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Home My WebLink AboutFOX GROVE PHASE 2 - FDP190023 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT RD. I-25 MULBERRY ST. CARRIAGE PKWY SUNCHASE DR. KITCHELL WAY LOCAL RESIDENTIAL (53' ROW ) FOX GROVE DRIVE VIXEN DRIVE NICKS TAIL DRIVE ROLLINS DEN DRIVE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R OCTOBER 2019 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: 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. Stephanie Thomas, PE 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN PLANNER/LANDSCAPE ARCHITECT I hereby affirm that these final Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT Boxelder Sanitation District Construction Notes The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the full document shall take precedence. 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X D MH SMH 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 VAULT ELEC LOD LOD LOD LOD LOD LOD LOD UD UD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S LOD LOD LOD W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E SB SB SB SB E SB SB SS SS SS SS SS SS SS SS SS MH MH S S S S W W W W W UD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S UD STORM LINE 3 SEE SHEET C2.03 STMH 1-1 STA 10+29.56 N: 126857.15 E: 216524.16 STMH 1-4 STA 14+45.93 N: 126859.36 E: 216940.47 STMH 1-5 STA 15+10.15 N: 126923.57 E: 216940.87 INLET 1-2 STA 11+67.85 N: 126854.80 E: 216662.44 INLET 1-3 STA 11+97.85 N: 126854.62 E: 216692.44 INLET 1-5.1 INV. OUT=4919.65 (E) FG=4924.14 INLET 1-6 STA 15+38.93 N: 126933.90 E: 216967.74 FES 1-1 STA 10+00.00 N: 126832.58 E: 216507.74 29.56 LF 30" RCP @ 0.15% 138.30 LF 30" RCP @ 0.15% 30.00 LF 24" RCP @ 0.15% 248.08 LF 24" RCP @ 0.15% 64.21 LF 30"x19" HORIZONTAL ELLIPTICAL RCP @ 0.15% 28.79 LF 23"x14" HORIZONTAL ELIPITCAL RCP @ 0.15% 5.00 LF 18" RCP @ 0.15% NICKS TAIL DRIVE ROLLINS DEN DRIVE VIXEN DR LOT 6 LOT 18 LOT 8 LOT 41 LOT 14 LOT 15 LOT 16 LOT 17 LOT 20 LOT 21 LOT 38 LOT 39 LOT 36 SS SS SS SS SS SS SS SS STMH (7' DIA.) 2-1 STA 10+85.14 N: 126405.44 E: 216714.14 ST 2-2 STA 12+52.45 N: 126404.41 E: 216881.44 FES 2 STA 10+00.00 N: 126382.46 E: 216632.16 85.14 LF 30" RCP @ 0.75% 167.31 LF 24" RCP @ 0.50% FOX GROVE DR STORM LINE 2S SEE SHEET C2.04 STORM LINE 2N SEE SHEET C2.04 UNDERDRAIN SEE SHEET C2.05 OUTLOT B DRAINAGE & ACCESS EASEMENT LOT 31 LOT 30 LOT 29 LOT 28 LOT 3 LOT 2 LOT 1 LOT 32 LOT 47 INLET 2-1N STA 10+31.33 N: 126430.31 E: 216733.21 31.33 LF 24" RCP @ 2.00% STMH (7' DIA.) 2-1 STA 10+00.00 N: 126405.44 E: 216714.14 FOX GROVE DR STORM LINE 2 SEE SHEET C2.04 STORM LINE 2S SEE SHEET C2.04 379.24 LF 4" PVC @ 0.20% UNDERDAIN SEE SHEET C2.05 STORM LINE 2 SEE SHEET C2.04 OUTLOT B DRAINAGE & ACCESS EASEMENT LOT 31 LOT 29 LOT 30 LOT 3 LOT 2 SS SS SS SS SS SS SS UD UD NICKS TAIL DRIVE ROLLINS DEN DRIVE UNDERDRAIN COUPLING UD1 STA 14+84.17 N: 126700.82 E: 216511.64 CLEANOUT UD2 STA 16+17.68 N: 126833.51 E: 216496.87 OUTFALL 8-1 (EXISTING) STA 11+04.95 N: 126321.80 E: 216524.75 FES 8 (EXISTING) STA 10+00.00 N: 126322.71 E: 216418.82 (105.94 LF 18" RCP @ 0.42%) 379.24 LF 4" PVC @ 0.20% 133.51 LF 4" PERFORATED PVC @ 0.20% STORM LINE 1 SEE SHEET C2.03 STORM LINE 3 SEE SHEET C2.03 STORM LINE 4 SEE SHEET C2.04 STORM LINE 2 SEE SHEET C2.04 RAINGARDEN CONCRETE WEIR OUTLOT B DRAINAGE & ACCESS EASEMENT LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10 LOT 14 LOT 15 LOT 13 LOT 12 LOT 11 LOT 8 4905 4910 4915 4920 4925 4930 4935 4940 LOD LOD LOD LOD LOD LOD LOD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SB SB SB SB SB SB SB SB E SB SB SB SB SB SB SB E SB E SB SB SB SB 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -0.60% 1.50% -0.60% -0.80% -0.60% PVI STA = 10+00.00 PVI ELEV = 4927.66 PVI STA = 10+81.29 PVI ELEV = 4927.18 PVI STA = 13+57.08 PVI ELEV = 4925.52 PVI STA = 14+57.08 PVI ELEV = 4924.92 PVI STA = 17+00.81 PVI ELEV = 4926.06 75.0' VC HP ELEV = 4926.11 HP STA = 16+80.68 PVI STA = 16+63.31 PVI ELEV = 4926.26 BVCS: 16+25.81 BVCE: 4925.70 EVCS: 17+00.81 EVCE: 4926.06 A.D. = 2.05 K = 36.59 100.0' VC LP ELEV = 4924.57 LP STA = 15+18.02 PVI STA = 15+33.24 PVI ELEV = 4924.31 BCVS: 14+83.24 BVCE: 4924.71 ECVS: 15+83.24 EVCE: 4925.06 A.D. = 2.30 K = 43.48 4927.66 4927.06 4926.46 4925.86 4925.26 4924.61 4925.31 4926.06 4927.51 4927.36 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 -2.20% 0.60% 0.55% 0.55% -1.80% -1.40% -1.20% -0.82% PVI STA = 10+00.00 PVI ELEV = 4926.58 PVI STA = 10+13.83 PVI ELEV = 4926.28 PVI STA = 10+38.83 PVI ELEV = 4925.83 PVI STA = 10+63.83 PVI ELEV = 4925.48 PVI STA = 17+60.59 PVI ELEV = 4923.67 PVI STA = 17+97.11 PVI ELEV = 4923.87 80.0' VC HP ELEV = 4925.38 HP STA = 12+90.08 PVI STA = 12+96.22 PVI ELEV = 4925.51 BVCS: 12+56.22 BVCE: 4925.27 EVCS: 13+36.22 EVCE: 4925.19 A.D. = 1.42 K = 56.44 75.0' VC LP ELEV = 4924.72 LP STA = 11+51.73 PVI STA = 11+39.23 PVI ELEV = 4924.57 BCVS: 11+01.73 BVCE: 4925.02 ECVS: 11+76.73 EVCE: 4924.80 A.D. = 1.80 K = 41.67 80.0' VC LP ELEV = 4923.02 LP STA = 16+25.44 PVI STA = 16+17.61 PVI ELEV = 4922.89 BCVS: 15+77.61 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X S S SS SS SS SS SS SS SS SS SS SS SS SS MH MH MH S S S S S S W W S S M H MH W W W W W W LOD LOD LOD LOD LOD LOD LOD UD UD UD E E E E E E E E E E E E LOD LOD LOD LOD LOD LOD LOD X X X X X X X X X X X X X X X X D MH MH W X X G MH MH MH UD UD NICKS TAIL DRIVE ROLLINS DEN DRIVE VIXEN DR RAIN GARDEN SUNFLOWER SUBDIVISION (SINGLE FAMILY) CW SUBTRUST C/O AGUR FOUNDATION INDUSTRIAL DISTRICT (UNDEVELOPED) INTERCHANGE BUSINESS PARK GENERAL COMMERCIAL DISTRICT (UNDEVELOPED) FOX GROVE (SINGLE FAMILY) EXISTING DETENTION POND 2 6' GRAVEL SHOULDER DETENTION POND 1 LOT 1 LEE MLD (UNDEVELOPED) FOX GROVE DR FEMA 100-YR FLOODWAY FEMA 100-YR HIGH RISK FRINGE 100-YR POND EXTENTS BFE: 4926 BFE: 4922 1b 1b 3 4 4 5 5 LOD LOD LOD LOD LOD X X X X X X X X X X X X X X X X D MH SMH 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S S S S S S VAULT ELEC W X G ELEC T ELEC BRKR ELEC BRKR OHU OHU MH MH MH MH MH MH SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C5.01 EROSION CONTROL DETAILS 17 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 001 CONCRETE WASHOUT AREA CWA 002 ROCK SOCK ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C5.02 EROSION CONTROL DETAILS 18 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 010 STRAW WATTLE 008 INDIVIDUAL LOT PROTECTION 011 RIPRAP SCHEDULE 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 Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.00 WATER LINE DETAILS 19 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: SEE TRENCH WIDTH TABLE BELOW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 100 TYPICAL FIRE HYDRANT INSTALLATION 102 CLASS A BEDDING DETAIL 103 CLASS B BEDDING DETAIL 104 CLASS C BEDDING DETAIL 105 TRENCH DETAIL 106 WATER MAIN LOWERING DETAIL 107 WATER MAIN LOWERING TABLE 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 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 1 2 3 4 5 L D WATERLINE LOWERING ELEVATIONS Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.01 WATER LINE DETAILS 20 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS TAPPING SLEEVE (SUBJECT TO DISTRICT APPROVAL) BEDDING OF WATERMAIN- TYPE 'K' COPPER -ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION PL 3" SEE ELCO STANDARD BEDDING DETAIL BEDDED IN PEA GRAVEL 6" IN ALL DIRECTIONS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS DOUBLE STRAPPING SADDLE (SUBJECT TO DISTRICT APPROVAL) TYPE 'K' COPPER - PL BED IN PEA GRAVEL 6" ALL DIRECTIONS ELCO WATER DISTRICT DETAIL: Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.02 SEWER LINE DETAILS 21 304 300 CROSSING AND CASING DETAIL 301 SERVICE CLEAN-OUT DETAIL 302 TYPICAL GROUNDWATER BARRIER 303 TRENCH BEDDING DETAIL 305 STANDARD MANHOLE 306 SERVICE WYE DETAIL SERVICE CONNECTION USING A TAPPING SADDLE UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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 Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.03 ROADWAY DETAILS 22 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE MAX. CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.04 ROADWAY DETAILS 23 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.05 DRAINAGE DETAILS 24 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 607 CONCRETE TRICKLE PAN 605 CONCRETE END SECTIONS 606 STANDARD CONCRETE NOTES E C B E E C D PLAN STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.06 DRAINAGE DETAILS 25 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R A A B B A A DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX CAD FILE NAME: DETAIL 704 SINGLE COMBINATION INLET DATE DRAWN: 3/3/05 D44.dwg DRAWN BY: T. COX CAD FILE NAME: A A B B A A DETAIL 703 DOUBLE COMBINATION INLET 700 NYLOPLAST 24" DRAIN BASIN 701 NYLOPLAST 24" DOME GRATE 702 C6.06 INLET SCHEDULE INLET SCHEDULE Inlet ID Inlet Size Inlet Type Inlet 1-2 Double Combination Inlet 1-3 Double Combination Inlet 1-5.1 Single Combination Inlet 1-6 Single Combination A A SECTION A-A PLAN VIEW (FOR STORM SEWERS 1 AND 3) DIRECTION OF FLOW PROPOSED NATIVE MATERIAL SUBBASE FLOWLINE OF NOTCH FINISH GROUND 9.0" 6.0" 9.0" INVERT OF PIPE (SEE STORM SEWER PLAN AND PROFILES) STORM SEWER PIPE SLOPE GRADING TO MATCH INTO FLARED END SECTION AND TOP OF FOREBAY. MAXIMUM 3:1 SLOPE (4:1 TYPICAL) WITHIN IMMEDIATE VICINITY OF FLARED END SECTION. NOTE: 1. SEE STORM SEWER PLAN AND PROFILES FOR STORM SEWER INVERT ELEVATIONS, PIPE SIZES, PIPE SLOPES, AND FLARED END SECTION SIZES. STORM SEWER PIPE FLARED END SECTION 2.0" HOLE (TYP.) 1.0" SPACING (TYP.) (3) 2" HOLES 22.39' 4.62' 2' 30.34' 7.22' 5.96' 0.5' 0.5' 15.09' 2" HOLES (TYP.) 2" HOLES (TYP.) 2" HOLES (TYP.) Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C6.08 GRADING DETAILS 27 A B G W LOT GRADING NOTES LEGEND 900 TYPICAL LOT GRADING OVERLOT TEMPLATE "A" LOT OVERLOT GRADING NOTES: OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL 901 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: 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 of 27 C6.07 DRAINAGE DETAILS 26 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2. PRE-CONSTRUCTION 2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3. DURING CONSTRUCTION: 3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4. GEOTEXTILE LINERS: 4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5. AGGREGATES AND BSM: 5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN 1 12" MAX GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6. UNDERDRAIN: 6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7. OVERFLOW INLET: 7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8. CLEANOUTS: 8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9. FOREBAY: 9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10. LANDSCAPE MATERIALS 10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" MIN 8" MIN 4" 8" NATIVE SOIL ZONE FLAT DETAILS CONSTRUCTION STORMWATER DETAIL BIORETENTION DECEMBER 2018 HEM D-53 DIMENSIONS FOR SLOTTED PVC PIPE SCREEN SLOT TABLE GUIDELINES A B C D E F PIPE SIZE ROWS OF SLOTS SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT/ROW PER FOOT APPROX. SLOT SPACING OPEN AREA PER FOOT 4" 3 (MIN.) - 6 (MAX.) 1.0625" 0.032" 12 0.413 1.90 SQ. IN. 801 800 FOREBAY FOR STORM 1 AND 3 802 DIMENSIONS FOR SLOTTED PVC PIPE 803 C6.07 EMERGENCY SPILLWAY DETAIL MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) TOP OF WALL (B) Inlet 2-1N Single Combination Inlet 2-1S Single Combination Inlet 3-2 2' Dia. Nyloplast w/Dome Cover Inlet 3-4 Single Combination (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-192 REV E 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE 04-03-06 DRAWN BY EBC 03-14-16 NMH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ® ©2013 NYLOPLAST DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 7001-110-219 REV D 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 24 IN DOME GRATE TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY DATE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 3-24-11 EBC ® ©2011 NYLOPLAST DUCTILE IRON 3-8-06 EBC APPROX. DRAIN AREA = 270.64 SQ IN APPROX. WEIGHT = 53.00 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST 2499CGD SECTION A-A D D N D Y L O P L A S T O N O T P O L L U T E U C T I L E I R O N R A I N S T O W A T E R W A Y S A A Ø25.75 8.00 HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. 600 STORMWATER BEDDING REQUIREMENTS 601 STANDARD MANHOLE 602 FLAT TOP MANHOLE o 603 MANHOLE CHANNELING 604 DETENTION POND DEPTH GAUGE NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. 500 TRENCH DETAIL 1"/ft. Max 1"/ft. Max 1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection 402 TRUNCATED DOMES ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft 401 PEDESTRIAN RAMP F Curb Flare Varies Curb 2'-0" Flare Ramp concrete ramps Panels embedded in the Apron Gutter or Curb and Gutter Flow line 1:20 Slope 1:12 MAX Slope Section A-A NTS Varies Varies Curb Curb Flare Ramp 2'-0" Varies Panels Panels 6" A A CL Pedestrian flow Aligned with Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or . Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare 2'-0" Curb Case 3-Mid-Block Ramps 6" Panels Panels Apron Gutter or Flare 6" Flare (Center line of ramp) CL -Center line of ramp BOC BOC BOC FOC L or FL FOC BOC FL -Back of Curb -Face of Curb -Flow line 2' FORT COLLINS ONLY 400 STANDARD SIDEWALK 405 CURB AND GUTTER / SIDEWALK 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL 6" 3'-9" (F.C.) For Thickness 2' min. (L) Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 SWSAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" 406 SIGN POST 403 STREET NAME SIGNAGE SW SAMPLEAVE NOTES: 1. Street name must be 6" (min.) capital white letters, FHWA Series "B". 2. Prefix must be 2" letters, FHWA Series "B" and placed on the upper left. 3. Suffix must be 2" (min.) letters and block number must be 2" (min.) numbers, FHWA Series "B". 4. Overall sign length dimension varies according to length of street name. 5. All sign lettering and green background material must be at least Diamond Grade sheeting per FHWA; No silk screened signs will be permitted. 6. Street numbers shall always point to higher block number. 7. Aluminum sign blank shall be 0.10 thickness with 3/4" radius corners. 8. Loveland only, signalized intersection signs shall be 18" (min.) in height. 9. All street name signs shall be retroreflective. 2400 Length Varies by Street Name 8" 1/2" 2-1/4" 1/2" 2-3/4" 1/2" 2-1/2" Hwy B Series 1" min. 2" max. 6" Hwy B Series 2-1/2" Hwy B Series, Centered on Logo 3-3/4" 2-3/4" 1" min. 2" max. 1/2" 1/2" 1/2" CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 407 TRAIL SECTION 404 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial DRAWN: DATE: 200 TRACE WIRE TERMINAL BOX DETAIL 201 TYPICAL THRUST BLOCKS 202 TYPICAL THRUST RESTRAINT 203 VALVE DETAIL 204 TYPICAL CURB STOP & WATER SERVICE DETAIL 205 TYPICAL 5/8", 3/4", & 1" METER & SERVICE DETAIL 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 CROSSING 1 2 3 4 5 D L STORM DRAIN 1 AND VIXEN DRIVE 4920.3 4917.67 4917.67 4920.3 4919.68 23"x14" 8' STORM DRAIN 1 AND ROLLENS DEN DRIVE 4920.51 4917.33 4917.33 4920.51 4919.17 2' 8 STORM DRAIN 2-1N AND FOX TAIL DRIVE 4918.77 4915.23 4915.23 4918.77 4917.14 2' 8' MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. 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. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. WP SW SW NOT TO SCALE CONSTRUCTION STANDARD NORTHERN ENGINEERING EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS RP NOT TO SCALE PLANTED RIPRAP INSTALLATION RIPRAP SCHEDULE Storm Line Pipe Diameter (ft) Ordinary Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Line 1 2.50 Type L 8.00 8.00 1.5 009 RIPRAP RS 003 VEHICLE TRACKING PAD VTC 004 SILT FENCE POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED. ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 1 2" x 1 1 2" WOODEN FENCE POSTS SF SF 005 SWALE WATTLE DIKE WD 006 CURB INLET PROTECTION IP A A PLAN VIEW SECTION A-A 2:1 OP WQCV 007 OUTFALL PROTECTION SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW UD UD MU MU MU MU MU MU MU MU MU MU IP IP IP IP IP IP IP IP RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS OP RS RS WD WD WD WD WD WD WD WD WD WD WD RS VTC VTC CWA CWA WD RS RS RS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF NICKS TAIL DRIVE ROLLINS DEN DRIVE VIXEN DR FOX GROVE DR WP WP WP WP WP WP WP WP WP WP WP WP WP WP RR LOT 46 LOT 6 LOT 18 LOT 41 LOT 3 LOT 8 LOT 14 LOT 15 LOT 16 LOT 17 LOT 24 LOT 20 LOT 21 LOT 22 LOT 27 LOT 25 LOT 38 LOT 39 LOT 36 LOT 35 LOT 37 LOT 42 LOT 43 LOT 44 LOT 32 LOT 31 LOT 28 LOT 33 LOT 47 LOT 34 LOT 45 LOT 29 LOT 4 LOT 7 LOT 9 LOT 40 LOT 30 LOT 2 LOT 1 LOT 23 LOT 26 LOT 13 LOT 12 LOT 5 LOT 11 LOT 19 LOT 59 LOT 10 SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C5.00 EROSION CONTROL PLAN 16 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C5.00 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: FOX GROVE SUBDIVISION SECOND FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap 1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9. 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. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. 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. 12. 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. 13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 16. ALL ROOF DRAIN SYSTEM INLETS SHAL BE PLUGGED UNTIL CONNECTED TO BUILDINGS. LEGEND: NOTES: EXISTING STORM SEWER LINE ST EXISTING CURB/GUTTER FLOWLINE PROPOSED SWALE FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED INFLOW CURB/GUTTER FLOWLINE 4950 SF IP VTC INLET PROTECTION WATTLE DIKE WD SILT FENCE VEHICLE TRACKING PAD SF CONCRETE WASHOUT AREA CWA 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 13.99 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4. REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY NEAR SATURATION. 7. REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR FOX GROVE SECOND FILING BY NORTHERN ENGINEERING, DATED 10/23/19 FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 8. HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE STORMWATER RUN-ON IS ANTICIPATED OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR. 9. STORMWATER QUALITY CONTROL DEVICES SUCH AS RAIN GARDENS AND FOREBAYS WILL BE CONSTRUCTED AT THE END OF THE CONSTRUCTION SEQUENCE BY PHASE TO PREVENT SEDIMENT BUILDUP. 10. IF DISTURBED AREA REACHES BEYOND PHASE LIMITS, ENSURE TEMPORARY STABILIZATION OCCURS VIA TEMPORARY SEEDING AND MUCHING. REFER USDCM CONSTRUCTION BMP EC-2: TEMPORARY AND PERMANENT SEEDING (TS/PS) LOCATED IN THE APPENDIX OF THE SWMP REPORT (PAGES 44-49) FOR ACCEPTABLE TEMPORARY SEED MIXTURES. ROCK SOCK RS MULCH MU MU RIP RAP RR EROSION CONTROL BLANKET ECB OUTFALL PROTECTION OP STRAW WATTLE PROTECTION WP SW EROSION CONTROL NOTES: 6 7 CONNECT TO EXISTING STORM DRAIN 2 3 2 10' GRAVEL TRAIL 6 EXISTING 2' CONCRETE PAN 4' CONCRETE TRAIL OS1 EXISTING OUTLET STRUCTURE 100-YR OVERFLOW WEIR 18' FUTURE TRAIL SECTION 18' FUTURE TRAIL SECTION 30' PEDESTRIAN ACCESS & TRAIL EASEMENT (TYP.) 30' PEDESTRIAN ACCESS & TRAIL EASEMENT (TYP.) 2' CONCRETE PAN 1a 1a INLET 1-3 INLET 1-2 INLET 1-5.1 INLET 1-6 INLET 2-1N INLET 2-1S FES 4-2 FES 4-1 INLET 3-4 INLET 3-2 STORM LINE 3 SEE SHEET C2.03 STORM LINE 4 SEE SHEET C2.04 STORM LINE 2 SEE SHEET C2.04 STORM LINE 1 SEE SHEET C2.03 UNDERDRAIN SEE SHEET C2.05 SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C4.00 DRAINAGE EXHIBIT 15 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 C4.00 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY A DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY B2 1.45 ac DESIGN POINT FLOW ARROWS 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE "FINAL DRAINAGE REPORT FOR FOX GROVE SUBDIVISION SECOND FILING" BY NORTHERN ENGINEERING, DATED OCTOBER 23, 2019 FOR ADDITIONAL INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. NOTES: BASIN DESIGNATION BASIN AREA (AC) PROPOSED SWALE 1 1 FLOODPLAIN NOTES: 1. FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C1003G, DATED MAY 2, 2012, A PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND IS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD. THIS AREA IS ALSO INCLUDED IN A LETTER OF MAP REVISION (LOMR) CASE NUMBER 17-08-1354P EFFECTIVE FEBRUARY 21, 2019. 2. REFER TO Final Drainage Report for Fox Grove Subdivision Second Filing DATED OCTOBER 23, 2019 FOR MORE INFORMATION REGARDING THE DRAINAGE PLAN. 3. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATORY 100-YR BOXELDER CREEK HIGH-RISK FLOOD FRINGE, AND MUST COMPLY WITH THE FLOODPLAIN REQUIREMENTS OF CHAPTER 10 OF THE CITY OF FORT COLLINS MUNICIPAL CODE. 4. ANY AND ALL CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT. 5. FEMA CROSS-SECTIONS (CSL) ELEVATIONS ARE SHOWN BASED ON THE NAVD88 DATUM. 6. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS NOT ALLOWED IN THE FLOODWAY. FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION Project Datum: NGVD88 Benchmark #1 Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles North of Prospect Road on the North end of a head wall to an irrigation canal. Elevation: 4921.60 Benchmark #2 Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4 miles East of the centerline of I-25, on the bridge parapet wall, on a brass cap stamped "Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap). Elevation: 4940.45 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.19 Basis of Bearings The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North, Range 68 West of the 6th P.M. as bearing North 89°38'50" West. PROJECT BENCHMARKS: DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1a 1a 0.72 0.35 0.44 16.7 15.9 0.4 2.0 1b 1b 0.53 0.64 0.80 9.8 9.2 0.8 3.4 2 2 3.11 0.54 0.68 17.5 16.5 2.9 13.0 3 3 1.29 0.55 0.69 11.8 11.0 1.5 6.6 4 4 0.14 0.03 0.04 5.6 5.2 0.0 0.1 5 5 2.30 0.35 0.44 14.1 13.1 1.5 6.9 6 6 2.82 0.54 0.68 17.7 16.7 2.6 11.8 OS1 OS1 1.69 0.33 0.41 16.9 16.1 1.0 4.4 POND SUMMARY Pond ID Vol. (Ac-Ft) 100-Yr WSEL (Ft) WQ Capture Vol. (Ac-Ft) WQ WSEL (Ft) Total Req'd Vol. (Ac-Ft) 100-Yr Release (cfs) 1 3.68 4921.50 0.16 4917.00 3.84 4.95 E E E E E E E E E E E E E E E E E E E E E E E E E E E E S SB B SB SB SB SB SB SB E SB SB SB SB SB SB SB E SB E SB SB SB SB E SB SB SB SB SB E E SB E 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 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 10' GRAVEL TRAIL 18' FUTURE REGIONAL TRAIL 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT EX. 30' LARIMER COUNTY PUBLIC TRAIL EASEMENT DETENTION POND 1 RAIN GARDEN FEMA 100-YR HIGH-RISK FLOOD FRINGE 23.90 23.90 23.00 23.00 23.50 23.77 24.26 24.71 24.74 25.35 25.50 23.59 23.29 25.08 26.28 27.55 27.40 26.53 22.29 25.26 26.77 26.62 25.11 25.26 25.11 27.19 27.13 25.23 24.87 24.81 25.65 25.29 25.23 22.12 24.29 24.35 24.71 24.86 24.50 24.44 24.11 23.90 23.61 23.62 23.41 22.66 23.35 23.14 22.27 22.85 22.64 22.49 22.85 22.64 22.49 23.75 23.54 23.39 22.78 24.80 24.90 24.75 26.68 26.32 26.17 22.04 26.41 25.96 23.83 23.64 23.47 23.46 23.82 FUTURE CULVERT CROSSING TO BE BUILT AT TIME OF TRAIL CONSTRUCTION END OF INTERIM 10' TRAIL 10' GRAVEL TRAIL FEMA 100-YR FLOODWAY 4' WALK 4' WALK FEMA 100-YR FLOODWAY 2.0% 2.0% 2.0% 2.6% 2.8% 2.0% 2.1% 2.4% 2.3% 2.1% 3.6% 2.4% 2.1% 2.1% 2.1% 3.7% 5.6% 7.8% 7.5% 6.5% 10:1 5:1 5:1 4:1 4:1 4:1 4:1 3:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 5:1 5:1 4:1 4:1 4:1 4:1 LOT 6 LOT 18 LOT 14 LOT 15 LOT 16 LOT 17 LOT 20 LOT 21 LOT 5 LOT 11 LOT 19 LOT 7 LOT 4 LOT 13 LOT 12 LOT 8 LOT 10 LOT 9 OUTLOT A ACCESS EASEMENT OUTLOT B DRAINAGE & ACCESS EASEMENT CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 11+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 -2.00% 2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 12+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 12+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 -2.00% 2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 13+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 13+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 -2.00% 2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 14+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 -2.00% 2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 14+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 15+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 15+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 16+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 16+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 17+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 17+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 18+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 18+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 19+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 19+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 -2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 20+00 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 20+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 -2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 21+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 21+50 4918 4920 4924 4928 4932 4936 4918 4920 4924 4928 4932 4936 -40 -20 0 20 40 -2.00% 2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 22+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 22+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 23+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 23+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 -2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 24+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 24+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 25+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% 4 924.0 4924.03 4923.7 4923.73 4923.7 4923.72 4923.4 4923.42 4922.7 4922.72 4923.0 4923.03 4923.4 4923.41 4923.9 4923.88 4926.1 4926.13 4927.0 4926.97 4926.6 4926.64 4926.0 4925.98 4925.8 4925.78 4925.4 4925.35 4925.2 4925.19 4925.3 4925.33 4925.2 4925.18 4925.3 4925.26 4924.8 4924.78 4925.1 4925.06 4924.5 4924.47 4924.2 4924.23 4924.2 4924.20 4924.2 4924.20 4924.2 4924.19 4923.9 4923.92 4923.6 4923.61 4923.6 4923.63 -2.2% -4.8% -5.0% -5.0% -5.0% -5.0% -5.0% -5.0% -5.0% -5.0% -5.0% -4.9% -4.9% -4.8% -4.8% -4.8% -5.1% -5.0% -5.1% -4.9% -5.0% -5.0% -5.0% -5.0% -4.8% -5.0% -5.0% -5.0% -5.0% -4.7% -4.4% -4.1% -6.7% -5.0% -5.0% -12.7% -15.8% -5.0% -5.0% -2.4% -2.5% -2.0% -2.3% -2.7% -2.0% -2.0% -2.0% -2.0% -11.4% -8.1% -5.0% -2.0% -6.3% -14.2% -30.0% -24.8% 18' 2% TRAIL BENCH (TYP.) 24' TOTAL WIDTH (TYP.) 18' 2% TRAIL BENCH (TYP.) 24' TOTAL WIDTH (TYP.) CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 25+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 26+00 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% CENTER LINE Horizontal Scale 1" = 40' Vertical Scale 1" = 4' 26+50 4914 4916 4920 4924 4928 4932 4914 4916 4920 4924 4928 4932 -40 -20 0 20 40 2.00% -2.00% 4923.6 4923.57 4923.4 4923.41 4923.3 4923.34 -0.7% -5.0% -5.0% -5.0% -5.0% -5.0% 3' 4' 10' GRAVEL TRAIL 4' 3' SHLDR. SHLDR. 10' CONC. TRAIL 4' 4' GRAVEL TRAIL 3' 3' SHLDR. SHLDR. 24' 24' 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT 2% 2% 2% 2% 2% 2-5% 2-5% 2-5% 2-5% VARIES VARIES VARIES VARIES GRAVEL TRAIL INTERIM CROSS-SECTION REGIONAL TRAIL ULTIMATE CROSS-SECTION Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C3.03 CROSS-SECTIONS INTERIM REGIONAL TRAIL 14 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 BVCE: 4923.21 ECVS: 16+57.61 EVCE: 4923.11 A.D. = 1.37 K = 58.51 4926.58 4926.08 4925.67 4925.34 4925.04 4924.81 4924.72 4924.79 4924.94 4925.09 4925.24 4925.36 4925.37 4925.27 4925.08 4924.87 4924.67 4924.46 4924.26 4924.05 4923.85 4923.64 4923.44 4923.24 4923.07 4923.02 4923.07 4923.20 4923.34 4923.48 4923.62 4923.75 STA.=18+04.11 TIE TO EXISTING ASPHALT EXISTING ELEV. EXISTING GROUND PROPOSED ELEV. PROPOSED GRADE NICKS TAIL DRIVE ROLLINS DEN DRIVE 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 53' ROW 30' - NICKS TAIL DRIVE (SEE SHEET C3.01) ROLL OVER CURB & GUTTER (TYP.) ∆ STA. = 10+00.00 (ROLLINS DEN DRIVE) STA. = 11+80.27 (NICKS TAIL DRIVE) 9' UTILITY EASEMENT 4.5' SIDEWALK NICKS TAIL DRIVE (SEE SHEET C3.01) FOX GROVE DR EXISTING DETENTION POND 1 R20' R20' S00° 21' 13.05"W 543.786 ∆ ∆ ∆ ∆ STORM LINE 1 SEE SHEET C2.03 STORM LINE 2 SEE SHEET C2.04 25.48 25.41 25.41 25.48 30' 25.32 25.74 25.32 26.39 25.95 26.31 26.13 26.26 26.58 26.37 26.79 1.8% 1.8% 1.4% 25.83 1.4% LOT 31 LOT 30 LOT 37 LOT 36 LOT 35 LOT 32 LOT 3 LOT 34 LOT 33 LOT 38 LOT 7 LOT 6 LOT 5 LOT 4 LOT 8 OUTLOT B DRAINAGE & ACCESS EASEMENT STOP SIGN (R1-1) AND STREET NAME SIGNS STREET NAME SIGNS 2.2% 2.2% 2.2% 2.2% 2.2% FOX GROVE DR 9' UTILITY EASEMENT 4.5' SIDEWALK 30' - ROLL OVER CURB & GUTTER (TYP.) 9' UTILITY EASEMENT 4.5' SIDEWALK ∆ 23.45 23.46 23.67 23.25 23.26 0.5% 0.5% 0.5% 23.87 LOT 31 LOT 30 LOT 29 LOT 28 LOT 3 LOT 2 LOT 1 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 -1.80% -0.82% -1.20% -1.40% -0.90% -0.50% 0.55% 0.50% 0.60% -1.20% -0.90% 0.50% 0.60% -0.50% PVI STA = 10+35.00 PVI STA = 10+38.83 PVI ELEV = 4925.48 PVI ELEV = 4925.41 PVI STA = 15+03.77 PVI ELEV = 4923.40 PVI STA = 15+41.40 PVI ELEV = 4922.95 PVI STA = 10+63.83 PVI ELEV = 4925.06 PVI STA = 15+66.80 PVI ELEV = 4922.72 PVI STA = 16+04.95 PVI ELEV = 4922.53 PVI STA = 17+73.55 PVI ELEV = 4923.45 PVI STA = 16+29.95 PVI ELEV = 4922.65 PVI STA = 16+54.95 PVI ELEV = 4922.80 PVI STA = 11+01.71 PVI ELEV = 4924.60 PVI STA = 11+26.71 PVI ELEV = 4924.38 PVI STA = 11+76.73 PVI ELEV = 4924.38 PVI STA = 11+51.71 PVI ELEV = 4924.25 80.0' VC HP ELEV = 4924.96 HP STA = 12+90.08 PVI STA = 12+96.23 PVI ELEV = 4925.10 BVCS: 12+56.23 BVCE: 4924.86 EVCS: 13+36.23 EVCE: 4924.77 A.D. = 1.42 K = 56.42 4925.25 4924.92 4924.62 4924.39 4924.26 4924.37 4924.52 4924.67 4924.82 4924.94 4924.95 4924.85 4924.66 4924.45 4924.25 4924.04 4923.84 4923.63 4923.43 4923.14 4922.87 4922.68 4922.55 4922.63 4922.77 4922.91 4923.05 4923.18 4923.32 EXISTING ELEV. EXISTING GROUND PROPOSED ELEV. PROPOSED GRADE STA.=17+73.55 TIE TO EXISTING CURB AND GUTTER 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 -0.82% -1.16% -0.70% 0.55% -1.80% -1.40% 0.80% -0.50% 0.50% -0.50% 0.50% 0.60% -1.20% -0.90% PVI STA = 10+35.00 PVI ELEV = 4925.48 PVI STA = 14+81.05 PVI ELEV = 4923.58 PVI STA = 15+26.70 PVI ELEV = 4923.05 PVI STA = 15+94.85 PVI ELEV = 4922.58 PVI STA = 18+34.58 PVI ELEV = 4923.46 PVI STA = 10+38.83 PVI ELEV = 4925.41 PVI STA = 10+63.83 PVI ELEV = 4925.06 PVI STA = 17+17.83 PVI ELEV = 4922.81 PVI STA = 16+46.55 PVI ELEV = 4922.32 PVI STA = 16+72.17 PVI ELEV = 4922.45 PVI STA = 11+51.71 PVI ELEV = 4924.25 PVI STA = 11+76.73 PVI ELEV = 4924.38 PVI STA = 11+01.71 PVI ELEV = 4924.60 PVI STA = 11+26.71 PVI ELEV = 4924.38 80.0' VC HP ELEV = 4924.96 HP STA = 12+90.01 PVI STA = 12+96.12 PVI ELEV = 4925.10 BVCS: 12+56.12 BVCE: 4924.86 EVCS: 13+36.12 EVCE: 4924.77 A.D. = 1.42 K = 56.41 4925.25 4924.92 4924.62 4924.39 4924.26 4924.37 4924.52 4924.67 4924.82 4924.94 4924.95 4924.85 4924.66 4924.45 4924.25 4924.04 4923.84 4923.63 4923.36 4923.07 4922.89 4922.72 4922.55 4922.43 4922.34 4922.47 4922.67 4922.85 4922.99 4923.13 4923.27 4923.40 EXISTING ELEV. EXISTING GROUND PROPOSED ELEV. PROPOSED GRADE STA.=18+34.58 TIE TO EXISTING CURB AND GUTTER EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. 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. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR C3.02 PLAN & PROFILE ROLLINS DEN DRIVE & FOX GROVE DR 13 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEFT FLOWLINE ROLLINS DEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 16+50 NORTH NORTH LINE MATCH STA 16+50 C3.02 LEFT FLOWLINE FOX GROVE DR SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE ROLLINS DEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE FOX GROVE DR SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE ROLLINS DEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE FOX GROVE DR SCALE : 1" = 40' (H) 1" = 5' (V) 4927.21 4926.91 4926.76 4926.61 4926.31 4926.16 4926.01 4925.71 4925.56 4925.41 4925.11 4924.96 4924.78 4924.58 4924.69 4924.95 4925.69 4925.98 4926.11 STA.=17+00.81 TIE TO EXISTING ASPHALT EXISTING ELEV. EXISTING GROUND PROPOSED ELEV. PROPOSED GRADE X X X X X X NICKS TAIL DRIVE 9' UTILITY EASEMENT 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4.5' SIDEWALK 53' ROW 30' - 53' ROW 30' - ROLLINS DEN DRIVE (SEE SHEET R6) STA. = 11+80.27 (NICKS TAIL DRIVE) STA. = 10+00.00 (ROLLINS DEN DRIVE) ∆ ROLL OVER CURB & GUTTER (TYP.) VIXEN DR R20' R20' ∆ ∆ ∆ ∆ 26.67 26.04 27.12 27.87 27.24 25.54 26.37 3.2% 1.0% 1.0% 1.0% 3.0% 2.5% 1.1% STORM LINE 3 SEE SHEET C2.03 STORM LINE 4 SEE SHEET C2.04 STORM LINE 1 SEE SHEET C2.03 1.4% 26.75 LOT 18 LOT 14 LOT 15 LOT 16 LOT 17 LOT 19 LOT 20 LOT 21 LOT 22 LOT 38 LOT 39 LOT 40 LOT 41 LOT 24 LOT 10 LOT 9 LOT 8 LOT 11 LOT 12 LOT 13 LOT 23 STREET NAME SIGN MH HUNTSMAN DR 53' ROW 30' - VIXEN DR 9' UTILITY EASEMENT 4.5' SIDEWALK ROLL OVER CURB & GUTTER (TYP.) 9' UTILITY EASEMENT 4.5' SIDEWALK SEE SHEET C2.03 LOT 25 LOT 26 LOT 27 LOT 42 LOT 43 LOT 44 LOT 45 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -0.60% -0.60% -0.95% -0.50% 1.50% 1.30% 0.50% 0.90% PVI STA = 10+95.39 PVI ELEV = 4926.67 PVI STA = 13+25.00 PVI ELEV = 4925.30 PVI STA = 13+57.08 PVI ELEV = 4925.10 PVI STA = 14+03.88 PVI ELEV = 4924.66 PVI STA = 15+43.36 PVI ELEV = 4923.96 PVI STA = 16+20.93 PVI ELEV = 4924.65 PVI STA = 15+70.93 PVI ELEV = 4924.10 PVI STA = 15+95.93 PVI ELEV = 4924.32 74.2' VC HP ELEV = 4925.68 HP STA = 17+23.04 PVI STA = 16+93.43 PVI ELEV = 4925.73 BVCS: 16+56.33 BVCE: 4925.18 EVCS: 17+30.53 EVCE: 4925.67 A.D. = 1.67 K = 44.46 4926.64 4926.49 4926.34 4926.19 4926.04 4925.89 4925.74 4925.59 4925.45 4925.30 4925.14 4924.93 4924.69 4924.55 4924.43 4924.30 4924.17 4924.05 4923.99 4924.13 4924.37 4924.71 4925.08 4925.42 4925.62 4925.68 EXISTING ELEV. PROPOSED ELEV. EXISTING GROUND PROPOSED GRADE STA.=17+31.02 TIE TO EXISTING CURB AND GUTTER 4915 4920 4925 4930 4935 4940 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 -0.60% -0.50% 0.50% -1.17% 0.90% 1.30% 1.50% PVI STA = 10+00.00 PVI ELEV = 4927.24 PVI STA = 14+18.27 PVI ELEV = 4924.73 PVI STA = 14+49.69 PVI ELEV = 4924.37 PVI STA = 14+95.90 PVI ELEV = 4924.14 PVI STA = 15+20.90 PVI ELEV = 4924.26 PVI STA = 15+45.90 PVI ELEV = 4924.49 PVI STA = 15+70.90 PVI ELEV = 4924.81 PVI STA = 16+70.24 PVI ELEV = 4925.67 74.2' VC HP ELEV = 4925.68 HP STA = 16+61.50 PVI STA = 16+33.13 PVI ELEV = 4925.74 BVCS: 15+96.01 BVCE: 4925.19 EVCS: 16+70.24 EVCE: 4925.67 A.D. = 1.70 K = 43.70 4927.24 4927.09 4926.94 4926.79 4926.64 4926.49 4926.34 4926.19 4926.04 4925.89 4925.74 4925.59 4925.44 4925.29 4925.14 4924.99 4924.84 4924.66 4924.37 4924.24 4924.16 4924.30 4924.54 4924.87 4925.25 4925.53 4925.66 STA.=16+70.24 TIE TO EXISTING CURB AND GUTTER EXISTING ELEV. PROPOSED ELEV. EXISTING GROUND PROPOSED GRADE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR C3.01 PLAN & PROFILE NICKS TAIL DRIVE & VIXEN DR 12 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEFT FLOWLINE NICKS TAIL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 15+50 LINE MATCH STA 15+50 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. 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. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH NORTH C3.01 CENTERLINE NICKS TAIL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE NICKS TAIL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE VIXEN DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) E SB SB SB SB SB E E SB E X X X X X X X X X X X X X X X D MH SMH 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S S S S S S VAULT ELEC W X X G MH MH MH MH MH MH MH MH 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 PROPOSED INLETS NICKS TAIL DRIVE EXISTING 10' DRY UTILITY EASEMENT ACCESS EASEMENT REC. NO. 20160050584 10' DRY UTILITY EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050584 ROLLINS DEN DRIVE VIXEN DR 2' GRAVEL SHOULDERS RAIN GARDEN EXISTING DETENTION POND 1 25.45 25.15 25.53 25.21 24.80 24.39 23.52 23.18 23.27 23.55 23.83 24.25 26.33 25.13 26.95 25.59 28.04 25.40 25.68 28.32 28.59 25.95 26.27 28.80 28.69 26.08 25.41 27.60 24.87 24.93 26.22 27.30 26.30 25.14 24.94 25.40 25.64 25.94 26.24 26.48 25.90 27.04 25.90 27.28 27.58 26.13 24.93 25.79 24.69 24.87 23.00 25.15 25.45 23.00 23.00 25.53 24.18 23.68 23.42 23.45 23.78 24.05 25.82 25.34 (25.22) 24.66 22.96 25.62 24.97 27.55 27.01 26.38 26.18 26.64 27.27 26.84 28.64 29.37 29.19 28.84 28.59 28.25 28.03 27.48 (28.07) (28.00) (27.53) (27.35) (26.92) (26.50) (26.95) 26.27 26.25 26.16 25.55 24.88 24.70 24.57 24.64 24.81 24.94 25.08 25.30 25.29 25.75 26.05 26.35 26.71 27.07 2' CONCRETE PAN SUNFLOWER SUBDIVISION (SINGLE FAMILY) CW SUBTRUST C/O AGUR FOUNDATION INDUSTRIAL DISTRICT (UNDEVELOPED) LOT 1 LEE MLD (UNDEVELOPED) INTERCHANGE BUSINESS PARK GENERAL COMMERCIAL DISTRICT (UNDEVELOPED) FOX GROVE (SINGLE FAMILY) EXISTING DETENTION POND 2 FEMA 100-YR FLOODWAY FEMA 100-YR HIGH RISK FRINGE EXISTING 2' CONCRETE PAN 4' CONCRETE TRAIL FOX GROVE DR EXISTING OUTLET STRUCTURE 100-YR POND EXTENTS 100-YR CONCRETE OVERFLOW WEIR 4' CONCRETE TRAIL 10' GRAVEL TRAIL 4' CONCRETE TRAIL (27.75) 4.8% 0.0% 7.7% (0.5%) 13.5% 14.8% 22.1% 0.0% 0.0% 8.5% 3:1 2.0% 4:1 6:1 4:1 3.1% 4.1% 3.9% 4:1 4:1 5.5% 4:1 4:1 7:1 5:1 5:1 5:1 2.2% 4:1 4:1 4:1 3:1 4:1 5.6% 4:1 2.6% NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 25.70 26.04 25.17 27.84 22.86 53' ROW 30' - 53' ROW 30' - 53' ROW 30' - 53' ROW 30' - 6' U.E. (TYP.) 6' UE 5' D.G.E. (TYP.) 5' U.E. (TYP.) 20' SEWER EASEMENT PER LEE MLD NO. 04-S2309 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT REC. NO. 20160031252 20' DRAINAGE EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050583 50' SANITARY SEWER, DRAINAGE & ACCESS EASEMENT PER REC. NO. 98090574 20' UTILITY EASEMENT PER REC. NO. 85062072 SHOWN ON REC. NO. 98090574 30' WATERLINE EASEMENT BY SEPARATE DOCUMENT REC. NO. ________________ 30' PEDESTRIAN & TRAIL ACCESS EASEMENT (TYP.) 18' FUTURE TRAIL SECTION 30' PEDESTRIAN ACCESS & TRAIL EASEMENT (TYP.) 18' FUTURE TRAIL SECTION 23.00 25.21 10' GRAVEL TRAIL 27.28 27.26 27.71 6' GRAVEL SHOULDER 4' CONCRETE TRAIL 24.45 4' CONCRETE TRAIL FEMA 100-YR HIGH RISK FRINGE FEMA 100-YR HIGH RISK FRINGE 27.87 5:1 4:1 6.4% 7.1% 7.4% 3.7% 8.8% 26.68 27.66 26.55 10.5% 2.4% 5.4% 2.3% 11.6% 5.0% 8.0% 5.1% 25.8% 25.1% 3.5% 5.3% 8.6% 28.3% (0.9%) A FG=28.59 TF=29.26 A FG=28.87 TF=29.54 A FG=28.94 TF=29.61 A FG=28.70 TF=29.37 A FG=28.46 TF=29.13 A FG=28.90 TF=29.57 A FG=28.85 TF=29.52 A FG=28.50 TF=29.17 A FG=28.12 TF=28.79 A FG=27.57 TF=28.24 A FG=25.74 TF=26.41 A FG=26.83 TF=27.50 A FG=27.26 TF=27.93 A FG=26.54 TF=27.21 B FG=27.03 TF=27.70 B FG=26.95 TF=27.62 B FG=27.03 TF=27.70 B FG=26.65 TF=27.32 6' U.E. (TYP.) LOT 11 LOT 10 LOT 5 LOT 13 LOT 12 LOT 19 LOT 38 LOT 39 LOT 36 LOT 35 LOT 37 LOT 42 LOT 43 LOT 44 LOT 32 LOT 31 LOT 28 LOT 33 LOT 47 LOT 34 LOT 45 LOT 29 LOT 4 LOT 7 LOT 9 LOT 40 LOT 30 LOT 2 LOT 1 LOT 23 LOT 26 LOT 6 LOT 18 LOT 41 LOT 3 LOT 8 LOT 14 LOT 15 LOT 16 LOT 17 LOT 24 LOT 20 LOT 21 LOT 22 LOT 27 LOT 25 LOT 46 OUTLOT B DRAINAGE & ACCESS EASEMENT OUTLOT A ACCESS EASEMENT A FG=28.04 TF=28.71 A FG=28.32 TF=28.99 B FG=28.78 TF=29.45 B FG=29.08 TF=29.75 B FG=29.21 TF=29.88 B FG=27.82 TF=28.49 B FG=28.57 TF=29.24 B FG=28.57 TF=29.24 B FG=27.56 TF=28.23 B FG=29.69 TF=30.36 B FG=29.59 TF=30.26 B FG=29.84 TF=30.51 A FG=29.20 TF=29.87 A FG=29.20 TF=29.87 T FG=28.30 TF=28.97 A FG=27.54 TF=28.21 A FG=27.98 TF=28.65 A FG=28.11 TF=28.78 A FG=28.15 TF=28.82 A FG=28.10 TF=28.77 A FG=28.29 TF=28.96 A FG=28.61 TF=29.28 A FG=28.91 TF=29.58 A FG=29.34 TF=30.01 A FG=29.70 TF=30.37 A FG=29.68 TF=30.35 28.58 28.28 27.68 28.71 25.51 22.80 23.29 25.54 25.35 25.38 23.59 25.80 27.06 26.98 25.62 24.30 25.08 28.72 28.35 29.18 29.20 29.40 29.33 28.14 28.67 28.31 28.84 29.08 28.74 28.41 28.52 28.11 28.17 27.79 27.60 27.95 27.35 27.65 27.95 26.90 26.35 27.65 26.35 27.61 26.51 27.24 26.84 26.51 26.64 26.89 26.78 26.01 27.80 28.70 27.06 28.07 27.32 28.60 28.20 27.71 27.17 27.08 24.98 24.97 25.11 25.02 25.12 25.32 27.84 27.88 28.40 28.84 28.44 28.35 28.77 28.37 28.00 27.95 28.09 28.49 28.00 28.22 27.62 27.82 27.45 27.25 27.54 27.94 26.75 25.86 26.33 25.87 25.97 26.04 24.96 25.06 24.40 25.36 25.94 25.85 25.42 24.91 24.11 26.53 26.45 26.15 26.21 17.40 18.88 18.88 18.88 18.88 18.88 18.88 18.88 18.88 18.88 20.88 20.88 20.88 20.88 20.88 21.00 20.01 20.01 21.00 20.88 20.88 20.88 18.21 17.75 17.59 17.59 15.48 16.00 15.69 18.59 18.99 17.39 16.53 17.16 16.88 22.81 22.80 17.25 17.20 17.20 17.20 16.60 16.60 17.57 17.28 16.30 22.29 23.82 23.46 (22.04) 23.83 23.47 26.62 26.77 25.54 25.16 25.11 OUTLOT C A FG=25.84 TF=26.51 A FG=26.35 TF=27.02 A FG=26.44 TF=27.11 24.07 24.00 24.00 24.00 24.00 24.00 24.00 23.90 BERM 27.74 26.97 27.18 26.90 24.15 23.23.41 42 15.40 16.36 16.69 15.85 15.42 16.40 16.20 23.24 23.08 (22.88) (23.47) 23.67 (25.27) (22.81) (23.08) 4:1 4:1 6:1 4:1 10:1 18:1 24.88 CONCRETE FOREBAY INTERIM REGIONAL TRAIL SEE SHEET C3.03 INTERIM REGIONAL TRAIL SEE SHEET C3.03 Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C3.00 GRADING PLAN 11 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. 5. ABBREVIATIONS: ACC.= ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E.= UTILITY EASEMENT D.G.E.= DRAINAGE & GRADING EASEMENT 6. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 7. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING). 8. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING STORM SEWER LINE ST EXISTING CURB/GUTTER FLOWLINE 4:1 BANK SLOPE PROPOSED ASPHALT CROSS SLOPE CONCENTRATED FLOW DIRECTION PROPOSED SWALE FLOWLINE PROPOSED STORM DRAIN WITH INLET PROPOSED CONTOUR EXISTING CONTOUR PROPOSED FINISH GROUND ELEVATION 79.45 (79.45) EXISTING GROUND ELEVATION PROPOSED INFLOW CURB/GUTTER FLOWLINE 2.0% 4950 SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR C3.00 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 (105.94 LF 18" RCP @ 0.42%) OUTFALL 8-1 (EXISTING) STA 11+04.95 RIM 4918.0± INV. IN 4915.02 (N) INV. OUT 4915.02 (W) FES 8 (EXISTING) STA 10+00.00 INV. 4914.57 (E) 379.24 LF 4" PVC @ 0.20% UNDERDRAIN COUPLING UD1 STA 14+84.17 FL. EL 4916.1± INV. IN 4915.78 (N) INV. OUT 4915.78 (S) 133.51 LF 4" PERFORATED PVC @ 0.20% CLEANOUT UD2 STA 16+17.68 RIM 4919.3± INV. OUT 4916.05 (S) RAINGARDEN CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. PRIVATE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.05 PLAN AND PROFILE UNDERDRAIN 10 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH UNDERDRAIN UNDERDRAIN EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' INLET 2-1S STA 10+12.61 N: 126392.84 E: 216713.99 12.61 LF 24" RCP @ 2.00% STMH (7' DIA.) 2-1 STA 10+00.00 N: 126405.44 E: 216714.14 FOX GROVE DR STORM LINE 2 SEE SHEET C2.04 STORM LINE 2N SEE SHEET C2.04 UNDERDRAIN SEE SHEET C2.05 OUTLOT B DRAINAGE & ACCESS EASEMENT LOT 31 LOT 29 LOT 30 LOT 3 LOT 2 SS SS 20.23 LF 12" HDPE @ 1.49% NICKS TAIL DRIVE STORM LINE 3 SEE SHEET C2.03 STORM LINE 1 SEE SHEET C2.03 UNDERDRAIN SEE SHEET C2.05 FES 4-2 STA 10+20.23 N: 126957.84 E: 216415.00 FES 4-1 STA 10+00.00 N: 126939.89 E: 216424.32 LOT 7 LOT 9 LOT 10 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 FES 2 STA 10+00.00 INV. 4916.00 (E) 85.14 LF 30" RCP @ 0.75% STMH (7' DIA.) 2-1 STA 10+85.14 RIM 4922.8± INV. IN 4916.64 (E) INV. IN 4916.64 (NE) INV. IN 4916.64 (S) INV. OUT 4916.64 (W) 167.31 LF 24" RCP @ 0.50% ST 2-2 (TIE INTO EXISTING PIPE) STA 12+52.45 RIM 4919.9± INV. OUT 4917.48 (W) PUBLIC 100-YR HGL PROPOSED GRADE EXISTING GROUND 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 10+50 STMH (7' DIA.) 2-1 STA 10+00.00 RIM 4922.8± INV. IN 4916.64 (E) INV. IN 4916.64 (NE) INV. IN 4916.64 (S) INV. OUT 4916.64 (W) 31.33 LF 24" RCP @ 2.00% INLET 2-1N STA 10+31.33 FL. EL 4922.5± INV. OUT 4917.27 (SW) 8" PVC STA.=10+12.52 INV.=4910.96 WATER LINE LOWERING 8" PVC STA.=10+25.06 INV.=4914.53 20" PUBLIC 100-YR HGL PROPOSED GRADE EXISTING GROUND 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 11+00 10+00 9+50 STMH (7' DIA.) 2-1 STA 10+00.00 RIM 4922.8± INV. IN 4916.64 (E) INV. IN 4916.64 (NE) INV. IN 4916.64 (S) INV. OUT 4916.64 (W) 12.61 LF 24" RCP @ 2.00% INLET 2-1S STA 10+12.61 FL. EL 4922.3± INV. OUT 4916.90 (N) PUBLIC 100-YR HGL 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 10+50 FES 4-1 STA 10+00.00 INV. 4923.29 (NW) 20.23 LF 12" HDPE @ 1.49% FES 4-2 STA 10+20.23 INV. 4923.59 (SE) PRIVATE 100-YR HGL Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.04 PLAN AND PROFILES STORM LINE 2, 2N, 2S, & 4 09 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH STORM LINE 2 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM 2N STORM 4 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE NORTH STORM LINE 2-1N NORTH STORM LINE 2-1S NORTH STORM LINE 4 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM 2 STORM 2S LOT 37 LOT 42 LOT 43 LOT 7 LOT 10 LOT 9 LOT 40 LOT 19 LOD LOD UD SS SS SS STMH 3-3 STA 11+58.52 N: 126976.26 E: 216462.89 INLET 3-4 STA 12+83.11 N: 127090.72 E: 216512.11 INLET 3-2 STA 10+48.83 N: 126866.96 E: 216453.67 FES 3-1 STA 10+00.01 N: 126827.04 E: 216481.77 48.82 LF 18" HDPE @ 0.20% 124.59 LF 18" RCP @ 0.20% 109.69 LF 18" HDPE @ 0.20% STORM LINE 1 SEE SHEET C2.03 STORM LINE 4 SEE SHEET C2.03 LOT 14 LOT 9 LOT 11 LOT 10 LOT 13 LOT 12 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75 INLET 1-6 STA 15+38.93 FL. EL 4924.0± INV. OUT 4919.69 (W) 28.79 LF 23"x14" HORIZONTAL ELLIPTICAL RCP @ 0.15% 64.21 LF 30"x19" HORIZONTAL ELLIPTICAL @ 0.15% STMH 1-4 STA 14+45.93 RIM 4924.9± INV. IN 4919.55 (N) INV. OUT 4919.55 (W) STMH 1-5 STA 15+10.15 RIM 4924.3± INV. IN 4919.64 (E) INV. IN 4919.64 (W) INV. OUT 4919.64 (S) 248.08 LF 24" RCP @ 0.15% INLET 1-3 STA 11+97.85 FL. EL 4924.3± INV. IN 4919.18 (E) INV. OUT 4919.18 (W) 30.00 LF 24" RCP @ 0.15% INLET 1-2 STA 11+67.85 FL. EL 4924.3± INV. IN 4919.13 (E) INV. OUT 4919.13 (W) 138.30 LF 30" RCP @ 0.15% STMH 1-1 STA 10+29.56 RIM 4925.0± INV. IN 4918.92 (E) INV. OUT 4918.92 (SW) 29.56 LF 30" RCP @ 0.15% FES 1-1 STA 10+00.00 INV. 4918.88 (NE) 8" PVC STA.=15+20.88 INV.=4912.16 WATER LINE LOWERING 8" PVC STA.=15+31.62 INV.=4916.98 22" 18.75" 8" PVC STA.=11+92.85 INV.=4916.66 PRIVATE PUBLIC PRIVATE PUBLIC 100-YR HGL PROPOSED GRADE EXISTING GROUND 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 INLET 3-4 STA 12+83.11 FL. EL 4925.6± INV. OUT 4919.45 (SW) 124.59 LF 18" RCP @ 0.20% STMH 3-3 STA 11+58.52 RIM 4927.1± INV. IN 4919.20 (NE) INV. OUT 4919.20 (S) 109.69 LF 18" HDPE @ 0.20% INLET 3-2 STA 10+48.83 FL. EL 4922.1± INV. IN 4918.98 (N) INV. OUT 4918.98 (SE) 48.82 LF 18" HDPE @ 0.20% FES 3-1 STA 10+00.01 INV. 4918.88 (NW) 8" PVC STA.=12+28.17 INV.=4915.98 20" 8" PVC STA.=12+03.58 INV.=4922.69 PRIVATE PUBLIC 100-YR HGL PROPOSED GRADE EXISTING GROUND Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.03 PLAN AND PROFILES STORM LINE 1 AND 3 08 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH NORTH STORM LINE 1 STORM LINE 3 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM 1 STORM 3 S S S S S S S S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SB SB SB SB SB SB SB SB SB SB E SB SB SB SB SB E SB SB SB SB SB E E SB LOT 41 LOT 8 LOT 38 LOT 39 LOT 9 LOT 40 LOT 10 LOT 42 LOT 43 LOT 44 LOT 46 LOT 28 LOT 45 LOT 47 LOT 1 LOT 29 LOT 2 LOT 31 LOT 30 LOT 3 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 7 LOT 6 LOT 5 LOT 4 EX SSMH A1 STA 10+00.00 N: 126414.00 E: 216947.72 247.14 LF 8" PVC @ 0.45% SSMH A1W-1 STA 12+47.14 N: 126415.51 E: 216700.59 36.57 LF 8" PVC @ 0.45% SSMH A1W-3 STA 16+83.71 N: 126841.52 E: 216677.36 400.00 LF 8" PVC @ 0.45% SSMH A1W-2 STA 12+83.71 N: 126441.52 E: 216674.89 OUTLOT B DRAINAGE & ACCESS EASEMENT OUTLOT C EX. 142.27 LF 8" PVC @ 0.42% ROLLINS DEN DRIVE FOX GROVE DR VIXEN DR 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY SEWER LINE A1 SEE SHEET C2.01 STORM LINE 2 SEE SHEET C2.04 STORM LINE 1 SEE SHEET C2.03 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 17+25 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+75 PROPOSED GRADE EXISTING GROUND EX SSMH A1 STA 10+00.00 RIM 4924.1± INV. IN 4909.75 (N) INV. IN 4909.94 (W) INV. OUT 4909.74 (S) 247.14 LF 8" PVC @ 0.45% SSMH A1W-1 STA 12+47.14 RIM 4923.0± INV. IN 4911.25 (NW) INV. OUT 4911.05 (E) 36.57 LF 8" PVC @ 0.45% SSMH A1W-2 STA 12+83.71 RIM 4923.2± INV. IN 4911.62 (N) INV. OUT 4911.42 (SE) 400.00 LF 8" PVC @ 0.45% SSMH A1W-3 STA 16+83.71 RIM 4924.7± INV. OUT 4913.42 (S) 24" RCP STORM STA.=12+25.97 INV.=4916.89 EX. 142.27 LF 8" PVC @ 0.42% CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. PROFILE SCALE: SANITARY SEWER LINE A1W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.02 PLAN AND PROFILE SANITARY SEWER LINE A1W 07 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT C2.02 SB SB SB SB E SB E E SB E SSMH A1-4 STA 16+14.46 N: 127007.07 E: 216576.29 SSMH A1-5 STA 17+35.74 N: 127050.78 E: 216463.15 SSMH A1-3 STA 12+74.36 N: 127004.97 E: 216916.37 SSMH A1-2 STA 12+24.87 N: 126969.76 E: 216951.15 49.50 LF 8" PVC @ 2.20% 340.09 LF 8" PVC @ 0.45% 121.29 LF 8" PVC @ 0.45% LOT 41 LOT 8 LOT 9 LOT 38 LOT 39 LOT 40 LOT 10 LOT 18 LOT 14 LOT 15 LOT 16 LOT 17 LOT 20 LOT 13 LOT 19 LOT 24 LOT 21 LOT 22 LOT 23 LOT 12 LOT 11 NICKS TAIL DRIVE ROLLINS DEN DRIVE 9' UTILITY EASEMENT 9' UTILITY EASEMENT STORM LINE 3 SEE SHEET C2.03 X X X MH MH S S S S W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S E E E E E E E E E E E E E SB SB SB E SB SB SB SB SB SB SB E E EX SSMH A1-1 STA 10+02.80 N: 126747.70 E: 216949.78 EX SSMH A1 STA 6+69.10 N: 126414.00 E: 216947.72 EX. 333.71 LF 8" PVC @ 0.40% 222.07 LF 8" PVC @ 0.45% LOT 41 LOT 40 LOT 24 LOT 25 LOT 27 LOT 23 LOT 26 LOT 42 LOT 43 LOT 44 LOT 46 LOT 28 LOT 45 LOT 47 LOT 29 FOX GROVE DR VIXEN DR 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY SEWER LINE A1W SEE SHEET C2.02 STORM LINE 1 SEE SHEET C2.03 4905 4910 4915 4920 4925 4930 4935 4940 4905 4910 4915 4920 4925 4930 4935 4940 17+75 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 333.71 LF 8" PVC @ 0.40% 18" RCP STORM STA.=17+06.52 INV.=4919.34 23" X 14" ELL. RCP STORM STA.=11+82.53 INV.=4919.66 8" PVC WATER STA.=16+42.65 TOP=4923.13 8" PVC WATER STA.=15+02.36 TOP=4922.41 333.71 LF 8" PVC @ 0.40% SSMH A1-4 STA 16+14.46 RIM 4927.2± INV. IN 4915.57 (W) INV. OUT 4915.37 (E) SSMH A1-5 STA 17+35.74 RIM 4926.7± INV. OUT 4916.11 (E) SSMH A1-2 STA 12+24.87 RIM 4924.8± INV. IN 4912.55 (NW) INV. OUT 4912.35 (S) 121.29 LF 8" PVC @ 0.45% 340.09 LF 8" PVC @ 0.45% SSMH A1-3 STA 12+74.36 RIM 4925.2± INV. IN 4913.84 (W) INV. OUT 4913.64 (SE) 49.50 LF 8" PVC @ 2.20% 222.07 LF 8" PVC @ 0.45% EX SSMH A1-1 STA 10+02.80 RIM 4926.0± INV. IN 4911.35 (N) INV. OUT 4911.10 (S) EX SSMH A1 STA ??? RIM 4924.1± INV. IN 4909.75 (N) INV. IN 4909.94 (W) INV. OUT 4909.74 (S) PROPOSED GRADE EXISTING GROUND CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. PROFILE SCALE: SANITARY SEWER LINE A1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.01 PLAN AND PROFILE SANITARY SEWER LINE A1 06 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT LINE MATCH STA 11+50 LINE MATCH STA 11+50 C2.01 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 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SB SB SB SB SB SB SB SB E SB SB SB SB SB SB SB E SB E SB SB SB SB E SB SB SB SB SB E E SB E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS X X X X X X X X X X X X X X X D MH SMH 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 VAULT ELEC W X X G MH MH MH MH MH S S S S S W S S S S S W W S S S S W W W W W W W S S S S S S M H MH MH W W W W W W W W W W 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 NICKS TAIL DRIVE UTILITY EASEMENT 10' DRY UTILITY EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050584 ROLLINS DEN DRIVE FOX GROVE DR VIXEN DR 2' GRAVEL SHOULDERS 6' GRAVEL SHOULDER RAIN GARDEN HUNTSMAN DR 2' CONCRETE PAN EXISTING DETENTION POND 1 EXISTING DETENTION POND 2 10' GRAVEL TRAIL 4' CONCRETE TRAIL 4' CONCRETE TRAIL EXISTING STORM DRAIN & OUTLET STRUCTURE 100-YR POND EXTENTS 4' CONCRETE TRAIL 4' CONCRETE TRAIL SUNFLOWER SUBDIVISION (SINGLE FAMILY) CW SUBTRUST C/O AGUR FOUNDATION INDUSTRIAL DISTRICT (UNDEVELOPED) LOT 1 LEE MLD (UNDEVELOPED) INTERCHANGE BUSINESS PARK GENERAL COMMERCIAL DISTRICT (UNDEVELOPED) FOX GROVE (SINGLE FAMILY) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH RISK FRINGE FEMA 100-YR HIGH RISK FRINGE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 53' ROW 30' - 53' ROW 30' - 53' ROW 30' - 53' ROW 30' - 6' U.E. (TYP.) 6' U.E. (TYP.) 6' U.E. (TYP.) 6' U.E. (TYP.) 5' D.G.E. (TYP.) 6' UE 5' D.G.E. (TYP.) 5' D.G.E. (TYP.) 5' D.G.E. (TYP.) 6' U.E. (TYP.) 20' SEWER EASEMENT PER LEE MLD NO. 04-S2309 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT REC. NO. 20160031252 20' DRAINAGE EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050583 50' SANITARY SEWER, DRAINAGE & ACCESS EASEMENT PER REC. NO. 98090574 20' UTILITY EASEMENT PER REC. NO. 85062072 SHOWN ON REC. NO. 98090574 30' WATERLINE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT REC. NO. ________ 10' DRY UTILITY EASEMENT REC. NO. 20170029883 30' PEDESTRIAN ACCESS & TRAIL EASEMENT (TYP.) 18' FUTURE TRAIL SECTION 30' PEDESTRIAN ACCESS & TRAIL EASEMENT (TYP.) 10' GRAVEL TRAIL 18' FUTURE TRAIL SECTION ACCESS EASEMENT REC. NO. 20160050584 6' UE 6' UE 4' CONCRETE TRAIL 6' UE SANITARY SEWER LINE A1 SEE SHEET C2.01 28.28 LF 8" PVC N44°38'49"W STA. 12+81.28 45.00° BEND w/ TB N:126445.60 E:216684.91 STA. 16+04.47 45.00° BEND w/ TB N:127014.90 E:216928.47 STA. 18+44.50 8"x8" TEE w/ TB AND (2) G.V. (E, S) N:127016.38 E:216688.44 STA. 12+53.00 45.00° BEND w/ TB N:126425.48 E:216704.79 STA. 10+53.71 CONNECT TO EXISTING N:126424.25 E:216904.08 199.29 LF 8" PVC N89°38'50"W (53.71 LF 8" PVC) N89°38'50"W 59.52 LF 8" PVC N46°22'34"W 240.04 LF 8" PVC N89°38'50"W 46.55 LF 8" PVC N44°43'59"W 232.69 LF 8" PVC N00°21'13"E (325.22 LF 8" PVC) N00°21'13"E STA. 13+25.22 CONNECT TO EXISTING N:126749.14 E:216959.79 STA. 15+57.92 45.00° BEND w/ TB N:126981.83 E:216961.23 STA. 22+24.08 45.00° BEND w/ TB N:127059.41 E:216325.30 STA. 23+89.07 CONNECT TO EXISTING 90.00° BEND w/ TB N:127224.36 E:216321.34 STA. 21+64.56 45.00° BEND w/ TB N:127018.35 E:216368.39 STA. 20+88.96 FIRE HYDRANT ASSEMBLY 8"x6" SWIVEL TEE w/ TB AND G.V. (W) N:127017.88 E:216443.98 STA. 17+23.56 FIRE HYDRANT ASSEMBLY 8"x6" SWIVEL TEE w/ TB N:126887.87 E:216687.64 442.27 LF 8" PVC N00°21'13"E 128.51 LF 8" PVC N00°21'13"E 244.46 LF 8" PVC N89°38'50"W 75.60 LF 8" PVC N89°38'50"W LOT 36 LOT 35 LOT 37 LOT 42 LOT 43 LOT 44 LOT 32 LOT 31 LOT 33 LOT 47 LOT 34 LOT 45 LOT 30 LOT 29 LOT 46 LOT 5 LOT 4 LOT 7 LOT 6 LOT 38 LOT 39 LOT 40 LOT 41 LOT 23 LOT 26 LOT 24 LOT 22 LOT 27 LOT 25 LOT 18 LOT 19 LOT 14 LOT 15 LOT 16 LOT 17 LOT 20 LOT 21 LOT 11 LOT 10 LOT 13 LOT 12 LOT 9 LOT 8 LOT 3 LOT 2 LOT 1 OUTLOT A ACCESS EASEMENT OUTLOT B DRAINAGE & ACCESS EASEMENT LOT 28 SANITARY SEWER LINE A1 SEE SHEET C2.01 SANITARY SEWER LINE A1W SEE SHEET C2.02 STORM LINE 1 SEE SHEET C2.03 STORM LINE 3 SEE SHEET C2.03 STORM LINE 4 SEE SHEET C2.04 STORM LINE 2 SEE SHEET C2.04 STORM LINE 2-1N SEE SHEET C2.04 STORM LINE 2-1S SEE SHEET C2.04 STORM LINE 1 SEE SHEET C2.03 UNDERDRAIN SEE SHEET C2.05 CONCRETE FOREBAY DEPTH GAUGE VIXEN DRIVE CONCRETE WEIR 3' (MIN.) 3' (MIN.) WATERLINE LOWERING SEE SHEET C6.00 WATERLINE LOWERING SEE SHEET C6.00 OUTLOT C WATERLINE LOWERING SEE SHEET C6.00 Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C2.00 UTILITY PLAN 05 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: W EXISTING STORM SEWER EXISTING ELECTRIC METER EXISTING WATER METER EXISTING ELECTRIC VAULT EXISTING POWER POLE EXISTING GAS METER EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S PROPOSED SEWER SERVICE E PROPOSED ELECTRIC SERVICE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 3. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT'S CONSTRUCTION STANDARDS, LATEST EDITION. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 5. ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6. ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH. 7. DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO STREET CONSTRUCTION. 8. ABBREVIATIONS: ACC. = ACCESS EASEMENT E.A.E= EMERGENCY ACCESS EASEMENT U.E. = UTILITY EASEMENT D.G.E. = DRAINAGE & GRADING EASEMENT * = PRIVATE STORM PIPE OR STRUCTURE 9. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 10. A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE FEMA 100-YEAR FLOODPLAIN. 11. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. NOTES: PROPOSED ELECTRIC E VAULT ELEC S W PROPOSED WATER SERVICE SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR C2.00 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT W X X G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W MH MH MH MH MH S S S S S W S S S S S W W S S S S W W W W W W W S S S S S S M H MH MH W W W W W W W W W W HUNTSMAN DR SUNFLOWER SUBDIVISION (SINGLE FAMILY) CW SUBTRUST C/O AGUR FOUNDATION INDUSTRIAL DISTRICT (UNDEVELOPED) LOT 1 LEE MLD (UNDEVELOPED) FEMA 100-YR HIGH RISK FRINGE FEMA 100-YR FLOODWAY FEMA 100-YR HIGH RISK FRINGE INTERCHANGE BUSINESS PARK GENERAL COMMERCIAL DISTRICT (UNDEVELOPED) FOX GROVE (SINGLE FAMILY) EXISTING 8" CONCRETE WALLS 20' SEWER EASEMENT PER LEE MLD NO. 04-S2309 EXISTING 24" ADS STORM DRAIN EXISTING 24" ADS STORM DRAIN ELEV=4909.76 SANITARY MH RIM=4921.11 INV E=4904.97 (12" PVC) INV W=4904.81 (12" PVC) SANITARY MH RIM=4915.05 INV NE=4907.35 (18" METAL) INV SE=4907.30 (18" METAL) EXISTING IRRIGATION DITCH EXISTING DECIDUOUS TREES TO REMAIN (TYP.) BOXELDER CREEK APPROXIMATE LOCATION OF EXISTING SAN SEWER 20' SEWER EASEMENT PER LEE MLD NO. 04-S2309 10' DRY UTILITY EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050584 20' DRAINAGE EASEMENT TO CITY OF FORT COLLINS REC. NO. 20160050583 50' SANITARY SEWER, DRAINAGE & ACCESS EASEMENT PER REC. NO. 98090574 20' UTILITY EASEMENT PER REC. NO. 85062072 SHOWN ON REC. NO. 98090574 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT REC. NO. 20160031251 TO BE VACATED BY SEPARATE DOCUMENT REC. NO. _________________ 30' ACCESS EASEMENT REC. NO. 20170029883 TO BE VACATED BY THE FOX GROVE SUBDIVISION 2ND FILING PLAT TRAIL TO BE REMOVED 10' DRY UTILITY EASEMENT REC. NO. 20170029883 DRAINAGE AND UTILITY EASEMENT REC. NO. 20170029883 TO BE VACATED BY THE FOX GROVE SUBDIVISION 2ND FILING PLAT UTILITY EASEMENT REC. NO. 20170029883 TO BE VACATED BY THE FOX GROVE SUBDIVISION 2ND FILING PLAT UTILITY EASEMENT REC. NO. 20170029883 TO BE VACATED BY THE FOX GROVE SUBDIVISION 2ND FILING PLAT TRAIL TO BE REMOVED EXISTING TRAIL ACCESS EASEMENT NO. 20160050584 EXISTING BARRICADE TO BE REMOVED EXISTING BARRICADE TO BE REMOVED REMOVE RIPRAP & FES EXISTING DETENTION POND 1 TRAIL TO BE REMOVED RIM TO BE ADJUSTED TO FINISHED GRADE REMOVE EXISTING FIRE HYDRANT & REDUCER EXISTING DETENTION POND 2 EXISTING STORM PIPE & OUTLET STRUCTURE TO REMAIN SAWCUT 103 LF 465 SF STREET CUT MILL & OVERLAY ±1286 SQ. FT. OF ASPHALT REMOVE ±7 LF OF CURB & GUTTER REMOVE ±7 LF OF CURB & GUTTER ±1077 LF WATERLINE TO BE RELOCATED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FEMA 100-YR HIGH RISK FRINGE ± 160 SQ. FT. OF REMOVE AND REPLACE (FOR SANITARY SERVICE) ± 130 SQ. FT. OF REMOVE AND REPLACE (FOR WATER SERVICE) ± 160 SQ. FT. OF REMOVE AND REPLACE (FOR SANITARY SERVICE) ± 160 SQ. FT. OF REMOVE AND REPLACE (FOR SANITARY SERVICE) ± 160 SQ. FT. OF REMOVE AND REPLACE (FOR SANITARY SERVICE) ± 130 SQ. FT. OF REMOVE AND REPLACE (FOR WATER SERVICE) CONTRACTOR TO REPLACE ALL DAMAGED CURB AND GUTTER PER FORT COLLINS STANDARDS FOX GROVE DRIVE VIXEN DRIVE MILL & OVERLAY ±4985 SQ. FT. OF ASPHALT Sheet FOX GROVE SUBDIVISION SECOND FILING These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 27 C1.00 DEMOLITION PLAN EXISTING CONDITIONS & 04 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 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. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. 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. Northern Engineering Services, Inc. 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR Earth Engineering Consultants, LLC Lester L. Litton, PE 4396 Greenfield Drive Windsor, CO 80550 (970) 545-3908 EEC Project No. 1132018 DATE: April 18, 2013 SAW CUT LINE MILL & OVERLAY ASPHALT DEMO LINE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS X X D MH SMH S S S S S S S SS SS SS VAULT ELEC W G ELEC T T ELEC BRKR ELEC BRKR MH MH MH MH MH MH MH KEYMAP I-25 FOX GROVE DR VIXEN DR C1.00 requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe –All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be 3 4" washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer’s expense by District personnel or the District’s authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District’s supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District’s acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. C0.02 GENERAL & CONSTRUCTION NOTES 03 EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 10/10/2017 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged during District waterline installation shall be the responsibility of the Contractor. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all other public and private property. 4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7. Permits: Contractor is responsible for obtaining all County road permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Contrctor’s As-Built drawings. 9. Materials of Construction: a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design. b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d. Materials and Installation: All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings. i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. 10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 11. Backfill: Backfill of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority. 12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 17. Inspection: The District shall have the authority to inspect and verify that all construction of facilities is equal to or better than minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices. 18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19. Project As-Built and Record Drawing Requirements: a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built drawings shall be delivered to the project’s design engineer for conversion to Record Drawings. A PDF version shall be delivered to the District. b. Record Drawings are prepared by the project’s design engineer and reflect onsite changes the contractor noted in the As-built drawings. The Record Drawings shall be approved by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved. 20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Final Drainage Report for Fox Grove Subdivision Second Filing dated OCTOBER 23, 2019, 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's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the City of Fort Collins Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Project Datum: NGVD88 Benchmark #1 Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles North of Prospect Road on the North end of a head wall to an irrigation canal. Elevation: 4921.60 Benchmark #2 Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4 miles East of the centerline of I-25, on the bridge parapet wall, on a brass cap stamped "Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap). Elevation: 4940.45 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.19 Basis of Bearings The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North, Range 68 West of the 6th P.M. as bearing North 89°38'50" West. 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Final Drainage Report for Fox Grove Subdivision Second Filing dated OCTOBER 23, 2019 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. C0.01 GENERAL & CONSTRUCTION NOTES 02 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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: VICINITY MAP NORTH GEOTECHNICAL ENGINEER DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR Project Datum: NGVD88 Benchmark #1 Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles North of Prospect Road on the North end of a head wall to an irrigation canal. Elevation: 4921.60 Benchmark #2 Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4 miles East of the centerline of I-25, on the bridge parapet wall, on a brass cap stamped "Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap). Elevation: 4940.45 Please note this plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior city of Fort Collins datum) for their vertical datums. If NGVD29 Unadjusted Datum (prior city of Fort Collins datum) is required for any purpose. the following equation should be used: NGVD29 Unadjusted datum (prior city of Fort Collins datum) = NAVD88 - 3.19 Basis of Bearings The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North, Range 68 West of the 6th P.M. as bearing North 89°38'50" West. Northern Engineering Services, Inc. 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, LLC Lester L. Litton, PE 4396 Greenfield Drive Windsor, CO 80550 (970) 545-3908 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: BEING A REPLAT OF TRACT A, FOX GROVE SUBDIVISION, LOCATED IN THE NORTHWEST 1 4 OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SHEET INDEX GAS----------------- Xcel Energy-------------------------------Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power---Jim Spaulding (970) 416-2772 CABLE------------- Comcast-----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------Robert Rulli (970) 490-7503 WATER------------ East Larimer County Water District-Randy Siddens (970) 493-2044 WASTEWATER--Boxelder Sanitation District-----------Brian Zick (970) 498-0604 STORMWATER- City of Fort Collins Utilities------------Shane Boyle (970) 221-6339 FOX GROVE SUBDIVISION SECOND FILING Earth Engineering Consultants, LLC Lester L. Litton, PE 4396 Greenfield Drive Windsor, CO 80550 (970) 545-3908 Ripley Design Inc. Klara Rossouw 419 Canyon Avenue Ste 200 Fort Collins, CO 80521 (970) 224-5824 Imago Enterprises Inc. Lester Kaplan 140 Palmer Drive Fort Collins, CO 80525 (970) 226-6819 TRAFFIC ENGINEER Northern Engineering Services, Inc. Bob Tessely, PLS 301 N. Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 ENGINEER ING N O R T H E RN UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT 01 C0.00 COVER SHEET 02-03 C0.01-C0.02 GENERAL & CONSTRUCTION NOTES 04 C1.00 EXISTING CONDITIONS & DEMOLITION PLAN UTILITY SHEETS 05 C2.00 OVERALL UTILITY PLAN SANITARY SHEETS 06 C2.01 SANITARY SEWER LINE A1 PLAN AND PROFILE 07 C2.02 SANITARY SEWER LINE A1W PLAN AND PROFILE STORM SHEETS 08 C2.03 STORM LINE 1 AND 3 PLAN AND PROFILES 09 C2.04 STORM LINE 2, 2N, 2S, & 4 PLAN AND PROFILES 10 C2.05 UNDERDRAIN PLAN AND PROFILE GRADING SHEETS 11 C3.00 GRADING PLAN ROAD SHEETS 12 C3.01 NICKS TAIL DRIVE & VIXEN DR PLAN & PROFILE 13 C3.02 ROLLINS DEN DRIVE & FOX GROVE DR PLAN & PROFILE TRAIL CROSS SECTION 14 C3.03 INTERIM REGIONAL TRAIL CROSS-SECTIONS DRAINAGE PLAN SHEETS 15 C4.00 DRAINAGE EXHIBIT EROSION CONTROL SHEETS 16 C5.00 EROSION CONTROL PLAN AND PROFILE 17 - 18 C5.01 - C5.02 EROSION CONTROL DETAILS DETAILS 19 - 20 C6.00 - C6.01 WATER LINE DETAILS 21 C6.02 SEWER LINE DETAILS 22 - 23 C6.03 - C6.04 ROADWAY DETAILS 24 - 26 C6.05 - C6.07 DRAINAGE DETAILS 27 C6.08 GRADING DETAILS C0.00 COVER SHEET 01 PROJECT LOCATION UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061