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HomeMy WebLinkAboutFORT COLLINS HOTEL (DOWNTOWN HOTEL) - PDP - PDP150008 - PLANS - UTILITY PLANSJEFFERSON ST. WILLOW ST. LINDEN ST. N. COLLEGE AVE. E. LINCOLN AVE. BUCKINGHAM ST. E. VINE DR. OLD TOWN BASIN CACHE LA POUDRE BASIN CACHE LA POUDRE BASIN DRY CREEK BASIN MOUNTAIN AVE. E. MULBERRY ST S. COLLEGE AVE. LAPORTE AVE. MAPLE AVE. S. MASON AVE. 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 R ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C001 GENERAL & CONSTRUCTION NOTES PARKING LOT ALTERNATIVE REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION 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 LEGEND: FIELD SURVEY BY: 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 R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE PRESERVE & PROTECT EXISTING TRANSFORMER AND ELECTRICAL SWITCH GEAR EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE LEGEND: FIELD SURVEY BY: 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 R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 PROPOSED HYDRANT PROPOSED TRANSFORMER EXISTING TRANSFORMER EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING TRAFFIC LIGHT EXISTING TREE (TYP.) EXISTING PROPERTY LINE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LEGEND: FIELD SURVEY BY: 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 R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL PROPOSED HYDRANT PROPOSED TRANSFORMER EXISTING TRANSFORMER AND SWITCHING GEAR EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL LEGEND: FIELD SURVEY BY: 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 R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL PARKING PROPOSED TRANSFORMER EXISTING TRANSFORMER EXISTING RIGHT-OF-WAY EXISTING TRAFFIC LIGHT EXISTING PROPERTY LINE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE LEGEND: FIELD SURVEY BY: 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 R ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL EXISTING PROPERTY LINE EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE ISS. # KEY PLAN DESCRIPTION DATE ARCHITECT'S PROJECT NUMBER 4240 Architecture Inc. copyright 2015 NOT FOR CONSTRUCTION OWNER 4240 ARCHITECTURE INC 3507 RINGSBY COURT SUITE 117 DENVER, CO 80216 t: 303.292.3388 f: 303.292.3113 ARCHITECT 21129.00 MCWHINNEY 2725 ROCKY MOUNTAIN AVE STE 200 LOVELAND, CO 80538 DEVELOPER SAGE HOSPITALITY 1575 WELTON STREET STE 300 DENVER, CO 80202 OPERATOR t: 970.962.9990 t: 303.595.7200 f: 303.595.7219 BOHEMIAN COMPANIES 262 E MOUNTAIN AVE FORT COLLINS, CO 80524 t: 970.490.2626 NORTHERN ENGINEERING, INC 200 S COLLEGE AVE FORT COLLINS, CO 80524 CIVIL RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C500 DRAINAGE PLAN PARKING LOT ALTERNATIVE NOTES: REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION PROPOSED 2' WIDE CONCRETE CHASE EXISTING DRIVEWAY LIMITS OF CONSTRUCTION A B2 1.45 ac t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C400 GRADING PLAN PARKING LOT ALTERNATIVE NOTES: APPROXIMATE LOCATION OF DIVIDE BETWEEN UPPER AND LOWER FINISH FLOOR ELEVATIONS (RE: ARCHITECT) EXISTING STORM SEWER INLET RIM = 4975.42 INV OUT = 4973.46 (12" RCP) PRESERVE & PROTECT EXISTING STORM INLET REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION PROPOSED STORM SEWER CONNECT TO EXISTING STORM MANHOLE PROPOSED CURB AROUND TRANSFORMER PADS EXISTING DRIVEWAY LIMITS OF CONSTRUCTION EXISTING AT-GRADE CONCRETE PAD INSTALL 10" STORM SEWER SERVICE. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. INSTALL 10" STORM SEWER SERVICE. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. EXISTING RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED TRENCH DRAIN EDGE OF ACCESS & UTILITY EASEMENT EXISTING RIGHT-OF-WAY PROPOSED TRENCH DRAIN EXISTING PROPERTY LINE PROPOSED STORM SEWER MANHOLE (SEE SHEET C300 FOR DETAILS) PRESERVE & PROTECT EXISTING TREE (TYP.) PROPOSED STORM SEWER MANHOLE (SEE SHEET C300 FOR DETAILS) PROPOSED SANITARY SEWER MANHOLE (SEE SHEET C300 FOR DETAILS) PROPOSED LANDSCAPING BEDS (RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) RUSSELL + MILLS STUDIOS 141 S COLLEGE AVE FORT COLLINS, CO 80524 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C300 UTILITY PLAN PARKING LOT ALTERNATIVE REVIEW SET NOT FOR CONSTRUCTION CONNECT TO EX. TELEPHONE PER UTILITY COMPANY'S STANDARDS & REGULATIONS CONNECT TO EXISTING GAS EXISTING 12" STORM SEWER EXISTING 42" STORM SEWER PROPOSED 3" WATER METER AND VAULT PROPOSED SANITARY SEWER MANHOLE RIM = 4975.88 INV SW = 4969.28 (8" PVC) EX. INV NW = 4969.08 (8" PVC) EX. INV NE = 4969.08 (8" PVC) E G SS W F T CTV SS W VAULT ELEC H Y D CONTROL IRR FO G T ST E NOTES: REVIEW SET NOT FOR CONSTRUCTION PROPOSED TRENCH DRAIN PRESERVE & PROTECT EXISTING STORM INLET RIM ELEV. = 4977.48 OUTLET PIPE GOES STRAIGHT DOWN CTV PROPOSED STORM SEWER CONNECT TO EXISTING MH PROPOSED TRENCH DRAIN EXISTING DRIVEWAY LIMITS OF CONSTRUCTION EDGE OF ACCESS & UTILITY EASEMENT EXISTING AT-GRADE CONCRETE PAD DRY UTILITY NOTES INSTALL 8" PVC SANITARY SEWER SERVICE. SEE PLUMBING PLANS FOR CONTINUATION EXISTING 36" STORM SEWER EXISTING 12" STORM SEWER EXISTING 30" STORM SEWER EX. STORM SEWER MH RIM=4973.53 INV NW=4966.10 (30" RCP) INV NE=4963.82 (36" RCP) INV SE=4966.39 (12" RCP) INV SW=4963.95 (36" RCP) EXISTING 12" STORM SEWER EXISTING STORM INLET RIM=4972.52 INV W=4969.23 (12" RCP) EXISTING STORM INLET RIM=4972.40 INV NW=4967.58 (12" RCP) INV E=4968.65 (12" RCP) EXISTING STORM INLET RIM=4973.85 INV SE=4967.00 (30" RCP) EXISTING 30" STORM SEWER EXISTING STORM INLET RIM=4973.30 INV S=4969.58 (30" RCP) EX. SANITARY SEWER MH RIM=4975.28 INV NW=4968.28 (8" PVC) INV E=4968.55 (8" PVC) INV SW=4968.18 (8" PVC) EX. SANITARY SEWER MH RIM=4977.73 INV NE=4970.08 (2-4" PVC) INV SE=4969.75 (8" PVC) EX. SANITARY SEWER MH RIM=4978.82 INV SE=4973.42 (4" PVC) INV SE=4972.37 (8" PVC) INV S=4972.49 (8" PVC) INV W=4971.87 (8" PVC) PROPOSED STORM SEWER MANHOLE RIM = 4975.45 INV NW = 4967.58 (10" RCP) EX. INV SW = 4965.92 (36" RCP) EX. INV NE = 4965.92 (36" RCP) 5 6 8 7 9 10 11 KEY NOTES: 1 2 3 4 5 6 7 8 9 10 11 INSTALL 10" STORM SEWER SERVICE. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. INSTALL 10" STORM SEWER SERVICE. SEE ARCHITECTURAL DRAWINGS FOR CONTINUATION. PRESERVE & PROTECT EXISTING TREE (TYP.) 1 2 1 3 3 4 CONNECT TO EX. ELECTRIC MAIN PER FORT INSTALL 3" WATER SERVICE. SEE COLLINS STANDARDS & REGULATIONS PLUMBING PLANS FOR CONTINUATION INSTALL 6" FIRE SERVICE. SEE PLUMBING PLANS FOR CONTINUATION PROPOSED GREASE TRAP (RE: MEP) INSTALL GAS SERVICE PER UTILITY COMPANY'S STANDARDS & REGULATIONS. (RE: MECHANICAL PLANS) INSTALL TELECOMMUNICATION SERVICE (RE: ELECTRICAL PLANS) INSTALL CONDUIT FOR FUTURE ELECTRICAL SERVICES 352326('ƒ+25,=217$/ BEND WITH THRUST BLOCK ,167$//ƒ%(1' WITH THRUST BLOCK PROPOSED STORM SEWER MANHOLE RIM = 4977.04 LANDSCAPE t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C200 HORIZONTAL CONTROL PLAN PARKING LOT ALTERNATIVE NOTES: REVIEW SET NOT FOR CONSTRUCTION PROPOSED 2' WIDE CONCRETE CHASE PROPOSED 2' WIDE CONCRETE CHASE PROPOSED 2' WIDE CONCRETE CHASE MOUNTAIN AVENUE PROPOSED DOWNTOWN HOTEL PARKING PROPOSED 2' WIDE CONCRETE CHASE PROPOSED 2' WIDE CONCRETE CHASE 15' FL RADIUS 5' FL RADIUS 5' FL RADIUS 5' FL RADIUS 5' FL RADIUS 10' FL RADIUS 5' FL RADIUS 30' FL RADIUS 5' FL RADIUS 20' FL RADIUS 15' FL RADIUS 20' FL RADIUS 95' FL RADIUS 5' FL RADIUS 30' FL RADIUS 15' FL RADIUS 5' FL RADIUS 5' FL RADIUS 5' FL RADIUS 50' FL RADIUS REPLACE SIDEWALK TO NEAREST CONTROL JOINT (APPROX. 5' WIDE) 5' FL RADIUS 20' FL RADIUS 15' FL RADIUS EXISTING DRIVEWAY PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED WALL (RE: LANDSCAPE ARCHITECT) PROPOSED 2' WIDE CONCRETE CHASE EDGE OF ACCESS & UTILITY EASEMENT PROPOSED LANDSCAPING BEDS (RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) STRIPING AND SIGNAGE LEGEND: 1 2 3 4 5 6 1 1 2 1 2 1 2 5 7 8 5 1 1 1 6 5 1 4 2 6 4 6 6 4 4 6 1 1 1 1 1 1 1 1 1 1 1 1 3 9 9 9 8 9 5 5 7 7 8 8 10 10 10 SEE DETAIL A ON THIS SHEET A JEFFERSON & CHESTNUT ISLAND 40' FL RADIUS 3' FL RADIUS 39' FL RADIUS 3' FL RADIUS 6.5' FL RADIUS 5.0000' 3.25' REVIEW SET NOT FOR CONSTRUCTION LIMITS OF CONSTRUCTION EXISTING RIGHT-OF-WAY PROPOSED PLANTERS (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED SEAT WALL (TYP. - RE: LANDSCAPE ARCHITECT) PROPOSED PLANTER BOXES (RE: LANDSCAPE ARCHITECT) EXISTING AT-GRADE CONCRETE PAD 1 1 15' FL RADIUS 15' FL RADIUS 5 PROPOSED TREE GRATE (TYP. - RE: LANDSCAPE ARCHITECT) t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C100 EXISTING CONDITIONS & DEMOLITION PLAN PARKING LOT ALTERNATIVE NOTES: REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION REMOVE EXISTING SIDEWALK TO NEAREST CONTROL JOINT (APPROX. 5' WIDE) CTV SS W FO G T ST E CTV ST T E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REMOVE EXISTING GAS METER & SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE AND PLUG WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE ELECTRIC SERVICE PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE CABLE SERVICE AND PEDESTAL PER UTILITY COMPANY'S SPECIFICATIONS REMOVE GAS METER PER UTILITY COMPANY'S SPECIFICATIONS REMOVE TELEPHONE SERVICE AND PEDESTAL PER UTILITY COMPANY'S SPECIFICATIONS REMOVE GAS SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE TRANSFORMER PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE ELECTRIC METER, BREAKER, TRANSFORMER, AND ELECTRIC SERVICES PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE AND PLUG WATER SERVICE BACK TO THE MAIN PER CITY OF FORT COLLINS SPECIFICATIONS REMOVE CURB STOP (TYP.) REMOVE STORM SEWER INLET REMOVE WATER METER (TYP.) REMOVE STORM SEWER INLET PRESERVE EX. 12" STORM SEWER PRESERVE & PROTECT EXISTING TREE EXISTING PROPERTY LINE REMOVE STORM SEWER INLET REMOVE EXISTING STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM ELEV. = 4977.48 OUTLET PIPE GOES STRAIGHT DOWN REMOVE BOLLARD (TYP.) REMOVE LIGHT POLE (TYP.) REMOVE SIGN (TYP.) REMOVE EXISTING WALL PLUG AT MANHOLE AND REMOVE 12" STORM SEWER PRESERVE & PROTECT EX. 12" STORM SEWER REMOVE EXISTING FOUNTAIN REMOVE TREES (TYP.) PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREES PRESERVE & PROTECT EXISTING TREES RELOCATE EXISTING ELECTRIC VAULT RELOCATE EX. MAILBOX RELOCATE IRRIGATION METER, VAULT, VALVES, & CONTROLS REMOVE GAS METER & SERVICE PER UTILITY COMPANY'S SPECIFICATIONS REMOVE EXISTING WALL REMOVE PLANTER BOX (TYP) REMOVE PLANTER BOX & TREE (TYP) REMOVE EXISTING ROOF DRAIN (TYP.) PLUG AT MANHOLE AND REMOVE SANITARY SERVICE REMOVE POLE, BOLLARDS, & PEDESTALS REMOVE POLE PRESERVE & PROTECT PEDESTALS REMOVE ASPHALT PARKING LOT REMOVE ASPHALT PARKING LOT REMOVE ASPHALT PARKING LOT EXISTING DRIVEWAY LIMITS OF CONSTRUCTION VAULT ELEC H Y D CONTROL IRR OHE OHE G W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SS / / / / / / / / / / / / / / / / / / / / / / / / / / / SAWCUT AND REMOVE EXISTING ASPHALT AND CONCRETE EXISTING 36" STORM SEWER PRESERVE & PROTECT EXISTING 12" STORM SEWER PRESERVE & PROTECT EXISTING 30" STORM SEWER PRESERVE & PROTECT EX. STORM SEWER MH RIM=4973.53 INV NW=4966.10 (30" RCP) INV NE=4963.82 (36" RCP) INV SE=4966.39 (12" RCP) INV SW=4963.95 (36" RCP) PRESERVE & PROTECT EXISTING 12" STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM=4972.52 INV W=4969.23 (12" RCP) PRESERVE & PROTECT EXISTING STORM INLET RIM=4972.40 INV NW=4967.58 (12" RCP) INV E=4968.65 (12" RCP) PRESERVE & PROTECT EXISTING STORM INLET RIM=4973.85 INV SE=4967.00 (30" RCP) EXISTING 30" STORM SEWER PRESERVE & PROTECT EXISTING STORM INLET RIM=4973.30 INV S=4969.58 (30" RCP) EX. SANITARY SEWER MH RIM=4975.28 INV NW=4968.28 (8" PVC) INV E=4968.55 (8" PVC) INV SW=4968.18 (8" PVC) EX. SANITARY SEWER MH RIM=4977.73 INV NE=4970.08 (2-4" PVC) INV SE=4969.75 (8" PVC) PRESERVE & PROTECT EX. SANITARY SEWER MH RIM=4978.82 INV SE=4973.42 (4" PVC) INV SE=4972.37 (8" PVC) INV S=4972.49 (8" PVC) INV W=4971.87 (8" PVC) 1 KEY NOTES: 1 2 3 4 5 1 2 2 3 3 1 2 4 5 6 6 8 7 7 8 9 9 10 10 11 11 12 12 REMOVE HANDICAP PARKING STALL MARKINGS (TYP.) 2 2 2 PRESERVE & PROTECT EXISTING SIGN (TYP.) PRESERVE & PROTECT EXISTING LIGHT (TYP.) EXISTING AT-GRADE CONCRETE PAD 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 sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Fort Collins Hotel dated June 22, 2015 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by 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 City of Fort Collins 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: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 5-00 On the top of curb at the signal pole base at the Northwest corner of Linden Street and Jefferson Street Elevation= 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast corner of Lincoln Avenue and Willow Street. Elevation= 4967.33 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: NGVD29 Unadjusted = NAVD88 - 3.18' BASIS OF BEARINGS: The Basis of Bearings is the Northeasterly line of Lots 1, 3, 5, 7 and 9 of Block 12, City of Fort Collins as EHDULQJ6RXWKƒ (DVW DVVXPHGEHDULQJ DVPRQXPHQWHGRQWKHSODW 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: - None CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer or their designate. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage Report for Fort Collins Hotel dated June 22, 2015 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. t: 970.568.5415 f: 970.221.4159 t: 970.484.8855 A PDP SUBMITTAL 24 JUNE 2015 B PDP RESUBMITTAL 22 JULY 2015 WALNUT ST & CHESTNUT ST FORT COLLINS, CO 80524 DOWNTOWN FORT COLLINS HOTEL C000 COVER SHEET PARKING LOT ALTERNATIVE REVIEW SET NOT FOR CONSTRUCTION REVIEW SET NOT FOR CONSTRUCTION JULY 2015 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP PROJECT DATUM: NAVD88 BENCHMARK #1: City of Fort Collins Benchmark 5-00 On the top of curb at the signal pole base at the Northwest corner of Linden Street and Jefferson Street Elevation= 4978.05 BENCHMARK #2: City of Fort Collins Benchmark 3-00 On a parapet wall at the Northwest end of the Lincoln Avenue bridge near the Northeast corner of Lincoln Avenue and Willow Street. Elevation= 4967.33 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: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the Northeasterly line of Lots 1, 3, 5, 7 and 9 of Block 12, City of Fort Collins as bearing South ƒ  East (assumed bearing) as monumented on the plat. Northern Engineering Services, Inc NE Project No. 947-002 Date: December 2014 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO C000 COVER SHEET C001 GENERAL & CONSTRUCTION NOTES SUBDIVISION PLAT (FOR REFERENCE ONLY) C100 EXISTING CONDITIONS & DEMOLITION PLAN C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN C400 GRADING PLAN GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 C500 DRAINAGE PLAN ELECTRIC-------- City of Fort Collins Light & Power-- Coy Althoff (970) 224-6150 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Centurylink------------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6854 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6854 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6854 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 ** The underground utility locates provided by SiteWise are based upon the best available information at the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior to construction, and notify the Engineer of any discrepancies found. 4240 Architecture, Inc. 3507 Ringsby Court, Suite 117 Denver, Colorado 80216 (303) 292-3388 Bohemian Companies 262 East Mountain Avenue Fort Collins, Colorado 80524 (970) 490-2626 Russell + Mills Studios 141 South College Avenue Fort Collins, Colorado 80524 (970) 484-8855 N O R T H E RN N O R T H E RN McWhinney 2725 Rocky Mountain Avenue, Suite 200 Loveland, Colorado 80538 (970) 962-9990 Sage Hospitality 1575 Welton Street, Suite 300 Denver, Colorado 80202 (303) 595-7200 4240 Architecture Inc.