARK TRACT E HORSE AREA TRACT C WORKING FARM TRACT D EXISTING DETENTION POND 215 OUTLOT B HORSE STABLE & RIDING FACILITY TRACT A OUTLOT A TRACT H TRACT G TRACT F OG1 GRADING 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 FOR REFERENCE ONLY. SEE 40 SCALE DRAWINGS FOR DETAILED INFORMATION. No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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: 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.) KEYMAP DRAKE ROAD TIMBERLINE ROAD G1 G2 G3 G4 G5 G6 G7 G8 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 S W 8" SAN. SEWER 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 APPALOOSA WAY DRAKE ROAD 84' ROW 50' {}-{} 76' ROW 53' 30' 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 76' ROW 50' {}-{} 53' 30' ROW {}-{} X X X X X X X X X X X X X X X S W 8" SAN. SEWER 8" SAN. SEWER 8" SAN. SEWER 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. APPALOOSA WAY DRAKE ROAD 84' ROW 53' 30' {}ROW -{} 53' 30' {ROW }-{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 8" SAN. SEWER 6' SIDEWALK OFFICE BUILDING 1 OFFICE BLDG 2 OFFICE BLDG 3 TRACT F TRACT G LOT 1 TRACT F 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 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 APPALOOSA WAY 30' 71' {}-{ROW } 76' ROW 50' {}-{} 53' 30' {}ROW -{} GREAT WESTERN RAILROAD 53' ROW 30' {}-{} 76' ROW 50' {}-{} 53' 30' {}ROW -{} 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 X X X X X X X X X X X X X X X X X X W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 8" SAN. SEWER 8" SAN. SEWER NANCY GRAY AVENUE DOG PARK 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 76' ROW 50' {}-{} 76' ROW 50' {}-{} 53' 30' {}ROW -{} 8" SAN. SEWER CARGILL INC. 53' 30' {}ROW -{} 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A TRACT F 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 53' 30' {ROW }-{} SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 8" SAN. SEWER MILES HOUSE AVENUE NANCY GRAY 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 76' ROW 50' {}-{} 30' 71' {}-{ROW } 76' ROW 50' {}-{} TRACT B FUTURE CITY PARK 30' SANITARY SEWER EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT OUTLOT A TRACT A 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 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. 76' ROW 50' {}-{} 8" SAN. SEWER 8" SAN. SEWER BUCKING HORSE FIRST FILING BUCKING HORSE SECOND FILING TRACT H OUTLOT A 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 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 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 X X X X X X X X X X X X X X X X X X X X X 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 S W W GREAT WESTERN RAILROAD DRAKE ROAD NANCY GRAY AVENUE NANCY GRAY AVENUE MILES HOUSE AVENUE PALOMINO DRIVE PALOMINO COURT PALOMINO DRIVE APPALOOSA WAY TRACT B FUTURE CITY PARK TRACT E HORSE AREA OFFICE COMPLEX TRACT C WORKING FARM DOG PARK TRACT D EXISTING DETENTION POND 215 CARGILL INC. OUTLOT B HORSE STABLE & RIDING FACILITY ENVIRONMENTAL DR. PROSPECT INDUSTRIAL PARK WATER / WASTE WATER TREATMENT FACILITY AGGREGATE INDUSTRIES BUCKING HORSE FIRST FILING BUCKING HORSE SECOND FILING TRACT A OUTLOT A TRACT H TRACT G TRACT F BLOCK 3 BLOCK 1 BLOCK 2 BLOCK 5 BLOCK 4 BLOCK 2 BLOCK 6 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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. 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 S EXISTING 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 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 PROPERTY 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 E S S S S 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 EXISTING 9' UTILITY EASEMENT EXISTING 9' EXISTING UTILITY EASEMENT 9' UTILITY EASEMENT C ARGILL 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 PROPERTY 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 PROPERTY 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 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 EXISTING 76' ROW EXISTING 55' ROW EXISTING 55' ROW 36'%%P {}-{} NANCY GRAY AVENUE BUCKING HORSE LANE NANCY GRAY AVENUE EXISTING 9' UTILITY EASEMENT EXISTING 9' UTILITY EASEMENT GREAT WESTERN RAILROAD SIDEHILL FILING ONE SIDEHILL FILING ONE CARGILL, INC. MILES HOUSE AVENUE PERENDALE LANE (EXISTING 50' ROW TO BE VACATED) DRYSDALE LANE (EXISTING 50' ROW TO BE VACATED) CUTTING HORSE DRIVE (EXISTING 50' ROW TO BE VACATED) YEARLING DRIVE (EXISTING 50' ROW TO BE VACATED) EXISTING LOTS TO BE VACATED WITH BUCKING HORSE SECOND FILING PLAT BUCKING HORSE FIRST FILING BUCKING HORSE SECOND FILING SONGBIRD LANE (EXISTING 50' ROW 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� 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 PROPERTY 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 Drainage and Erosion Control Report for Bucking Horse-Second Filing dated July 25th, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer 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 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 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 Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins 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 Drainage and Erosion Control Report for Bucking Horse-Secong Filing dated July 25th, 2012 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort 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: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� PROJECT TEAM: Russell + Mills Studios Craig Russell, RLA, ASLA 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 SECOND FILING SHEET INDEX COVER SHEET EXISTING CONDITIONS GRADING SHEETS OVERALL GRADING PLAN UTILITY SHEETS OVERALL UTILITY PLAN DRAINAGE EXHIBITS OG1 OU1 DR1 GENERAL & CONSTRUCTION NOTES CS1 CS2 EXISTING CONDITIONS & DEMOLITION PLANS EX1-EX4 OVERALL DRAINAGE EXHIBIT 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 EROSION CONTROL EC1 EROSION CONTROL PLAN EC2-EC3 EROSION CONTROL DETAILS Earth Engineering Company, Inc. Lester Litton, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 U1-U8 UTILITY PLANS G1-G8 GRADING PLANS No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 25, 2012 PROJECT: 687-002 Sheet Of 42 Sheets - �� F�� T�� N�� E�� S��, I��. �� P�� E�� N�� E�� S��, I��. NOT FOR CONSTRUCTION CHECK-SET 07/25/12 200 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 ��.��.�� ROADWAY SHEETS ROADWAY PLAN & PROFILE MILES HOUSE AVENUE R1-R3 ROADWAY PLAN & PROFILE NANCY GRAY AVENUE R4-R6 ROADWAY PLAN & PROFILE PALOMINO DRIVE R7-R8 ROADWAY PLAN & PROFILE APPALOOSA WAY R10-R11 ROADWAY PLAN & PROFILE PALOMINO COURT R9 ROADWAY CROSS SECTIONS MILES HOUSE AVENUE XS3-XS4 ROADWAY CROSS SECTIONS NANCY GRAY AVENUE XS1-XS2