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HomeMy WebLinkAboutSOUTH COLLEGE STORAGE (6020 S. COLLEGE) - PDP - PDP170012 - PLANS - UTILITY PLANSFossil Creek Pkwy. Lemay Ave. South College Ave. Skyway Dr. 8' TRAVEL TRAVEL 8' MARS DRIVE PARK PARK WALK (MIN) 5' 76' ROW (MIN.) 50' ROADWAY LN. 11' BIKE 6' 8' 5' WALK (MIN) PKWY 6' LN. BIKE (MIN.) 8' 11' ESM'T. UTIL. 9' 9' UTIL. ESM'T. PKWY (MIN.) MAJOR COLLECTOR (10+00.00 - 15+14.80) FUTURE TRAVEL 8' SKYWAY DR. PARK 36' HALF ROW (MIN.) 25' ROADWAY 5' WALK (MIN) PKWY 5' LN. BIKE (MIN.) 6' 12' 9' UTIL. ESM'T. HALF OF COMMERCIAL LOCAL (10+00.00 - 19+61.89) No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. SKYWAY DRIVE (80' R.O.W.) SOUTH COLLEGE AVENUE (ROW VARIES) OWNER: TRILBY HOLDINGS GROUP LLC OWNER: TRILBY HOLDINGS GROUP LLC BARB WIRE FENCE GATE CONCRETE IRRIGATION STRUCTURE EXISTING 12' DIRT ROAD EXISTING 30" FES FL ELEV: 4997.75 15.00 LF 30" RCP @ 7.67% EX. STORM INLET RIM=5005.55 INV IN=4997.99 (N) INV IN=4996.60 (W) INV OUT=4996.35 (E) SPEED LIMIT 55 MPH EX. SAN MH 3 RIM=5016.40 INV IN=5003.30 (S) INV OUT=5003.19 (E) BM 2-12 ELEV=5005.56 20' UTILITY EASEMENT 20' UTILITY EASEMENT BUS STOP "BUS STOP" SIGN OVERHEAD UTILITY EXISTING FIRE HYDRANT EX. SAN MH 4 RIM=5014.90 INV. IN=5005.29 (SE) INV. OUT=5004.73 (N) EX. SAN MH 5 RIM=5012.38 INV. IN=5006.54 (S) INV. OUT=5006.44 (NW) EX SAN MH 6 RIM=5016.24 INV. IN=5007.45 (SW) INV. OUT=5007.26 (N) ABANDONED IRRIGATION DITCH BARB WIRE FENCE ± 720 LF OF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SS SS SS S G G G G G G G G G G G G UD W W W W W W W W W W W W W W W W W W W W F E E E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD VAULT ELEC ELEC T S B M CABLE D VAULT ELEC V.P. V.P. V.P. V.P. V.P. V.P. F E S ST X X X X X X E E E E E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD OWNER: TRILBY HOLDING GROUP LLC MARS DRIVE 50' - 76' ROW 5' SIDEWALK 9' UTILITY EASEMENT TEMPORARY CUL-DE-SAC 9' UTILITY EASEMENT X X X X X X SAWCUT FUTURE ℄ 30" VERTICAL CURB AND GUTTER FUTURE 30" VERTICAL CURB AND GUTTER 5' FUTURE SIDEWALK RAMP RAMP RAMP 30" VERTICAL 9' UTILITY CURB AND GUTTER EASEMENT 30" VERTICAL CURB AND GUTTER 5' SIDEWALK 6' CROSS PAN STA.=10+27.00 STA.=16+18.54 SKYWAY DRIVE MARS DRIVE 50' - ULTIMATE DESIGN END SIDEWALK W/ TYPE III BARRICADE END CURB AND GUTTER TRANSITION TO CUL-DE-SAC STA.=15+14.80 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 10+00 16+00 15+00 14+00 19+00 18+00 17+00 20+00 PI = 10+20.79 PI = 15+73.44 PI = 15+93.54 PI = 16+43.54 PI = 16+63.64 PI = 19+61.89 PI = 19+18.35 STA.=16+18.54 SKYWAY DRIVE MARS DRIVE 30" VERTICAL CURB AND GUTTER SAWCUT EXISTING EDGE OF ASPHALT SKYWAY DRIVE (80' R.O.W.) MARS DRIVE (SEE SHEET C3.01) TIE TO EXISTING RAMP RAMP 8' CROSS PAN 5' SIDEWALK 9' UTILITY EASEMENT 80' ROW VAULT ELEC ELEC T S B M CABLE VAULT ELEC V.P. V.P. V.P. V.P. X X X X X X X X X X X X X X X FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -40 -20 0 20 40 2.17% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -40 -20 0 20 40 3.91% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -40 -20 0 20 40 1.83% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 5002 5004 VAULT ELEC ELEC T S B M CABLE D VAULT ELEC V.P. V.P. V.P. V.P. V.P. V.P. F E S ST H Y D X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD F FDC m5 (16.0:1) (11.8:1) (15.7:1) (15.7:1) (17.2:1) (15.7:1) (10.3:1) (13.1:1) (10.8:1) m4 m2 m1 h1 OS HISTORIC FLOWS FROM NEIGHBORHOOD TO THE WEST EXISTING FLARED END SECTION DETENTION POND M WQCV ELEV. = 5021.82 FT. 100-YEAR ELEV. = 5025.09 FT. TOTAL VOLUME = 5645.24 CU. FT. RAIN GARDEN M SKYWAY DRIVE (80' R.O.W.) MARS DRIVE SOUTH COLLEGE AVENUE (ROW VARIES) INLET INLET INLET INLET INLET EXISTING DRAINAGE WAY m7 m6 M1 W1 E1 OS1 M2 M3 M4 M5 M6 M7 INLET No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C4.00 DRAINAGE EXHIBIT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 1. REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR SKYWAY STORAGE" BY NORTHERN ENGINEERING, DATED MAY 10, 2017 FOR ADDITIONAL INFORMATION. NOTES: EXISTING INLET GRATE EXISTING DECID. TREE EXISTING CONIF. TREE EXISTING LIGHT POLE EXISTING STUMP EXISTING CURB/GUTTER FLOWLINE A2 a3 4:1 79.45  HP SLOPE PROPOSED OVERLAND FLOW DIRECTION CONCENTRATED FLOW DIRECTION EXISTING STORM DRAIN FUTURE CURB AND GUTTER PROPOSED STORM DRAIN DRAINAGE BASIN PROPOSED CONTOUR PROPOSED FLOWLINE ELEVATION EXISTING CONTOUR DRAINAGE BASIN MINOR/MAJOR COEFF. DESIGN POINT DRAINAGE BASIN ID DRAINAGE BASIN AREA EXISTING OVERLAND FLOW DIRECTION RUNOFF SUMMARY TABLE: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION LEGEND: NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 ST 08 DESIGN POINT BASIN ID TOTAL AREA (acres) h1 E1 4.81 0.25 0.31 20.0 18.6 1.93 8.77 m1 M1 0.62 0.85 1.00 5.0 5.0 1.50 6.15 m2 M2 0.26 0.82 1.00 5.0 5.0 0.60 2.54 M3 0.83 0.95 1.00 5.0 5.0 2.24 8.23 m4 M4 0.33 0.81 1.00 5.0 5.0 0.77 3.32 m5 M5 1.09 0.26 0.33 5.0 5.0 0.81 3.55 m6 M6 0.29 0.71 0.89 5.0 5.0 0.59 2.58 m7 M7 0.22 0.88 1.00 5.0 5.0 0.56 2.21 h1 W1 4.12 0.27 0.34 26.0 23.8 1.58 7.27 h1 OS1 0.44 0.31 0.39 13.5 12.2 0.27 1.21 PROPOSED UNDERDRAIN UD PROPOSED CURB AND GUTTER 5008 5012 5016 5002 5004 5008 5012 5016 -40 -20 0 20 40 1.90% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 5006 5008 5012 5016 5020 5024 5006 5008 5012 5016 5020 5024 -40 -20 0 20 40 2.51% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 5010 5012 5016 5020 5024 5028 5010 5012 5016 5020 5024 5028 -40 -20 0 20 40 2.47% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 5014 5016 5020 5024 5028 5032 5014 5016 5020 5024 5028 5032 -40 -20 0 20 40 2.73% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5018 5020 5024 5028 5032 5036 5018 5020 5024 5028 5032 5036 -40 -20 0 20 40 2.08% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5022 5024 5028 5032 5036 5040 5022 5024 5028 5032 5036 5040 -40 -20 0 20 40 2.04% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 5026 5028 5032 5036 5040 5044 5026 5028 5032 5036 5040 5044 -40 -20 0 20 40 2.83% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 5026 5028 5032 5036 5040 5044 5026 5028 5032 5036 5040 5044 -40 -20 0 20 40 1.95% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5026 5028 5032 5036 5040 5044 5026 5028 5032 5036 5040 5044 -40 -20 0 20 40 3.63% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 5030 5032 5036 5040 5044 5030 5032 5036 5040 5044 -40 -20 0 20 40 2.67% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+50 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 2.98% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+00 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 2.66% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+50 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 2.00% 5005.6 5005.62 5007.0 5007.00 5008.7 5008.68 5011.0 5010.98 5017.5 5017.46 5021.3 5021.31 5025.2 5025.16 5028.7 5028.74 5033.5 5033.46 5035.3 5035.26 5036.7 5036.69 5037.3 5037.25 5039.0 5038.95 5039.7 5039.70 5040.4 5040.35 5041.1 5041.10 No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS C4.17-C4.18 FOR INTERSECTION DETAILS PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 08 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 NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 C3.03 PLAN, PROFILE, & CROSS SECTIONS SKYWAY DRIVE X G X X X 5' SIDEWALK TIE TO EXISTING COLLEGE AVENUE MARS DRIVE EXISTING EDGE OF ASPHALT SAWCUT 25' ℄- STA.=10+27.00 5000 5005 5010 5015 5020 5025 5030 5035 5040 5045 5050 5000 5005 5010 5015 5020 5025 5030 5035 5040 5045 5050 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 2.60% 1.60% 1.30% 2.90% 2.80% 1.70% 7.70% 144.0' VC PVI STA = 14+82.40 PVI ELEV = 5031.50 BVCS: 14+10.40 BVCE: 5025.96 EVCS: 15+54.40 EVCE: 5033.59 A.D. = 4.80 K = 30.00 196.0' VC PVI STA = 12+00.99 PVI ELEV = 5009.83 BCVS: 11+02.99 BVCE: 5007.09 ECVS: 12+98.99 EVCE: 5017.38 A.D. = 4.90 K = 40.00 PVI STA = 10+00.00 PVI ELEV = 5004.32 PVI STA = 16+53.63 PVI ELEV = 5036.47 PVI STA = 18+25.00 PVI ELEV = 5039.38 PVI STA = 19+61.89 PVI ELEV = 5041.29 5004.32 5004.97 5005.62 5006.30 5007.00 5007.76 5008.68 5009.75 5010.98 5012.36 5013.91 5015.60 5017.46 5019.38 5021.31 5023.23 5025.16 5027.04 5028.74 5030.23 5031.52 5032.59 5033.46 5034.19 5034.91 5035.64 5036.36 5036.83 5037.25 5037.68 5038.10 5038.53 5038.95 5039.38 5039.70 5040.03 5040.35 5040.70 5041.10 EXISTING GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS C4.17-C4.18 FOR INTERSECTION DETAILS PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 07 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 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 C3.02 PLAN, PROFILE, & CROSS SECTIONS SKYWAY DRIVE LEFT FLOWLINE SKYWAY DRIVE SCALE : 1" = 30' (H) 1" = 5' (V) R50' TEMPORARY CUL-DE-SAC SKYWAY DRIVE (80' R.O.W.) (SEE SHEET C3.02) 5030 5035 5040 5045 5050 5055 5030 5035 5040 5045 5050 5055 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+75 PVI STA = 10+00.16 PVI ELEV = 5036.02 PVI STA = 11+06.16 PVI ELEV = 5037.82 PVI STA = 16+55.93 PVI ELEV = 5041.21 120.0' VC HP ELEV = 5039.78 HP STA = 12+90.34 PVI STA = 12+61.92 PVI ELEV = 5040.00 BVCS: 12+01.92 BVCE: 5039.16 EVCS: 13+21.92 EVCE: 5039.70 A.D. = 1.90 K = 63.16 120.0' VC LP ELEV = 5039.13 LP STA = 14+53.05 PVI STA = 14+79.77 PVI ELEV = 5038.91 BCVS: 14+19.77 BVCE: 5039.21 ECVS: 15+39.77 EVCE: 5039.69 A.D. = 1.80 K = 66.57 1.80% 1.30% 1.40% -0.50% 5036.36 5036.81 5037.26 5037.71 5038.08 5038.43 5038.78 5039.13 5039.44 5039.65 5039.76 5039.77 5039.68 5039.56 5039.43 5039.31 5039.19 5039.13 5039.16 5039.29 5039.52 5039.83 5040.15 5040.48 5040.80 5041.13 EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER LIMITS OF DISTURBANCE LOD FUTURE CURB & GUTTER PROPOSED CENTERLINE 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 TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE 06 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 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 CENTERLINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) C3.01 PLAN & PROFILE MARS DRIVE PROPOSED CURB & GUTTER EDGE OF ASPHALT / / / / / / / / SEE SHEET C3.00 FOR CUL-DE-SAC GRADING X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CTV CTV G OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X 37.00 35.47 35.70 27.03 29.25 26.26 26.48 26.82 26.35 26.83 27.03 36.27 35.69 36.51 36.87 36.77 36.95 37.15 37.70 37.70 36.54 39.08 37.46 37.32 37.33 37.66 36.45 37.26 35.64 21.68 21.14 21.31 20.70 21.06 21.29 29.75 29.36 29.48 29.60 26.40 21.88 26.38 26.38 26.38 26.38 26.38 26.38 38.15 39.08 39.90 39.90 29.48 32.61 FG 35.92 35.96 36.02 35.81 35.74 24.00 24.00 24.00 24.00 24.00 24.00 23.00 23.00 23.00 23.00 23.00 23.00 39.00 FFE=27.03 25.7% 26.32 FG 25.98 FG 25.76 FG 25.85 FG 26.40 FG 36.24 FG 35.31 FG 35.55 FG 36.46 FG 36.47 SKYWAY DRIVE (80' R.O.W.) (SEE SHEET C3.02) 9' UTILITY EASEMENT 5' SIDEWALK 31' -BLDG SAWCUT 4:1 4:1 5:1 5:1 4:1 6:1 5:1 4:1 4:1 4:1 5:1 5:1 3:1 8:1 9.1% 3.1% 3.4% 2.7% 1.3% 2.8% 2.0% 0.8% 9.8% 1.2% 1.2% 0.8% 1.3% 1.1% 7.9% MARS DRIVE (SEE SHEET C3.01) 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT EXPOSED BACK OF CURB EXPOSED BACK OF CURB EXPOSED BACK OF CURB 18" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER RAISED CROSS WALK DRAINAGE EASEMENT RAMP RAMP 12" BACK OF CURB RIPRAP RIPRAP RIPRAP RIPRAP HANDICAP PARKING 9' UTILITY EASEMENT 5' SIDEWALK SOUTH COLLEGE AVENUE (EXISTING ROW VARIES) OWNER: TRILBY HOLDINGS GROUP LLC OWNER: TRILBY HOLDINGS GROUP LLC 29.35 FG 32.11 37.29 37.24 37.75 36.11 9' UTILITY EASEMENT 36.95 36.93 36.90 38.46 38.46 38.57 38.57 37.32 37.34 38.05 40.38 40.38 39.84 39.94 40.17 40.27 39.76 40.00 39.19 39.22 39.36 40.07 39.07 38.83 38.83 25.0% 15.1% 15.1% 3.4% 5.1% 3.8% 1.0% 5.1% 10.1% 12.5% 26.1% 25.0% 25.0% 24.9% 25.0% 19.6% 25.0% 26.38 26.38 26.38 26.40 26.38 26.38 22.21 22.53 21.98 21.92 21.55 21.14 26.38 1.3% 1.1% 0.0% 7.5% 8.0% 7.0% 37.15 41' -BLDG R50' TEMPORARY CUL-DE-SAC 25.0% 25.0% 25.1% 25.0% 6.6% ABANDONED IRRIGATION DITCH 36.97 FG "FIRE LANE NO PARKING" SIGN "FIRE LANE NO PARKING" SIGN "FIRE LANE NO PARKING" SIGN 70.50 HALF ROW ADDITIONAL ROW (WIDTH VARIES) ADDITIONAL ROW (WIDTH VARIES) DRAINAGE EASEMENTE4 PROPOSED "STOP" SIGN PROPOSED "STOP" SIGN No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: PROPOSED CONTOUR PROPOSED UNDERDRAIN PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR FUTURE CURB AND GUTTER LIMITS OF DISTURBANCE PROPOSED SPOT ELEVATION PROPOSED SLOPES PROPOSED STORM INLET EXISTING SPOT ELEVATION PROPOSED LOT LINE EXISTING RIGHT OF WAY LOD 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 AND LOCATION BOTH HORIZONTAL AND VERTICAL OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM: NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONTRACTOR SHALL OBTAIN THE MOST CURRENT SOILS AND SUBSURFACE EXPLORATION REPORT FOR MORE INFORMATION REGARDING PAVEMENT DESIGN, SUBSURFACE TREATMENT AND COMPACTION. 8. CONTRACTOR SHALL CONFIRM DOORWAY, FOUNDATION WALLS, AND SLOPED SLABS WITH STAMPED ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO STAKING. 9. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS NOTES: UD 12" CURB FACE C3.00 GRADING PLAN 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 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 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 05 PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER ST EXISTING SLOPES 12" EXPOSED BACK OF CURB E E E E E E E FDC S S S VAULT ELEC ELEC T S B M CABLE D VAULT ELEC V.P. V.P. V.P. V.P. V.P. V.P. F E S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST H Y D X X X X X X E E E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CTV CTV G OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X S W W W W W W W W W W W W W W W W W W W W W W W W EX. SAN MH 3 RIM=5016.40 INV IN=5003.30 (S) INV OUT=5003.19 (E) EX. SAN MH 2 RIM=5008.08 INV IN=5002.50 (W) INV OUT=5002.26 (N) 20' UTILITY EASEMENT OVERHEAD UTILITY EXISTING FIRE HYDRANT EX. SAN MH 4 RIM=5014.90 INV. IN=5005.29 (SE) INV. OUT=5004.73 (N) EX. SAN MH 5 RIM=5012.38 INV. IN=5006.54 (S) INV. OUT=5006.44 (NW) EX SAN MH 6 RIM=5016.24 INV. IN=5007.45 (SW) INV. OUT=5007.26 (N) INLET A2.1.1 INV. IN=5034.24 (W) INV. OUT=5034.23 (E) FG=5038.58 MH A2.1 INV. IN=5030.51 (N) INV. IN=5030.51 (W) INV. OUT=5030.51 (E) FG=5036.48 INLET A2.2 INV. OUT=5033.57 (S) FG=5036.54 INLET B2 INV. OUT=5032.82 (E) FG=5035.83 FES B1 INV. IN=5032.20 (W) FG=5032.20 INLET A2 INV. IN=5023.30 (N) INV. IN=5023.30 (W) INV. OUT=5023.30 (SW) FG=5026.28 INLET A3 INV. OUT=5024.33 (S) FG=5026.36 OVERFLOW INLET D1 INV. OUT=5021.63 (S) FG=5023.00 FES A1 INV. IN=5023.00 (NE) FG=5023.00 FES D2 INV. IN=5021.24 (N) FG=5021.16 OUTFALL INLET C1 INV. OUT=5020.72 (NE) FG=5020.72 FES C2 INV. IN=5020.20 (SW) FG=5020.20 60.52 LF 12" HDPE @ 0.50% 205.43 LF 12" HDPE @ 0.50% 180.34 LF 12" HDPE @ 4.00% 132.88 LF 12" HDPE @ 2.30% 53.11 LF 15" HDPE @ 7.00% 130.82 LF 15" HDPE @ 0.40% 38.97 LF 15" HDPE @ 1.00% 8" x 8" TEE 8" G.V. (S) & T.B. (APPROXIMATE LOCATION) N:100067.77 E:193987.85 CONNECT TO EXISTING 8" SANITARY SEWER (CONTRACTOR TO FIELD VERIFY) 3/4" METER PIT EXISTING 30" FES FL ELEV: 4997.75 15.00 LF 30" RCP @ 7.67% EX. STORM INLET RIM=5005.55 INV IN=4997.99 (N) INV IN=4996.60 (W) INV OUT=4996.35 (E) CONNECT TO EXISTING GAS LINE (APPROXIMATE LOCATION) N:100044.94 E:193724.62 EXISTING 3-PHASE ELECTRIC FEED COORDINATE CONNECTION WITH CITY LIGHT & POWER N:100024.62 E:194551.16 9'' UTILITY EASEMENT 20' DRAINAGE EASEMENT 9' UTILITY EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 3/4" SERVICE CONNECTION N:99929.59 E:193985.69 8" x 6" REDUCER 6" GV (S) N:99437.19 E:193978.00 6" TEMPORARY F.H. ASSEMBLY N:99424.19 E:193977.77 OWNER: TRILBY HOLDINGS GROUP LLC OWNER: TRILBY HOLDINGS GROUP LLC ±126 L.F. OF 4" PVC @ 2.00% S89°06'11"E MECHANICAL WATERLINE LOWERING 4"x4" TEE W/ 4"- G.V.(E) & T.B. N:99939.59 E:193985.84 48.97 LF 15" RCP @ 2.00% Inlet A2.1.2 INV. OUT=5035.22 (E) FG=5038.58 ±107 L.F. OF 3/4" WATER SERVICE S89°06'11"E ±16 L.F. OF 3/4" WATER SERVICE S45°00'00"E ±111 L.F. OF 4" FIRE LINE S89°06'11"E ±24 L.F. OF 4" FIRE LINE S45°00'00"E ±10 L.F. OF 4" FIRE LINE S00°00'00"E ELECTRIC TRANSFORMER ELECTRIC METER 8" x 6" SWIVEL TEE W/ 6" G.V.(E) & T.B. N:99978.66 E:193985.69 6" F.H. ASSEMBLY N:99979.79 E:194025.84 GAS METER 9' UTILITY EASEMENT RIPRAP RIPRAP DRAINAGE EASEMENT 80' PUBLIC RIGHT-OF-WAY 76' PUBLIC RIGHT-OF-WAY TEMPORARY ACCESS EASEMENT 15' UTILITY EASEMENT ADDITIONAL ROW (WIDTH VARIES) COLLEGE AVENUE (EXISTING ROW VARIES) MARS DRIVE (76' ROW) SKYWAY DRIVE (80' ROW) 70.5' HALF PUBLIC RIGHT-OF-WAY ELECTRIC SERVICE LINE GAS SERVICE LINE FIRE DEPARTMENT CONNECTION 4" FIRE SERVICE 3 4" WATER SERVICE 123.65 LF 15" RCP @ 0.50% No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C2.00 UTILITY PLAN 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 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER CONSTRUCTION SHALL BE PER THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3. ALL SANITARY CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 10. REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 11. ALL STORM SEWER IS TO BE OWNED AND MAINTAINED BY PROPERTY MANAGER. 12. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 13. CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL GAS AND ELECTRIC METERS WITH ARCHITECT AND UTILITY PROVIDERS. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF IRRIGATION SHUT-OFF VALVE AND BACKFLOW DEVICE WITH LANDSCAPE ARCHITECT AND SPRINKLER CONTRACTOR. 15. CONTRACTOR TO COORDINATE SITE LIGHTING (LANDSCAPE) TO ENSURE NO CONFLICTS WITH OTHER UTILITIES. 16. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. W G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT PROPOSED ELECTRIC TRANSFORMER W TF 04 PROPOSED CURB & GUTTER UNDERDRAIN UD BARB WIRE FENCE TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / S S S VAULT ELEC ELEC T S B M CABLE D VAULT ELEC C V.P. V.P. V.P. V.P. V.P. V.P. F E S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ST H Y D X X X X X X X X X X X X X X X X X X X X E E E E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CTV CTV G OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X X X S W W W W W W W W W W W W W W W W W W W W W W W W APPROXIMATE LOCATION OF EXISTING 8" WATERLINE 177.00 LF 8" PVC @ 0.42% 358.39 LF 8" PVC @ 0.40% 287.95 LF 8" PVC @ 0.40% 190.00 LF 8" PVC @ 0.43% 229.48 LF 8" PVC @ 0.30% EX. SAN MH 2 RIM=5008.08 INV IN=5002.50 (W) INV OUT=5002.26 (N) ± 2809 SQ. FT. OF CONCRETE FLATWORK TO BE REMOVED PATCH OF TRESS TO BE REMOVED RIPRAP TO BE REMOVED ELECTRIC VAULTS TO REMAIN TRAFFIC SIGNAL TO REMAIN CABLE VAULT TO BE RELOCATED ±6300 SF OF SAW CUT AND PATCH CABLE VAULT TO BE RELOCATED BOLLARDS TO REMAIN REMOVE ± 110 LF OF FENCE REMOVE TREES N:100018.18 E:194590.18 N:100024.19 E:193682.10 N:99393.22 E:193702.13 N:99379.52 E:194591.38 CONCRETE CHASE TO BE REMOVED RIPRAP TO BE REMOVED No. Revisions: By: Date: REVIEWED BY: N. Haws DESIGNED BY: DRAWN BY: SCALE: DATE: 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C1.00 DEMOLITION PLAN EXISTING CONDITIONS & 03 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 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING ELECTRIC E LEGEND: G FO EXISTING STORM SEWER ST EXISTING FIBER OPTIC EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING UTILITY POLE FIELD SURVEY 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. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 3-07 Northwest corner of Timberline Road and Prospect Road on the northwest corner of a traffic signal base. Elevation = 4919.13 City of Fort Collins Benchmark 4-07 Southwest corner of Timberline Road and Bear Mountain Drive due north of the new police building on the southwest corner of a catch basin. Elevation = 4942.84 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD 29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD 29 Unadjusted = NAVD88 - 3.19' Basis of Bearings The East line OF THE Southeast Quarter of Section 11, as bearing North 00° 23' 09" Northern Engineering Services, Inc. Project No. 1269-001 Date: April 2016 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR GAS EXISTING TELEPHONE PEDESTAL 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Skyway Storage dated 05.10.2017 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort Collins. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 2-12 Southwest corner of South College Ave. and Skyway Dr. on a concrete traffic signal base. Elevation = 5005.56 City of Fort Collins Benchmark 3-96 On the south side of Derry Dr. approximately 150 feet east of O'Leary Ct., on the southeast corner of a storm inlet structure. Elevation = 4958.99 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD 29 UNADJUSTED = NAVD88 - 3.19' Basis of Bearings The East line OF THE Southeast Quarter of Section 11, as bearing North 00° 23' 09" West (assumed bearing) 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: a. N/A 48. Approved Variances are listed as follows: a. 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. 16. For additional information see separate SWMP Report for Timberline Storage. 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 Preliminary Drainage Report for Skyway Storage dated 05.10.2017 by Northern Engineering shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterlines shall be C900, DR 18 PVC pipe with a minimum 12 gage insulated tracer wire. 2. The size, type and location of all known underground utilities are approximate when shown on these drawings. It shall be the responsibility of the contractor to verify the existence of all underground utilities in the area of the work. Before commencing new construction, the contractor shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities. 3. Water service provided by Fort Collins-Loveland Water District. Sanitary service provided by South Fort Collins Sanitation District. 4. Utility services are shown in a schematic fashion only. Exact locations shall be per the requirements of the respective utility providers, and are subject to change in the field. 5. All water fittings and valves are only graphically represented and are not to scale. 6. Minimum depth of cover over water mains shall be 5.0'. maximum cover shall be 6.0'. 7. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer mains, water mains and services. 8. 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 bicycle or vehicle wheel paths. 9. All connections to existing manholes shall be core drilled according to the South Fort Collins Sanitation District standard construction specifications 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 C0.01 CONSTRUCTION NOTES GENERAL NOTES & 02 05.10.2017 PROJECT: 1269-002 Sheet of 07 SOUTH COLLEGE STORAGE 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 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: VICINITY MAP NORTH ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: 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 CONTACT INFORMATION COVER SHEET SHEET INDEX GENERAL NOTES & CONSTRUCTION NOTES PRELIMINARY UTILITY PLANS FOR EXISTING CONDITIONS & DEMOLITION PLAN A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DEVELOPER/APPLICANT PROJECT TEAM: SITE ENGINEER SURVEYOR PLANNER/ LANDSCAPE ARCHITECT PROJECT DATUM: NAVD 88 City of Fort Collins Benchmark 2-12 Southwest corner of South College Ave. and Skyway Dr. on a concrete traffic signal base. Elevation = 5005.56 City of Fort Collins Benchmark 3-96 On the south side of Derry Dr. approximately 150 feet east of O'Leary Ct., on the southeast corner of a storm inlet. Elevation = 4958.99 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD 29 UNADJUSTED = NAVD88 - 3.19' Basis of Bearings The East line of the Southeast Quarter of Section 11, as bearing North 00° 23' 09" West SOUTH COLLEGE STORAGE MARS DRIVE PLAN & PROFILE MAY 2017 VICINITY MAP NORTH Northern Engineering Services, Inc. Project No. 1269-002 Date: April 2016 E NGINEER ING N O R T H E RN E NGINEER ING N O R T H E RN Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Nick Haws, PE, LEED AP 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Brandon Grebe, MBA, LEED AP BD+C (970) 556-9111 Ripley Design Inc. Sam Coutts 419 Canyon Avenue, Suite 200 Fort Collins, Colorado 80521 (970) 224-5828 DRAINAGE EXHIBIT 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 PROJECT LOCATION C0.00 C0.01 C1.00 C3.01 C4.00 C3.00 GRADING PLAN C2.00 UTILITY PLAN MEP ENGINEER Rossi Engineering Inc. Vince Rossi (303) 720-9827 ARCHITECT Vaught Frye Larson Architects Chris Aronson 419 Canyon Avenue, Suite 200 Fort Collins, Colorado 80521 VAUGHT FRYE LARSON architects (970) 224-1191 CONTRACTOR GYS General Contracting, LLC David Harvey (719) 510-4202 C0.00 COVER SHEET 01 GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power------- Justin Fields (970) 224-6150 CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink----------------------------------- William Johnson (970) 377-6401 WATER------------ Fort Collins-Loveland Water District---- Terry Farrill (970) 226-3104 WASTEWATER--South Fort Collins Sanitation District--- Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities---------------- Shane Boyle (970) 221-6339