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Home My WebLink AboutSOUTH COLLEGE STORAGE - FDP - FDP170019 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSFossil Creek Pkwy. Lemay Ave. South College Ave. Skyway Dr. 8' TRAVEL TRAVEL 8' PARK PARK WALK (MIN) 5' 76' ROW (MIN.) 54' ROADWAY LANE 11' BIKE 5' 6' 5' WALK PKWY (MIN) (MIN.) 6' 11' ESM'T. UTIL. 9' 9' UTIL. ESM'T. 7' MIN. FENCE SETBACK PKWY (MIN.) Park Buffer 3' 5' 3' Park Buffer LANE BIKE 25' HALF ROADWAY 36' HALF ROW (MIN.) 7' MIN. FENCE SETBACK 9' UTIL. ESMT WALK (MIN) 5' PKWY (MIN.) 6' 10' TRAVEL 7' PARK 5' 3' PARK BUFFER SKYWAY DR. (10+00.00 - 19+61.89) MARS DRIVE (10+00.00 - 15+14.80) No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 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 ± 990 LF OF BARB WIRE FENCE TO BE REMOVED 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 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 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 SS SS SS S G G G G G G G G G G G G W W W W W W W F FDC UD E E E E E E E S S S VAULT UD Inlet A3 STA 12+17.50 N: 99606.67 E: 193964.11 INLET A2 STA 11+64.46 N: 99605.84 E: 194017.14 FES A1 STA 10+00.00 N: 99569.22 E: 194177.47 164.46 LF 15" HDPE @ 5.00% 53.04 LF 15" RCP @ 4.80% MARS DRIVE. WATER LINE LOWERING STA.=12+00.98 W W W W W W W W W W E E E E E E W W W W W W W W W W F FDC E E E E E E E E INLET B2 STA 11+93.09 N: 99986.30 E: 193943.21 FES B1 STA 10+00.00 N: 100003.61 E: 194135.52 193.09 LF 18" RCP @ 1.75% SKYWAY DRIVE. MARS DRIVE. WATER LINE LOWERING STA.=11+49.49 5020 5025 5030 5035 5040 5045 5020 VAULT ELEC ELEC T S B M CABLE VAULT ELEC V.P. V.P. S SS SS SS SS E E E E E E E E E E E OHU OHU OHU OHU X X INLET C2 STA 11+18.60 N: 100024.89 E: 194531.35 FES C1 STA 10+00.00 N: 99906.30 E: 194531.25 118.60 LF 15" RCP @ 1.05% SKYWAY DRIVE. SS SS UD UD FES E1 STA 10+00.00 N: 99541.51 E: 194351.57 143.15 LF 12" HDPE @ 0.20% STORM LINE D (SEE THIS SHEET) HEADWALL E2 CONNECTION STA 11+43.15 N: 99476.96 E: 194223.80 4990 4995 5000 5005 5010 5015 5020 4990 4995 5000 5005 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 E E E E E E E E E E LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD X X X X X X X X MARS DRIVE TEMPORARY CUL-DE-SAC SAWCUT FUTURE ℄ 30" VERTICAL CURB AND GUTTER FUTURE 30" VERTICAL CURB AND GUTTER RAMP RAMP RAMP 30" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER 8' CROSS PAN MARS DRIVE STA.=10+27.00 SKYWAY DRIVE STA.=15+59.86 END CURB AND GUTTER TRANSITION TO CUL-DE-SAC STA.=15+14.80 SKYWAY DRIVE (80' R.O.W.) (SEE SHEET C4.03) 37.53 37.53 76' ROW 54' - 5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' FUTURE SIDEWALK LOD LOD LOD LOD LOD LOD LOD LOD X X X X X X TEMPORARY CUL-DE-SAC FUTURE ℄ 30" VERTICAL CURB AND GUTTER FUTURE 30" VERTICAL CURB AND GUTTER END CURB AND GUTTER TRANSITION TO CUL-DE-SAC STA.=15+14.80 37.53 37.53 54' - ULTIMATE DESIGN TYPE III BARRICADE FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE 30" VERTICAL CURB AND GUTTER STORM LINE A (SEE SHEET C3.01) R50' TEMPORARY CUL-DE SAC 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 -1.50% -3.50% PVI STA = 21+70.51 PVI ELEV = 5028.24 170.0' VC HP ELEV = 5039.94 HP STA = 16+72.10 PVI STA = 16+78.08 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 10+00 15+00 14+00 16+00 18+00 17+00 19+00 PI = 15+86.86 PI = 19+03.20 PI = 18+59.67 PI = 15+14.86 PI = 15+32.86 PI = 16+04.86 PI = 16+06.96 PI = 15+12.75 PI = 10+00.00 PI = 10+19.09 SKYWAY DRIVE STA.=15+59.86 SKYWAY DRIVE MARS DRIVE 30" VERTICAL CURB AND GUTTER EXISTING EDGE OF ASPHALT SKYWAY DRIVE (80' R.O.W.) MARS DRIVE (SEE SHEET C4.01) 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 FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -40 -20 0 20 40 3.7% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -40 -20 0 20 40 1.5% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 5002 5004 5008 5012 5016 5020 5002 5004 5008 5012 5016 5020 -40 -20 0 20 40 2.3% FLOW LINE Horizontal Scale 1" = 20' 9+37 10+00 14+00 15+00 16+00 18+00 17+00 19+00 SKYWAY DRIVE STA.=15+59.86 MARS DRIVE 30" VERTICAL CURB AND GUTTER SKYWAY DRIVE MARS DRIVE (SEE SHEET C4.01) TIE TO EXISTING RAMP RAMP 8' CROSS PAN 5' SIDEWALK 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 G X X X ELEC 5' SIDEWALK TIE TO EXISTING COLLEGE AVENUE MARS DRIVE 25' ℄- STA.=10+27.00 7 1 1 7 1 1 1 1 7 7 1 1 11' TRAVEL 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 ST X E 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 CTV No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 15 1 CONCRETE WASHOUT AREA 2 ROCK SOCK DETAIL 3 VEHICLE CONTROL TRACKING PAD VTC 7 OUTLET PROTECTION IP1 5 CURB INLET PROTECTION 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 RS CWA SF SF 9 SILT FENCE OP1 WATTLE WATTLE OR No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 C6.00 DETAILS 16 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 5'-0" TYPICAL 4" TYP 100 FIRE HYDRANT 101 GATE VALVE 102 METER PIT 103 104 TRENCH AND BEDDING 106 SANITARY SERVICE THRUST BLOCKS 107 TRENCH AND BEDDING All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Chris J. Matkins, General Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 105 WATER LINE LOWERING No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 C6.01 DETAILS 17 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 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" No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 ENGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.02 DETAILS 18 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 Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 C6.03 DETAILS 19 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 400 PAVING SECTIONS (PRIVATE AREAS OUTSIDE ROW) NOTES: 1. ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE REPORT BY EARTH ENGINEERING CONSULTANTS, LLC., TITLED "SUBSURFACE EXPLORATION REPORT EXECUTIVE STORAGE FACILITY 6020 SOUTH COLLEGE AVENUE FORT COLLINS, COLORADO" (EEC PROJECT:1172005), DATED FEBRUARY 27, 2017, AND ANY SUBSEQUENT ADDENDA. 2. REFER TO PLANS BY RIPLEY DESIGN FOR ADDITIONAL HARDSCAPE INFORMATION. 3. NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 4. SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. 5. CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. PAVEMENT SECTION 5.5" CONCRETE LIGHT DUTY PAVING ASPHALT PAVEMENT SECTION 1/2" THK GALV. STEEL PLATE 8 1 6" DIA. (POND A) 1'-5" 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. INVERT ELEV. 5019.70 (POND M) No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 ENGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com C6.04 DETAILS 20 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 March 19, 2011 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall 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 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 ELEC 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 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 100-YEAR ELEV. = 5024.15 FT. TOTAL VOLUME = 38,158 CU. FT. RAIN GARDEN M SKYWAY DRIVE (80' R.O.W.) MARS DRIVE SOUTH COLLEGE AVENUE (ROW VARIES) INLET INLET EXISTING DRAINAGE WAY m7 m6 W1 E1 OS1 M2 M3.a M4 M5 M6 M7 INLET (REPLACED 2' CURB CHASE) M8 m8 M3.c M3.b 20' CURB CUT OUTFALL M1 No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 C7.00 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 "FINAL DRAINAGE REPORT FOR SOUTH COLLEGE STORAGE" BY NORTHERN ENGINEERING, DATED August 8, 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 21 DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) h1 E1 4.81 0.25 0.31 20.0 18.6 1.93 8.77 m1 M1 0.50 0.87 1.00 5.0 5.0 1.24 5.00 m2 M2 0.26 0.82 1.00 5.0 5.0 0.60 2.54 m1 M3.a 0.30 0.95 1.00 5.0 5.0 0.80 2.95 m4 M3.b 0.12 0.95 1.00 5.0 5.0 0.32 1.16 m2 M3.c 0.41 0.95 1.00 5.0 5.0 1.12 4.11 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 m8 M8 0.12 0.78 0.98 5.0 5.0 0.26 1.13 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 be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A. Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C. Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D. Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A. General 1. Refer to project specifications for excavation requirements. B. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. 504 BIORETENTION SAND MEDIA SPECIFICATIONS 503 TYPICAL RAIN GARDEN SECTION 501 DIMENSIONS FOR SLOTTED HDPE PIPE SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 4" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 506 NYLOPLAST 12" BASIN 4" MIN EXTEND MIN. 6" INTO SUBGRADE 12" VARIES INTEGRATED DUCTILE IRON FRAME & SOLID GRATE TO MATCH BASIN O.D. NOTES: 1 - GRATES/SOLID COVERS 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 SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 12" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 10" TO BE SOLID, WITHOUT PERFORATIONS 10" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM (NO BOTTOM CAP) NYLOPLAST SOLID H-20 HINGED GRATE (ROTATE TO MATCH PAVER PATTERN) 500 100-YEAR ORIFICE PLATE 100 YEAR ORIFICE PLATE SUMMARY POND INV. ELEV. OPENING AREA DIAMETER (IN) M 5019.70 8 1/6" 100 YEAR ORIFICE PLATE PLAN A A C B B C SECTION A-A SECTION B-B SECTION C-C DETAIL 1 502 20' CURB CUT SECTION W/ BOLLARDS 505 BOLLARD DETAIL (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10" MIN. BASED ON MANUFACTURING REQ.) 6" 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) WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (1, 2) INTEGRATED DUCTILE IRON FRAME & DOME GRATE TO MATCH BASIN O.D. NYLOPLAST 30" DRAIN BASIN: 2830AG _ _X DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-193 REV G 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 30 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 (4" - 24"). 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 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" 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 HEAVY DUTY PAVING CONCRETE NOT ALLOWED 7" APPROVED SUBGRADE 8" APPROVED SUBGRADE 4" HOT BITUMINOUS PAVEMENT (S OR SX) 5" HOT BITUMINOUS PAVEMENT (S OR SX) INLET SCHEDULE INLET ID INLET TYPE A2 5' TYPE R A3 5' TYPE R B2 TYPE C (DEPRESSED) C2 10' TYPE R MONITORING WELL D2 NYLOPLAST 30" DOME GRATE CLEAN OUT D3 NYLOPLAST 12" BASIN (CLOSED LID) 400 INLET SCHEDULE 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' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. 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 back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb -FOC Flow -Face line of Curb Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC See Note 3 EDGE TAPER CROSS-SECTION 1:50 max. 1:20 max. 1/4" MAX. FL LIP 6" 6" 6" VISUALLY CONTRASTING CONCRETE 6" CURB AS NEEDED 6" N.T.S. FOR LANDSCAPING 6" Vertical Curb Road Surface Raised Cross Walk 3" FULL HEIGHT N.T.S. 2" KEY Road Surface RAISED CROSS WALK CROSS-SECTION Direction of Travel 2" Key C 3" Full Depth Begin Transition To Lip From Full Depth (w/ curb ramp) 5' 2' 3" Full Depth 5' 12.5' 25' Length SPEED TABLE CROSS-SECTION Road Surface 3" Full Depth 3" Full Depth 12' Length 2" Key 6' Direction of Travel C 2' N.T.S. 301 2' CONCRETE PAN (PRIVATE ON-SITE) VAN- ACCESSIBLE PARKING MIN. MIN. CAR ACCESSIBLE VAN ACCESSIBLE 8' 5' 8' 9' 9' 9' RESERVED RESERVED PARKING ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE VAN ACCESSIBLE. ONE SIGN PER SPACE REQUIRED R7-8 ONE SIGN PER SPACE REQUIRED R7-8 NO PARKING TYPICAL PAVEMENT MARKINGS 301 HANDICAP PARKING REQUIREMENTS NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. UNIVERSAL FIRE LANE SIGN DETAIL 18" 12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) 4" 4" R2" 4" 4" R2" 6" OUTLET PIPE FRONT VIEW SIDE VIEW 303 CONCRETE COLLAR Gutter to gutter width of approach street 1/2 R11-2 (48x30) 1/4 1/4 extended by future development. dead end on a temporary basis, and must be maintained by the Developer until the street is These signs and barricades must be installed by the Developer at the end of all new streets that background, front side only, paint back and edges white. 3. Use 6" wide reflectorized orange stripes on reflectorized white 2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber. 1. Rails shall be nominal lumber dimension. NOTES: 8" to 12" 8" to 12" 8" to 12" 4. Other options may be used as approved by Local Entity Engineer. ROAD CLOSED ATTACHED / SIDEWALK DOES NOT END AT BARRICADE ENDS AT BARRICADE DETACHED OR SIDEWALK NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached 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) 201 PRIVATE VERTICAL CURB & GUTTER 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" 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 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, CONST. see DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial 200 ASPHALT PAVEMENT JOINT FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. 6. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. PLAN VIEW NTS Ramp Flare Gutter Ramp Ramp Flare Curb Curb Conc. Flare PanelsPanels Truncated dome panels: 1-2'x2.5' 1-2'x2' Truncated Dome Warning Detection Plan Locations LEGEND: BOC- Back of curb ⅊ Property Line PT - Point of Tangency Flow line Section A-A NTS 4'-6" 2'-6" 2'-0" 2'-0" t Varies Varies 4.5' 6.0' .5' 1.5' 4.5' 1.5 ' 12.0' 12.0' 4.5' .5' 4.5' 6.0' Landscaped Area PT Curb A A 6" Curb (TYP) 0" Curb Full height curb Truncated dome warning detection ⅊  PT of walk R15.⅊ 0' ⅊ & BOW 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Sidewalk Area to be landscaped Conc. walk Gutter or Apron Truncate Dome Warning Panel 1:12 Max slope 1:20 Slope PT of curb return 6" Conc. Flare 6" Curb (TYP) See note 6 MODIFIED INFLOW 9" OUTFALL Radius = 8" 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. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction 1 is 1:50 or 4" per foot. 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" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match 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. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (max)  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb Option, See Note 5 Curb (TYP.) SIDEWALK SIDEWALK 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) INFLOW 6" 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) 1 2 3 4 WATERLINE LOWERING ELEVATIONS CROSSING 1 2 3 4 5 D L T STORM DRAIN A - MARS DRIVE 5032.96 5030.96 5030.96 5032.96 5032.46 15" 3' 2.0 STORM DRAIN B - MARS DRIVE 5031.28 5029.35 5029.35 5031.43 5030.85 18" 3' 2.1 5 NOTE: INSTALLATION OF WATTLE STAKES MAY VARY WITH NO GAPS (TYP.) TIGHTLY ABUTTING ENTRENCH 3" FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON IP2 6 DROP INLET PROTECTION A A PLAN VIEW SECTION A-A 2:1 OP2 WQCV 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 C5.01 EROSION CONTROL PLAN 15 8 OUTLET STRUCTURE PROTECTION 4 VMAX SC250 INSTALLATION (EROSION CONTROL BLANKET) Location Pipe Diameter (Inches) Ordinary Riprap Type Riprap Length (ft) Riprap Width (ft) Riprap Depth (ft) Storm Line A 15 Type M 5.0 3.0 2.0 Storm Line B 18 Type M 7.0 5.0 2.0 Storm Line C 15 Type M 5.0 3.0 2.0 Storm Line E 12 Type M 5.0 3.0 2.0 SLOPE INSTALLATION DETAIL 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up-slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5. Consecutive RECPs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. Drawn on: 5-4-17 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 2"-5" (5-12.5cm) 3B 4 2 5 1 3A 12"(30cm) 6" (15cm) 6" (15cm) *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. 3"(7.5cm) 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-772-2040 www.nagreen.com DRAWING NOT TO SCALE VMAX SC250 TURF REINFORCEMENT MAT (SEE DRAINAGE REPORT FOR SIZING CALCULATIONS) G OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X S E E E E E E E 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 G G G G G G G G G UD E E E E E RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS IP1 IP1 IP1 ECB ECB CWA VTC OP1 OP1 OP1 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 IP2 OP2 RS RS RS RS RS SF SF SF SF SF SF SF SF SF SF SF 8:1 5:1 5:1 4:1 4:1 5:1 4:1 5:1 4:1 4:1 4:1 5:1 5:1 ECB ECB ECB ECB RS RS No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER NATURAL HABITAT BUFFER ZONE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPOSED STORM INLET SILT FENCE SF INLET PROTECTION IPX STRAW WATTLE PROTECTION SW VEHICLE TRACKING PAD VTC SF RIPRAP ECB 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 4.07 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE SEE SEPARATE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED AUGUST 8, 2017 FOR ADDITIONAL INFORMATION. GENERAL NOTES: 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 ROCK SOCK WITH MARKER RS ECB OUTFALL PROTECTION OP CONCRETE WASHOUT AREA CWA PROPOSED STORM SEWER LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter 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 STORMWATER FACILITIES 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, 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. EROSION CONTROL NOTES: 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 14 C5.00 EROSION CONTROL PLAN 14 EROSION CONTROL BLANKET (VMAX SC250 FROM NORTH AMERICAN GREEN) LANE 6' BIKE LANE 8' PARKING 11' TRAVEL LANE 6' BIKE LANE 8' PARKING 10' PARKWAY 10' PARKWAY No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 ENGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING RIGHT-OF-WAY LEGEND: EXISTING 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 SHEET C4.01 FOR INTERSECTION DETAILS 7. SKYWAY STRIPING ON THIS PLAN IS ONLY INTERIM AND THE STANDARD STRIPING WILL BE IMPLEMENTED AT SUCH A TIME AS IT BECOMES NECESSARY. PROPERTY BOUNDARY PROPOSED EASEMENT 13 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 C4.05 STRIPPING PLAN SKYWAY DRIVE 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN WHITE LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "SCHOOL" (30.0 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 MEDIAN 50' O.C. 45° LINE ANGLES YELLOW 18" WIDE 10' 30' 10' 30' 10' 12 8" BROKEN WHITE 6' 3' 6' 3' 6' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3' 3' 3' 3' 3' 4" WHITE DASHED LINE PREFORMED THERMOPLASTIC O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A. 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. B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C. ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT 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. G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K. 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. L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: 3' 3' 3' 3' 3' 8" WHITE DASHED LINE PREFORMED THERMOPLASTIC (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) 13 6" BROKEN WHITE 3' 9' 3' 9' 3' PROPOSED CURB & GUTTER PROPOSED LOT LINE Vertical Scale 1" = 2' 12+00 5006 5008 5012 5016 5020 5024 5006 5008 5012 5016 5020 5024 -40 -20 0 20 40 3.2% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 5014 5016 5020 5024 5028 5032 5014 5016 5020 5024 5028 5032 -40 -20 0 20 40 2.4% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 5018 5020 5024 5028 5032 5036 5018 5020 5024 5028 5032 5036 -40 -20 0 20 40 2.1% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 5018 5020 5024 5028 5032 5036 5018 5020 5024 5028 5032 5036 -40 -20 0 20 40 2.4% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5022 5024 5028 5032 5036 5040 5022 5024 5028 5032 5036 5040 -40 -20 0 20 40 3.4% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5026 5028 5032 5036 5040 5044 5026 5028 5032 5036 5040 5044 -40 -20 0 20 40 3.6% 2.2%2.2% 2.2% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 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 3.8% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 3.1% FLOW LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 5030 5032 5036 5040 5044 5048 5030 5032 5036 5040 5044 5048 -40 -20 0 20 40 3.1% 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 2.5% 5008.0 5007.25 5009.7 5009.03 5011.8 5011.44 5015.3 5014.48 5021.9 5021.97 5025.4 5025.82 5028.8 5029.19 5031.8 5031.73 5035.7 5034.83 5037.2 5036.19 5038.1 5037.26 5038.7 5038.05 5040.4 5039.75 5041.1 5040.46 (0.2%) (1.6%) (-0.6%) (1.2%) (1.7%) (1.2%) (-0.7%) (2.0%) (-0.3%) -3.2% 4.9% (1.9%) (0.8%) (1.7%) (-0.7%) (1.2%) 30" VERTICAL CURB AND GUTTER 5' SIDEWALK 30" VERTICAL CURB AND GUTTER 5' SIDEWALK 30" VERTICAL CURB AND GUTTER 5' SIDEWALK EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE 8' CROSSPAN 8' CROSSPAN No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 12 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 C4.04 PLAN, PROFILE, & CROSS SECTIONS SKYWAY DRIVE 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 SHEET C4.01 FOR INTERSECTION DETAILS PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PUBLIC WALK X G X X X 5' SIDEWALK 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 1.70% 2.87% 1.50% 7.70% 2.00% 1.35% 1.60% 144.9' VC PVI STA = 14+18.72 PVI ELEV = 5031.12 BVCS: 13+46.28 BVCE: 5025.54 EVCS: 14+91.16 EVCE: 5033.20 A.D. = 4.83 K = 30.00 120.0' VC PVI STA = 16+16.90 PVI ELEV = 5036.80 BVCS: 15+56.90 BVCE: 5035.08 EVCS: 16+76.90 EVCE: 5037.70 A.D. = 1.37 K = 87.55 228.0' VC PVI STA = 11+26.20 PVI ELEV = 5008.59 BCVS: 10+12.20 BVCE: 5006.31 ECVS: 12+40.20 EVCE: 5017.37 A.D. = 5.70 K = 40.00 PVI STA = 10+00.00 PVI ELEV = 5006.07 PVI STA = 17+02.00 PVI ELEV = 5038.08 PVI STA = 18+10.86 PVI ELEV = 5039.93 PVI STA = 19+03.20 PVI ELEV = 5041.29 5006.07 5006.59 5007.25 5008.06 5009.03 5010.16 5011.44 5012.88 5014.48 5016.23 5018.12 5020.05 5021.97 5023.90 5025.82 5027.61 5029.19 5030.57 5031.73 5032.69 5033.45 5034.17 5034.88 5035.58 5036.21 5036.77 5037.26 5037.68 5038.05 5038.47 5038.90 5039.32 5039.75 5040.12 5040.46 5040.84 5041.24 EXISTING GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 11 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 C4.03 PLAN, PROFILE, & CROSS SECTIONS SKYWAY DRIVE LEFT FLOWLINE SKYWAY DRIVE SCALE : 1" = 30' (H) 1" = 5' (V) 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 SHEET C4.01 FOR INTERSECTION DETAILS PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PUBLIC WALK PVI ELEV = 5040.53 BVCS: 15+93.08 BVCE: 5039.42 EVCS: 17+63.08 EVCE: 5039.25 A.D. = 2.80 K = 60.66 160.0' VC PVI STA = 19+25.43 PVI ELEV = 5036.82 BVCS: 18+45.43 BVCE: 5038.02 EVCS: 20+05.43 EVCE: 5034.02 A.D. = 2.00 K = 80.00 5039.51 5039.87 5038.70 5037.01 5034.21 5030.71 5039.75 5039.90 5039.94 5039.71 5039.44 5039.08 5038.33 5037.95 5037.52 5036.43 5035.77 5035.03 5033.33 5032.46 5031.58 5029.83 5028.96 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 PVI STA = 21+70.51 PVI ELEV = 5027.52 160.0' VC PVI STA = 19+25.43 PVI ELEV = 5036.10 BVCS: 18+45.43 BVCE: 5037.30 EVCS: 20+05.43 EVCE: 5033.30 A.D. = 2.00 K = 80.00 170.0' VC HP ELEV = 5039.22 HP STA = 16+72.10 PVI STA = 16+78.08 PVI ELEV = 5039.81 BVCS: 15+93.08 BVCE: 5038.70 EVCS: 17+63.08 EVCE: 5038.54 A.D. = 2.80 K = 60.66 5038.79 5039.04 5039.18 5039.22 5039.15 5038.99 5038.72 5038.36 5037.98 5037.61 5037.23 5036.80 5036.30 5035.71 5035.05 5034.31 5033.49 5032.62 5031.74 5030.87 5029.99 5029.12 5028.24 -1.50% -3.50% 1.30% PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 -1.50% -3.50% 1.30% PVI STA = 21+70.51 PVI ELEV = 5027.52 170.0' VC HP ELEV = 5039.22 HP STA = 16+72.10 PVI STA = 16+78.08 PVI ELEV = 5039.81 BVCS: 15+93.08 BVCE: 5038.70 EVCS: 17+63.08 EVCE: 5038.54 A.D. = 2.80 K = 60.66 160.0' VC PVI STA = 19+25.43 PVI ELEV = 5036.10 BVCS: 18+45.43 BVCE: 5037.30 EVCS: 20+05.43 EVCE: 5033.30 A.D. = 2.00 K = 80.00 5038.79 5039.04 5039.18 5039.22 5039.15 5038.99 5038.72 5038.36 5037.98 5037.61 5037.23 5036.80 5036.30 5035.71 5035.05 5034.31 5033.49 5032.62 5031.74 5030.87 5029.99 5029.12 5028.24 EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 10 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 CENTERLINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) C4.02 PLAN & PROFILE MARS DRIVE SEE SHEET C4.00 FOR CUL-DE-SAC GRADING WEST FLOW LINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EAST FLOW LINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 MATCH LINE SEE SHEET C4.01 STA 15+75.00 MATCH LINE SEE SHEET C4.01 STA 15+75.00 MATCH LINE STA SEE SHEET C4.01 15+75.00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER LIMITS OF DISTURBANCE LOD FUTURE CURB & GUTTER PROPOSED CENTERLINE OVER-EXCAVATION AND REPLACEMENT AREA 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. LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) REQUIRE THAT A MINIMUM OF 3-FEET SEPARATION EXISTS BETWEEN THE BOTTOM OF A PAVEMENT SECTION AND UNDISTURBED BEDROCK WITHIN THE ROADWAY THAT WOULD BE CONSIDERED CITY OF FORT COLLINS ROADWAY. A. LCUASS REQUIRES AN OVER-EXCAVATION AND REPLACEMENT APPROACH IN AREAS THAT DO NOT HAVE 3 FEET OF SEPARATION. B. DURING THE ROADWAY UTILITY INSTALLATION A BETTER UNDERSTANDING OF THE BEDROCK PROFILE WITHIN THE ROADWAY ALIGNMENT SHOULD BE DETERMINED BY THE GENERAL CONTRACTOR. C. ALL BEDROCK FOUND TO BE WITHIN 3 FEET OF THE BOTTOM OF THE PAVEMENT SHOULD BE REMOVED/OVER EXCAVATED AND STOCKPILED OR WASTED FROM THE SITE. D. IF REUSE IS DESIRED THE SANDSTONE NEEDS TO BE PULVERIZED/BROKEN DOWN TO LESS THAN 2-INCH DIAMETER PARTICLE SIZE. E. THE OVER-EXCAVATED ZONE SHOULD BE REPLACED WITH APPROVED NON-EXPANSIVE MATERIAL AND PLACED IN UNIFORM 9 INCH LIFTS, MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR DENSITY (ASTM D698). F. MONITORING OF THE OVER EXCAVATION AND REPLACEMENT WITH APPROVED FILL MATERIAL SHOULD BE PERFORMED BY THE GEOTECHNICAL ENGINEER TO VERIFY SEPARATION TO THE UNDISTURBED HAS BEEN ACHIEVED. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED CONCRETE CROSSPAN (TYP.) 2.25% 2.25% SEE SHEET C4.00 FOR SIDEWALK SLOPES 4:1 (MAX) 4:1 (MAX) MINOR COLLECTOR PUBLIC WALK 8' TRAVEL TRAVEL 8' PARK PARK WALK (MIN) 5' 76' ROW (MIN.) 54' ROADWAY LANE 11' BIKE 5' 6' 5' WALK PKWY (MIN) (MIN.) 6' 11' ESM'T. UTIL. 9' 9' UTIL. ESM'T. 7' MIN. FENCE SETBACK PKWY (MIN.) Park Buffer 3' 5' 3' Park Buffer LANE BIKE MARS DRIVE (10+00.00 - 15+14.80) 9' UTILITY EASEMENT 5' SIDEWALK 54' - ULTIMATE DESIGN TYPE III BARRICADE FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE 30" VERTICAL CURB AND GUTTER STORM LINE A (SEE SHEET C3.01) R50' TEMPORARY CUL-DE SAC 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 15+75 PVI STA = 10+00.00 PVI ELEV = 5035.97 PVI STA = 11+32.90 PVI ELEV = 5037.58 165.0' VC HP ELEV = 5038.87 HP STA = 12+76.19 PVI STA = 12+32.98 PVI ELEV = 5039.18 BVCS: 11+50.48 BVCE: 5037.86 EVCS: 13+15.48 EVCE: 5038.77 A.D. = 2.10 K = 78.57 120.0' VC LP ELEV = 5038.16 LP STA = 14+53.05 PVI STA = 14+79.77 PVI ELEV = 5037.95 BCVS: 14+19.77 BVCE: 5038.25 ECVS: 15+39.77 EVCE: 5038.73 A.D. = 1.80 K = 66.57 2.00% 1.60% -0.50% 1.30% -1.85% -2.36% 5035.97 5036.92 5038.50 5038.83 5038.34 5038.33 5035.49 5035.92 5036.42 5037.42 5037.85 5038.21 5038.70 5038.82 5038.87 5038.72 5038.59 5038.47 5038.22 5038.16 5038.20 5038.55 5038.86 EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE PROPOSED TO FUTURE DESIGN STA: 15+14.80 CROSSING PIPE 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 15+75 1.60% 1.00% 0.80% 1.20% -0.50% 0.50% 0.90% 1.30% 165.0' VC HP ELEV = 5038.15 HP STA = 12+76.19 PVI STA = 12+32.98 PVI ELEV = 5038.46 BVCS: 11+50.48 BVCE: 5037.14 EVCS: 13+15.48 EVCE: 5038.05 A.D. = 2.10 K = 78.57 5036.47 5037.78 5038.11 5037.63 5037.65 5036.05 5036.25 5036.77 5037.13 5037.50 5037.98 5038.10 5038.15 5038.00 5037.88 5037.75 5037.50 5037.38 5037.47 5037.88 5038.14 PROPOSED TO FUTURE DESIGN INLET A2 STA: 15+14.80 EXISTING GROUND PROPOSED GRADE PVI STA = 10+27.00 PVI ELEV = 5035.83 PVI STA = 11+32.90 PVI ELEV = 5036.86 PVI STA = 14+53.05 PVI ELEV = 5037.36 EXISTING GROUND PROPOSED GRADE 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 15+75 3.00% 1.60% 2.40% 2.00% -0.50% 0.50% 0.90% 1.30% PVI STA = 10+27.00 PVI ELEV = 5034.36 PVI STA = 11+32.90 PVI ELEV = 5036.86 PVI STA = 14+53.05 PVI ELEV = 5037.36 165.0' VC HP ELEV = 5038.15 HP STA = 12+76.19 PVI STA = 12+32.98 PVI ELEV = 5038.46 BVCS: 11+50.48 BVCE: 5037.14 EVCS: 13+15.48 EVCE: 5038.05 A.D. = 2.10 K = 78.57 PROPOSED TO FUTURE DESIGN STA: 15+14.80 INLET A3 5036.20 5037.78 5038.11 5037.63 5037.65 5035.02 5035.62 5036.70 5037.13 5037.50 5037.98 5038.10 5038.15 5038.00 5037.88 5037.75 5037.50 5037.38 5037.47 5037.88 5038.14 EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE LOD LOD LOD LOD LOD 36.86 37.58 37.05 36.43 36.36 36.01 34.90 34.56 35.25 35.86 35.83 35.10 35.50 34.36 34.73 33.88 36.33 1.1% 0.8% 2.0% 2.4% 2.3% 3.6% 2.2% 36.22 (35.97) (35.34) (36.59) 102' CROWN TRANSITION 8' CONCRETE PAN (34.73) (37.07) STORM LINE B (SEE SHEET C3.01) No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 09 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) C4.01 PLAN & PROFILE MARS DRIVE SEE SHEET C4.00 FOR CUL-DE-SAC GRADING WEST FLOW LINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) EAST FLOW LINE MARS DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE STA MATCH LINE SEE SHEET C4.02 STA 15+75.00 MATCH LINE SEE SHEET STA SEE SHEET C4.02 15+75.00 C4.02 15+75.00 INTERSECTION DETAIL INTERSECTION DETAIL (SEE BELOW) INTERSECTION DETAIL (SEE BELOW) ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER LIMITS OF DISTURBANCE LOD FUTURE CURB & GUTTER PROPOSED CENTERLINE OVER-EXCAVATION AND REPLACEMENT AREA 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. LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) REQUIRE THAT A MINIMUM OF 3-FEET SEPARATION EXISTS BETWEEN THE BOTTOM OF A PAVEMENT SECTION AND UNDISTURBED BEDROCK WITHIN THE ROADWAY THAT WOULD BE CONSIDERED CITY OF FORT COLLINS ROADWAY. A. LCUASS REQUIRES AN OVER-EXCAVATION AND REPLACEMENT APPROACH IN AREAS THAT DO NOT HAVE 3 FEET OF SEPARATION. B. DURING THE ROADWAY UTILITY INSTALLATION A BETTER UNDERSTANDING OF THE BEDROCK PROFILE WITHIN THE ROADWAY ALIGNMENT SHOULD BE DETERMINED BY THE GENERAL CONTRACTOR. C. ALL BEDROCK FOUND TO BE WITHIN 3 FEET OF THE BOTTOM OF THE PAVEMENT SHOULD BE REMOVED/OVER EXCAVATED AND STOCKPILED OR WASTED FROM THE SITE. D. IF REUSE IS DESIRED THE SANDSTONE NEEDS TO BE PULVERIZED/BROKEN DOWN TO LESS THAN 2-INCH DIAMETER PARTICLE SIZE. E. THE OVER-EXCAVATED ZONE SHOULD BE REPLACED WITH APPROVED NON-EXPANSIVE MATERIAL AND PLACED IN UNIFORM 9 INCH LIFTS, MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR DENSITY (ASTM D698). F. MONITORING OF THE OVER EXCAVATION AND REPLACEMENT WITH APPROVED FILL MATERIAL SHOULD BE PERFORMED BY THE GEOTECHNICAL ENGINEER TO VERIFY SEPARATION TO THE UNDISTURBED HAS BEEN ACHIEVED. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED CONCRETE CROSSPAN (TYP.) 2.25% 2.25% SEE SHEET C4.00 FOR SIDEWALK SLOPES 4:1 (MAX) 4:1 (MAX) MINOR COLLECTOR PUBLIC WALK 8' TRAVEL TRAVEL 8' PARK PARK WALK (MIN) 5' 76' ROW (MIN.) 54' ROADWAY LANE 11' BIKE 5' 6' 5' WALK PKWY (MIN) (MIN.) 6' 11' ESM'T. UTIL. 9' 9' UTIL. ESM'T. 7' MIN. FENCE SETBACK PKWY (MIN.) Park Buffer 3' 5' 3' Park Buffer LANE BIKE MARS DRIVE (10+00.00 - 15+14.80) NORTH 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 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 ELEC E E E E E E E E E E E E E 35.47 33.04 27.03 29.25 24.76 26.33 27.03 36.27 35.10 36.51 37.70 38.86 36.25 35.83 35.07 20.68 20.31 19.70 20.06 20.29 25.39 20.88 25.38 24.75 24.75 24.15 25.38 25.38 38.79 38.59 38.66 30.06 35.33 35.46 35.52 35.31 35.24 24.90 24.90 25.10 24.90 24.90 24.90 23.25 24.17 23.25 23.25 23.25 23.25 38.27 FFE=27.03 24.4% 35.58 SKYWAY DRIVE (80' R.O.W.) (SEE SHEET C4.03) 9' UTILITY EASEMENT 5' SIDEWALK 31' -BLDG SAWCUT 4:1 4:1 6:1 4:1 5:1 5:1 16:1 5:1 4:1 4:1 6:1 8:1 3:1 65:1 8.2% 5.5% 4.1% 3.3% 2.0% 2.8% 0.9% 8.1% 2.4% 3.3% 4.5% 4.5% 4.1% 5.1% MARS DRIVE (SEE SHEET C4.01) 18" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER RAMP 5' SIDEWALK SOUTH COLLEGE AVENUE OWNER: TRILBY HOLDINGS GROUP LLC OWNER: TRILBY HOLDINGS GROUP LLC 29.62 35.98 9' UTILITY EASEMENT 36.76 36.73 36.71 37.46 37.53 36.74 37.69 38.81 39.23 39.42 40.07 38.24 37.95 37.81 4:1 6:1 7.6% 6.9% 6.1% 0.7% 0.7% 3.1% 5.5% 7:1 7:1 4:1 4:1 5:1 4:1 25.38 25.38 25.38 25.40 25.38 25.38 21.21 21.53 20.98 20.92 20.55 20.14 25.38 1.5% 0.0% 7.5% 5.9% 4.0% 41' -BLDG R50' TEMPORARY CUL-DE-SAC 4:1 4:1 4:1 4.1% 3.0% ABANDONED IRRIGATION DITCH ADDITIONAL ROW (WIDTH VARIES) ADDITIONAL ROW (WIDTH VARIES) 24.91 24.71 25.20 25.20 24.15 23.75 (23.17) (23.36) 24.15 30.06 35.10 28.87 25.31 19.00 25.35 25.00 25.00 25.00 25.00 25.20 25.20 25.20 35.30 35.33 35.97 36.70 36.64 36.06 34.90 34.58 35.05 (1.82) 4.78 4.73 (6.49) (6.20) 21.70 21.70 19.70 19.70 HEADWALL 25.55 25.58 MODIFIED CURB SECTION (SEE SHEET C2.00) 25.30 25.30 FDC 36.87 36.44 36.54 36.64 37.70 36.87 37.20 37.27 36.98 37.70 2.0% 2.8% RAISED CROSS WALK 37.10 37.04 37.10 37.93 37.85 37.85 37.93 37.35 37.35 37.70 4:1 37.03 36.85 36.73 37.35 37.34 37.09 37.55 37.60 37.10 37.10 37.10 37.70 37.28 37.65 37.40 36.99 37.03 37.39 37.08 37.35 37.00 37.09 37.80 37.86 37.93 38.62 38.54 37.00 CURB 2' PAN CHASE SIDEWALK CHASE BIKE RACK RAMP OUTFALL CURB AND GUTTER No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 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 08 LEGEND: PROPOSED CONTOUR PROPOSED UNDERDRAIN PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR 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 10. REFER TO SHEET C2.00 FOR CURB TYPES AND LOCATIONS 11. LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) REQUIRE THAT A MINIMUM OF 3-FEET SEPARATION EXISTS BETWEEN THE BOTTOM OF A PAVEMENT SECTION AND UNDISTURBED BEDROCK WITHIN THE ROADWAY THAT WOULD BE CONSIDERED CITY OF FORT COLLINS ROADWAY. A. LCUASS REQUIRES AN OVER-EXCAVATION AND REPLACEMENT APPROACH IN AREAS THAT DO NOT HAVE 3 FEET OF SEPARATION. B. DURING THE ROADWAY UTILITY INSTALLATION A BETTER UNDERSTANDING OF THE BEDROCK PROFILE WITHIN THE ROADWAY ALIGNMENT SHOULD BE DETERMINED BY THE GENERAL CONTRACTOR. C. ALL BEDROCK FOUND TO BE WITHIN 3 FEET OF THE BOTTOM OF THE PAVEMENT SHOULD BE REMOVED/OVER EXCAVATED AND STOCKPILED OR WASTED FROM THE SITE. D. IF REUSE IS DESIRED THE SANDSTONE NEEDS TO BE PULVERIZED/BROKEN DOWN TO LESS THAN 2-INCH DIAMETER PARTICLE SIZE. E. THE OVER-EXCAVATED ZONE SHOULD BE REPLACED WITH APPROVED NON-EXPANSIVE MATERIAL AND PLACED IN UNIFORM 9 INCH LIFTS, MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S STANDARD PROCTOR DENSITY (ASTM D698). F. MONITORING OF THE OVER EXCAVATION AND REPLACEMENT WITH APPROVED FILL MATERIAL SHOULD BE PERFORMED BY THE GEOTECHNICAL ENGINEER TO VERIFY SEPARATION TO THE UNDISTURBED HAS BEEN ACHIEVED. NOTES: UD FUTURE CURB AND GUTTER PROPERTY BOUNDARY EXISTING STORM SEWER ST OVER-EXCAVATION AND REPLACEMENT AREA PROPOSED CURB AND GUTTER EXISTING SLOPES RAIN GARDEN SAND MEDIA ( IN FEET ) 1 inch = ft. 10 0 10 Feet 10 5010 5015 5020 9+50 10+00 11+00 11+50 118.60 LF 15" RCP @ 1.05% FES C1 STA 10+00.00 FL. EL 5003.3± INV. IN 5001.83 (N) INLET C2 STA 11+18.60 INV. 5003.08 (S) 100-YR HGL EXISTING GROUND PROPOSED GRADE 5010 5015 5020 5025 5030 5035 5040 5010 5015 5020 5025 5030 5035 5040 11+61 11+00 10+00 9+50 143.15 LF 12" HDPE @ 0.20% FES E1 STA 10+00.00 INV. 5019.41 (SW) HEADWALL E2 CONNECTION STA 11+43.15 INV. 5019.70 (NE) 100-YR HGL EXISTING GROUND PROPOSED GRADE UD UD MONITORING WELL D2 STA 10+37.07 N: 99517.15 E: 194217.14 37.07 LF 15" HDPE @ 2.50% 65.54 LF 4" PERFORATED HDPE @ 0.20% STORM LINE A (SEE SHEET C3.01) STORM LINE E (SEE THIS SHEET) CONCRETE COLLAR D1 STA 10+00.00 N: 99480.15 E: 194214.82 5010 5015 5020 5025 5030 5035 5040 5010 5015 5020 5025 5030 5035 5040 11+25 11+00 10+00 9+50 65.54 LF 4" PEFORATED HDPE @ 0.20% MONITORING WELL D2 STA 10+37.07 FL. EL 5024.2± INV. IN 5020.77 (NW) INV. OUT 5020.77 (S) 37.07 LF 15" HDPE @ 2.50% CONCRETE COLLAR D1 STA 10+00.00 INV. 5019.85 (N) CLEAN OUT D3 STA 11+02.61 RIM 5024.0± INV. OUT 5020.90 (SE) EXISTING GROUND PROPOSED GRADE RAIN GARDEN 10-YR HGL No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 NORTH PROFILE SCALE: NORTH C3.02 PLAN AND PROFILE STORM LINE C, D, AND E 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 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 07 PROFILE SCALE: NORTH PROFILE SCALE: STORM LINE C STORM LINE D STORM LINE E PROPOSED RIGHT-OF-WAY W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE. 8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH WITH SURROUNDING GRADE PRIOR TO LANDSCAPING. 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. INLETS WILL BE PUBLICLY OWNED AND MAINTAINED. 11. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION W G EXISTING TELEPHONE T EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET INLET SCHEDULE: INLET SCHEDULE INLET ID INLET TYPE A2 5' TYPE R A3 5' TYPE R B2 TYPE C (DEPRESSED) C2 10' TYPE R MONITORING WELL D2 NYLOPLAST 12" BASIN (OPEN LID) CLEAN OUT D3 NYLOPLAST 12" BASIN (CLOSED LID) 5025 5030 5035 5040 5045 12+50 12+00 11+00 10+00 9+50 FES A1 STA 10+00.00 INV. 5023.25 (W) 164.46 LF 15" HDPE @ 5.00% INLET A2 STA 11+64.46 FL. EL 5037.4± INV. IN 5031.47 (W) INV. OUT 5031.47 (E) 53.04 LF 15" RCP @ 4.80% Inlet A3 STA 12+17.50 FL. EL 5037.4± INV. OUT 5034.02 (E) STA:12+00.98 INV ELEV: 5030.96 18" MIN. 100-YR HGL EXISTING GROUND PROPOSED GRADE 5020 5025 5030 5035 5040 5045 5050 5020 5025 5030 5035 5040 5045 5050 12+25 12+00 11+00 10+00 9+50 INLET B2 STA 11+93.09 FL. EL 5036.2± INV. OUT 5032.25 (E) 193.09 LF 18" RCP @ 1.75% FES B1 STA 10+00.00 INV. 5028.87 (W) MECHNICAL LOWERING STA:11+49.49 INV ELEV: 5029.35 18" MIN. 100-YR HGL PROPOSED GRADE No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 NORTH PROFILE SCALE: C3.01 PLAN AND PROFILE STORM LINE A AND B 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 06 PROFILE SCALE: NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 STORM LINE A STORM LINE B PROPOSED RIGHT-OF-WAY W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6. MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7. REFER TO INLET SCHEDULE FOR INLET TYPE AND SIZE. 8. CONTRACTOR TO ENSURE THAT ALL FLARED-END SECTIONS ARE BURIED AND FLUSH WITH SURROUNDING GRADE PRIOR TO LANDSCAPING. 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. INLETS WILL BE PUBLICLY OWNED AND MAINTAINED. 11. REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE STORMTECH CHAMBER DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION W G EXISTING TELEPHONE T EXISTING GAS EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY EXISTING ELECTRIC E PROPOSED STORM INLET INLET SCHEDULE: INLET SCHEDULE INLET ID INLET TYPE A2 5' TYPE R A3 5' TYPE R B2 TYPE C (DEPRESSED) C2 10' TYPE R MONITORING WELL D2 NYLOPLAST 12" BASIN (OPEN LID) CLEAN OUT D3 NYLOPLAST 12" BASIN (CLOSED LID) 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 SS ST H Y D E E E E E E E E E E E X X X X X X X X X X CTV 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 E E E E E E E E E E E E 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) EXISTING 20' SOUTH FORT COLLINS SANITATION DISTRICT SANITARY SEWER 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) 6" x 6" TEE w/ 8" TO 6" REDUCTION 8" G.V. (S) (APPROXIMATE LOCATION) N:100067.77 E:193987.85 CONNECT TO EXISTING 8" SANITARY SEWER APPROXIMATE INV: 5003.97' (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 RELOCATED SWITCHING CABINET N:100029.42 E:194274.23 9'' UTILITY EASEMENT 20' DRAINAGE EASEMENT 9' UTILITY EASEMENT 20' DRAINAGE EASEMENT DRAINAGE EASEMENT 3/4" SERVICE CONNECTION 8" PLUG W/ T.B. (S) 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 (SEE DETAIL) 8"x4" TEE W/ 4"- G.V.(E) & T.B. N:99939.59 E:193985.84 ±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 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 EXISTING ELECTRIC LINE GAS SERVICE LINE FIRE DEPARTMENT CONNECTION 4" FIRE SERVICE 3 4" WATER SERVICE 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT 30' EMERGENCY ACCESS EASEMENT STORM LINE A (SEE SHEET C3.01) STORM LINE D (SEE SHEET C3.02) STORM LINE E (SEE SHEET C3.02) STORM LINE C (SEE SHEET C3.02) STORM LINE B (SEE SHEET C3.01) EXISTING ELECTRIC 45° BEND W/ TB LINE 45° BEND W/ TB APPROXIMATE LOCATION OF EXISTING 6" WATER LINE (SEE NOTE 17) TYPICAL 6" UNDER DRAIN ±39 L.F. OF 6" FIRE LINE N89°29'12"W 358.39 LF 8" PVC @ 0.40% 287.95 LF 8" PVC @ 0.40% 190.00 LF 8" PVC @ 0.43% 20' UTILITY EASEMENT ELECTRIC VAULT ± 50 L.F. OF NEW ± 52 L.F. OF NEW ELECTRIC LINE ELECTRIC LINE No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 C3.00 UTILITY PLAN 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. 17. THE EXISTING 6" WATER MAIN SHOWN IN THE PLANS WAS NOT PROVIDED FROM FIELD LOCATES OR VERIFIED IN THE FIELD BY SURVEYORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING THE EXISTING WATER LINE AND THE EXISTING TEE FOR THE CROSS CONNECTION. LOCATING THIS WATER LINE SHALL OCCUR PRIOR TO ANY CONSTRUCTION, ORDERING OF MATERIAL OR MOBILIZATION. IF CONFLICT FROM THE PLANS OCCUR, THE PROJECT ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING AND REVISIONS MAY BE REQUIRED AND SHALL BE PROCESSED AND APPROVED BY THE FORT COLLINS - LOVELAND WATER DISTRICT 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 05 PROPOSED CURB & GUTTER UNDERDRAIN UD All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 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 E LEC B B B B C B C 9' UTILITY EASEMENT 30' EMERGENCY ACCESS EASEMENT 20' DRAINAGE EASEMENT 25' DRAINAGE EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 20' EMERGENCY ACCESS EASEMENT 5' TAPER FROM 9.5" BOC TO 6" BOC DRAINAGE EASEMENT RIP-RAP RIP-RAP 18" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER 30" VERTICAL CURB AND GUTTER R50' TEMPORARY CUL-DE-SAC TYPE III BARRICADE RIP-RAP MODIFIED 9.5" BACK OF CURB 20' DRAINAGE EASEMENT 15' UTILITY EASEMENT 50' - 30' - 30' - 2' CURB CHASE 2' PAN EXPOSED BACK OF CURB (SEE SHEET C4.00) 5' SIDEWALK 5' FUTURE SIDEWALK 5' SIDEWALK 5' SIDEWALK 8' CROSS PAN FUTURE 30" VERTICAL CURB AND GUTTER 20' CURB CUT RAISED CROSSWALK 17' (TYP.) 9' (TYP.) 17' (TYP.) 9' (TYP.) "STOP" SIGN SKYWAY DRIVE (80' R.O.W.) (SEE SHEET C4.03) MARS DRIVE (SEE SHEET C4.01) 6.67' (TYP.) BOLLARD N:99647.65 E:194207.06 N:99649.81 E:194069.31 N:99881.54 E:194073.70 N:99912.55 E:194073.42 N:99911.21 E:194110.40 N:99910.39 E:194211.17 6' SIDEWALK 1 1 1 1 1 1 1 1 2' PAN 3 2 3 3 3 3 3 2 18" VERTICAL OUTFALL CURB AND GUTTER EXISTING 20' SOUTH FORT COLLINS SANITATION DISTRICT SANITARY SEWER EASEMENT 6' CONCRETE PAN 2 T MODIFIED 18" INFLOW 157' MODIFIED CURB 76' R.O.W SIDEWALK CHASE N:100024.19 E:193682.10 N:99393.22 E:193702.13 N:99379.52 E:194591.38 N:100010.18 E:194576.58 TIE TO EXISTING N:100049.81 E:193655.50 TIE TO EXISTING N:100030.16 E:194556.51 40' HALF R.O.W ADDITIONAL R.O.W 9' UTILITY EASEMENT N. SECTION LINE OF SE 1/4 S11-T6N-R69W E 1/4 CORNER S11-T6N-R-69W 12.5' N00°23'13"W 264.37' EAST SECTION LINE OF SE 1/4 OF S11-T6N-R69W FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 LENGTH 19.09' 495.66' 32.00' 44.50' 36.00' 46.00' 73.27' 313.00' 208.77' 222.89' 57.14' 33.37' 3.50' BEARING N76°45'48.01"E S89°06'11.20"E N00°53'48.80"E N89°06'11.20"W S89°06'11.20"E N89°06'11.20"W S89°06'11.20"E S00°53'48.80"W N89°06'11.20"W N00°53'48.82"E N00°53'48.80"E N00°53'48.83"E N89°06'11.20"W LINE TABLE LINE L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 LENGTH 377.80' 43.51' 12.00' 32.00' 42.08' 12.00' 73.28' 469.80' 50.00' 254.71' 43.53' 92.29' BEARING S00°53'48.80"W N00°53'48.80"E S00°53'48.80"W S89°06'11.20"E S89°06'14.20"E N00°53'48.80"E S89°06'11.20"E S00°53'48.80"W S89°06'11.20"E S89°06'11.20"E S75°33'16.19"E S89°06'11.20"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C20 DELTA 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 60°00'01" 60°00'01" 63°15'23" 63°15'23" 90°00'00" 90°00'00" 92°29'15" 81°59'01" 180°00'00" 180°00'00" 90°00'00" 90°59'08" 90°00'00" 81°51'47" RADIUS 20.00' 15.00' 5.00' 5.00' 53.00' 5.00' 5.00' 5.00' 5.00' 5.00' 15.00' 6.00' 22.95' 5.00' 5.00' 5.00' 23.05' 20.00' 22.98' LENGTH 31.42' 23.56' 7.85' 7.85' 83.25' 5.24' 5.24' 5.52' 5.52' 7.85' 23.56' 9.69' 32.84' 15.71' 15.71' 7.85' 36.61' 31.42' 32.84' BEARING N45°53'49"E N44°06'11"W N45°53'49"E S44°06'11"E S44°06'11"E N29°06'11"W N29°06'11"W N32°31'31"E N32°31'31"E N44°06'11"W S45°53'49"W N45°20'49"W S48°10'17"E S89°06'11"E S89°06'11"E N45°53'49"E S43°28'49"E S44°06'11"E N49°57'55"E CHORD 28.28' 21.21' 7.07' 7.07' 74.95' 5.00' 5.00' 5.24' 5.24' 7.07' 21.21' 8.67' 30.11' 10.00' 10.00' 7.07' 32.88' 28.28' 30.11' No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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: The East line of the Southeast Quarter of Section 11, as bearing North 00° 23' 09" West BASIS OF BEARING STANDARD ACCESS RAMP CORNER LOCATION ACCESS RAMP C A FUTURE CURB AND GUTTER DIRECTIONAL ACCESS RAMP (FLARE OPTION) B 30" VERTICAL CURB AND GUTTER TRANSITION CURB AND GUTTER 18" OUTFALL CURB AND GUTTER 1 2 T CONCRETE PAVING EXPOSED BACK OF CURB TRANSITION BETWEEN INFLOW AND OUTFALL T 18" INFLOW CURB AND GUTTER 3 C2.00 HORIZONTAL CONTROL 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 9.5" BACK OF CURB 04 CURB AND GUTTER CENTER 1/4 CORNER S11-T6N-R69W SE CORNER S11-T6N-R69W 1. CURVES AND LINES ARE MEASURED AT FLOWLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT SPECIFICATIONS MANUAL. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR DECORATIVE PAVING, SCORING, ETC. 7. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. 8. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINT. CONTRACTOR SHALL CONFIRM ALL BUILDING CORNERS AND STRUCTURAL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STAKING. 9. WALL POINT CALL OUTS ARE REFERENCING THE TOP OF WALL NORTHINGS AND EASTINGS. NOTES: / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 X X X X X E E E E E 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 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 E LEC E E E E E E E E E E E E E E E APPROXIMATE LOCATION OF EXISTING 6" WATERLINE (SEE NOTE 8) 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 REMAIN BOLLARDS TO REMAIN REMOVE ± 135 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 CITY OF FORT COLLINS TO RELOCATE EXISTING 3-PHASE SWITCHING CABINET WOOD POLES (2) TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING 20' SOUTH FORT COLLINS SANITATION DISTRICT SANITARY SEWER EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ± 100 LF OF ELECTRIC LINE TO BE REMOVED No. Revisions: By: Date: REVIEWED BY: C. Snowden DESIGNED BY: DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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. CITY ENGINEER AND DISTRICT SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. THE EXISTING 6" WATER MAIN SHOWN IN THE PLANS WAS NOT PROVIDED FROM FIELD LOCATES OR VERIFIED IN THE FIELD BY SURVEYORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING THE EXISTING WATER LINE AND THE EXISTING TEE FOR THE CROSS CONNECTION. LOCATING THIS WATER LINE SHALL OCCUR PRIOR TO ANY CONSTRUCTION, ORDERING OF MATERIAL OR MOBILIZATION. IF CONFLICT FROM THE PLANS OCCUR, THE PROJECT ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING AND REVISIONS MAY BE REQUIRED AND SHALL BE PROCESSED AND APPROVED BY THE FORT COLLINS - LOVELAND WATER DISTRICT 9. 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 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 15th, 2017 Additional Topo: Date: June 14th, 2017 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 Final Drainage Report for Skyway Storage dated 08.08.2017 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: 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 South College 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 Final Drainage Report for Skyway Storage dated 08.08.2017 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 a. Modified drive entrance b. Modified Commercial Local street section at the intersection of College Avenue and Skyway Drive. DRAWN BY: SCALE: DATE: 08.08.2017 PROJECT: 1269-002 Sheet of 21 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 FINAL UTILITY PLANS FOR STORM LINE A AND B PLAN AND PROFILE 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 Subsurface Exploration Report Executive Storage Facility 6020 South College Avenue By: Earth Engineering dated February 27, 2017 SUBSURFACE EXPLORATION BY: SOUTH COLLEGE STORAGE SKYWAY DRIVE PLAN & PROFILE AUGUST 2017 VICINITY MAP NORTH Northern Engineering Services, Inc. Project No. 1269-002 Date: April 15th, 2017 Additional Topo: Date: June 14th, 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 C3.01 C4.03 C7.00 C4.00 GRADING PLAN C3.02 STORM LINE C, D, AND E PLAN AND PROFILE 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 C5.00 EROSION CONTROL PLAN C5.01 EROSION CONTROL DETAILS C4.01-C4.02 MARS DRIVE PLAN & PROFILE C1.00 EXISTING CONDITIONS & DEMOLITION PLAN C2.00 HORIZONTAL CONTROL PLAN C3.00 UTILITY PLAN C4.04 SKYWAY DRIVE CROSS SECTIONS C4.05 SKYWAY DRIVE STRIPING PLAN C6.00-C6.04 DETAILS All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT