Loading...
HomeMy WebLinkAboutTERRA VIDA II APARTMENTS - PDP - PDP130028 - PLANS - UTILITY PLANSZIEGLER ROAD E. HARMONY ROAD PRECISION DR. TERRA VIDA II APARTMENTS ROCK CREEK DR. LADY MOON DR. CINQUEFOIL LANE (MINOR COLLECTOR 76' ROW) 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com TERRA VIDA II APARTMENTS & OFFSITE ROADWAY IMPROVEMENTS OCTOBER 2013 PROJECT LOCATION VICINITY MAP 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 R SHEET INDEX COVER SHEET GENERAL & CONSTRUCTION NOTES EXISTING CONDITIONS UTILITY PLAN GRADING PLAN DRAINAGE EXHIBIT LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO TERRA VIDA II APARTMENTS & OFFSITE ROADWAY IMPROVEMENTS UTILITY PLANS FOR C000 C001 C100 C200 C300 C400 Imago Enterprises, Inc. Les Kaplan 140 Palmer Drive Fort Collins, Colorado 80525 ZIEGLER ROAD E. HARMONY ROAD PRECISION DR. TERRA VIDA II APPARTMENTS ROCK CREEK DR. LADY MOON DR. 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C000 Henry Design Group Steve Allen 1501 Wazee Street Suite 1-C Denver, Colorado 80202 (303) 446-2368 Milestone Terra Vida II LLP Ken Kiken 1400 16th Street, 6th Floor Denver, Colorado 80202 (303) 419-0744 CTL / THOMPSON, INC Spencer Schrum, PE 351 Linden Street, Suite 140 Fort Collins, Colorado 80524 (970) 206-9455 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 2555 WALNUT STREET DENVER, COLORADO 80205 303.832.4474 Fax: 303.832.4476 www.kephart.com OCTOBER 2013 PROJECT LOCATION VICINITY MAP 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 R I hereby affirm that these final 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 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 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is WV WV WV WV WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W E E E E E E E E E E E E E E E E E E E G G G G W W W W W W W W 12" W WV WV 12" W 12" W 12" W T T T T T WV WV WV W W W W W W W W W WV WV WV WV WV WV W E E E E E E E E E E E E E E E E E E E G G G G W W W W W W W W 12" W W V WV 12" W 12" W 12" W T T T T T WV WV WV W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 8" SS SS SS G G G G T T T T T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST R R HC HC HC HC HC GARAGE G8 GARAGE G9 GARAGE G13 GARAGE G15 GARAGE G16 GARAGE G12 GARAGE G11 GARAGE G17 LE FEVER DRIVE (76' ROW) PRECISION DRIVE (51' ROW) GARAGE G1 LADY MOON DRIVE (84' ROW) CINQUEFOIL LANE (76' ROW) GARAGE G10 RAINGARDEN RAINGARDEN 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 G G G G T T T T T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST R R HC HC HC HC HC LE FEVER DRIVE CINQUEFOIL LANE PRECISION DRIVE LADY MOON DRIVE BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 8 BLDG 7 BLDG 10 BLDG 9 BLDG 5 BLDG 6 3 1 2 1 3 2 RAINGARDEN RAINGARDEN CLUB HOUSE & COMMUNITY CENTER POOL DECK BLDG 7 GARAGE G1 GARAGE G2 GARAGE G3 GARAGE G5 GARAGE G6 ZIEGLER ROAD E. HARMONY ROAD PRECISION DR. TERRA VIDA II APPARTMENTS ROCK CREEK DR. LADY MOON DR. CINQUEFOIL LANE (MINOR COLLECTOR 76' ROW) 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com CTL / THOMPSON, INC Spencer Schram, PE 351 Linden Street, Suite 140 Fort Collins, Colorado 80524 (970) 206-9455 Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 OCTOBER 2013 PROJECT LOCATION VICINITY MAP 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 R 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 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 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 A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 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 C100 NORTH LEGEND: FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: E FO NOTES: SS W VAULT ELEC H Y D G T CTL THOMPSON, INC. Geotechnical Investigation Presidio Apartments Project #: FC06257-115 Date: August 21, 2013 Northern Engineering Services, Inc. Project No. 335-009 Date: July 26, 2013 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU C200 DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO R NORTH NOTES: LEGEND: E SS W VAULT ELEC H Y D T G E FO G 8" W FO T PRECISION DRIVE ENTRANCE 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LE FEVER DRIVE PRECISION DRIVE 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com LEFT FLOWLINE CINQUEFOIL LANE SCALE : 1" = 50' (H) 1" = 5' (V) CINQUEFOIL LANE CENTERLINE CINQUEFOIL LANE SCALE : 1" = 50' (H) 1" = 5' (V) RIGHT FLOWLINE CINQUEFOIL LANE 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R LEGEND: SIGNAGE NOTES: C301 1 2 3 STRIPING LEGEND: 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 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 10+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 11+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 12+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C400 1 WATER MAIN BEDDING REQUIREMENTS 2 STANDARD CONCRETE THRUST BLOCKS 3 FIRE HYDRANT INSTALLATION WATER MAIN LOWERING 7 TYPICAL WATER SERVICE 4 5 WATER MAIN LOWERING GRAVITY BLOCKS 1 2 3 4 WATERLINE LOWERING ELEVATIONS 5 6 STEEL CASING 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C401 4 PVC WATER MAIN TRACER WIRE DETAIL 5 VALVE ASSEMBLY BOX 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 A SECTION A-A A 6 TYPICAL SANITARY SEWER SERVICE CONNECTION 7 TYPICAL MANHOLE 1 STANDARD SETTING FOR 11 2 2" & 2" WATER METERS STANDARD SETTING FOR 1 1 2" & 2" WATER METERS CP TEST STATION STATION LOCATOR LID PLAN VIEW LID SECTION VIEW VALVE BOX SECTION VIEW 3 CP TEST AND LOCATOR STATION BOX 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C402 3 CHANNELING DETAILS FOR MANHOLES o STANDARD CONCRETE NOTES 4 STANDARD CONCRETE NOTES 5 SINGLE COMBINATION INLET A A B B A A 6 CURB AND GUTTER 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 STORMWATER BEDDING REQUIREMENTS 2 STANDARD MANHOLE 1 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 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). CRITERIA FOR SINGLE POST 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' FROM F Street Curb See Figure 16-1 L * 12 Gauge 30" 8" 8" SIGN POST Double Lines Normal Width Line 4" White 4" Yellow 4" Space 4" White Preferential lane symbol (6' X 4') for designated bikeways. White pavement marking placed 65' (min) from the projected flowline and Projected Flowline (FL) NO CROSSPAN Continental bars (9' X 1.5'): NO CROSSPAN OR EXISTING CROSSPAN White Stop Bar (1.5' X Length) 30' Gaps 3:1 Ratio 10' Segments 4" White Broken Line STANDARD NO STOP BAR SPECIFIED STOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan. 1 2 3 CROSSWALK MARKINGS NOTES: centered on bike lane. 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 5 PEDESTRIAN RAMP DETAIL 6 TRUNCATED DOMES C403 STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A-A A A N.T.S. 6" N.T.S. 2' NOTES: t=6" or as specified 4 SIDEWALK DETAIL 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" DETACHED SIDEWALK DETAIL Variable Slope sidewalk to curb 1/4" per foot. 2' min. 3 STANDARD SIDEWALK Sidewalk Driveway DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. Detached Sidewalk Attached Sidewalk DETACHED ATTACHED All Sidewalk Thickness Shall Be 6" minimum. SIDEWALK 7 TRENCH DETAIL 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. 2 STANDARD PAVEMENT MARKINGS Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 13+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 4896 4900 4904 4908 4896 4900 4904 4908 -40 -20 0 20 40 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R C302 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 SCALE : 1" = 50' (H) 1" = 5' (V) NORTH CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's R LEGEND: NOTES: C300 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 LE FEVER DRIVE ENTRANCE PRECISION DRIVE ENTRANCE 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 Letter Report for Terra Vida II Apartments dated October 9, 2013) 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 the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins Benchmark 7-01 North side of Harmony Road on an Irrigation structure approx 100 FT. West of the West Curb Line of the East Entrance to H.P. ELEV= 4911.33 City of Fort Collins Benchmark 7-07 0.5 Miles South of Harmony Rd. and Strauss Cabin Rd., On the West side of Strauss Cabin Rd., On the Northwest wingwall of the bridge over an irrigation canal on a Larimer County cap. ELEV= 4875.97 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16. For additional information see separate Stormwater Management Plan / Erosion Control Report for Terra Vida II Apartments. B. Street Improvement Notes\ 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the (Preliminary Drainage Letter Report for Terra Vida II Apartments dated October 9, 2013) 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 waterline construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District 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. C001 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: Northern Engineering Services, Inc. Project No. 335-009 Date: July 26, 2013 ORIGINAL FIELD SURVEY BY: CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 CONTACT INFORMATION PROJECT TEAM: Imago Enterprises, Inc. Les Kaplan 140 Palmer Drive Fort Collins, Colorado 80525 (970) 226-6819 SHEET INDEX C000 C001 C100 C400-C403 C200 C300 N O R T H E RN N O R T H E RN CTL THOMPSON, INC. Geotechnical Investigation Presidio Apartments Project #: FC06257-115 Date: August 21, 2013 SUBSURFACE EXPLORATION BY: COVER SHEET GENERAL & CONSTRUCTION NOTES EXISTING CONDITIONS & DEMOLITION PLAN UTILITY PLAN CINQUEFOIL LANE ROADWAY PLAN AND PROFILE DETAILS LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO TERRA VIDA II APARTMENTS OFFSITE ROADWAY IMPROVEMENTS UTILITY PLANS FOR BENCHMARK: City of Fort Collins 7-01 - north side of Harmony Road on an irrigation structure approx. 100 ft. west of the west curb line of the east entrance to HP, elevation 4911.33 City of Fort Collins 7-07 - 0.5 Miles south of Harmony Road. and Strauss Cabin Road, on the west side of Strauss Cabin Road, on the northwest wingwall of the bridge over an irrigation canal on a Larimer County cap. Elevation 4875.97 Basis of Bearings Basis of Bearings is the North line of the Northeast Quarter of said Section 4 as bearing South 89°29'07" East (assumed bearing) . PROJECT BENCHMARKS: GAS----------------- Xcel Energy--------------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power -----Doug Martine (970) 224-6152 CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities-------------- Roger Buffington (970) 221-6854 WASTEWATER--South Fort Collins Sanitation District -Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities-------------- Glen Schlueter (970) 221-6700 FIBER OPTICS- Level III---------------------------------------Rick Miller (720) 888-7568 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, LLC 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. C302 CINQUEFOIL LANE CROSS SECTIONS C301 CINQUEFOIL LANE ROADWAY STRIPING C000 GARAGE G8 GARAGE G9 GARAGE G10 GARAGE G14 GARAGE G13 GARAGE G15 GARAGE G16 GARAGE G12 GARAGE G11 GARAGE G7 GARAGE G17 GARAGE G18 GARAGE G4 GARAGE G19 GARAGE G20 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C400 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 NORTH LEGEND: 1 1 1 PROJECT BENCHMARK BENCHMARK #1: City of Fort Collins Benchmark 7-01 Elevation = 4911.33 BENCHMARK #2: City of Fort Collins Benchmark 7-07 Elevation = 4875.97 NOTES: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION UD 1 the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 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 NORTH LEGEND: NOTES: C300 SS SS SS SS SS SS 18" SS 18" SS 8" SS SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS ST W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W R R 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 8" SS S 8" SS HC HC HC HC HC S F F F F F F S S S S S S S S S F F F W W W W W W W W W W W S F FDC FDC FDC FDC FDC FDC FDC FDC FDC FDC 8" W 8" W 12" SS 8" W E E G G G G G G CTV CTV G G G G G G G G G G G G G G G G G G G G G G E 8" W CTV CTV CTV CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV E/CTV 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W BLDG 1 (MIRRORED) BLDG 2 BLDG 3 BLDG 4 BLDG 8 BLDG 7 BLDG 10 BLDG 9 (MIRRORED) BLDG 5 BLDG 6 GARAGE G1 GARAGE G2 GARAGE G3 GARAGE G5 GARAGE G6 GARAGE G8 GARAGE G9 GARAGE G10 GARAGE G14 GARAGE G13 GARAGE G15 GARAGE G16 GARAGE G12 GARAGE G11 GARAGE G7 GARAGE G17 GARAGE G18 GARAGE G4 GARAGE G19 GARAGE G20 CLUB HOUSE & COMMUNITY CENTER LE FEVER DRIVE (76' ROW) CINQUEFOIL LANE (76' ROW) PRECISION DRIVE (51' ROW) LADY MOON DRIVE (84' ROW) 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com C200 NORTH LEGEND: NOTES: W G T E ST S W F SS FDC TF 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 W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 8" SS SS SS SS SS SS SS SS SS 18" SS 18" SS 8" SS SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS ST W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W R R 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 8" SS S 8" SS WV WV WV WV WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W E E E E E E E E E E E E E E E E E E E G G G G W W W W W W W W 12" W WV WV 12" W 12" W 12" W T T T T T WV WV WV W W W W W W W W W W W W W W W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 8" SS SS SS SS SS SS SS SS SS 18" SS 18" SS 8" SS SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS ST W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W R R 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 8" SS S 8" SS LE FEVER DRIVE (76' ROW) (PER BANNER HEALTH MEDICAL CAMPUS UTILITY PLANS) CINQUEFOIL LANE (76' ROW) PRECISION DRIVE (51' ROW) LADY MOON DRIVE (84' ROW) 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 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 N O R T H E RN PHONE: 970.221.4158 FAX: 970.221.4159 www.northernengineering.com 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 C100 NORTH E LEGEND: G T ST NOTES: SS W X VAULT ELEC CONTROL IRR Northern Engineering Services, Inc. Project No. 514-001 Date: February 19, 2008 ORIGINAL FIELD SURVEY BY: Northern Engineering Services, Inc. Project No. 514-001 Date: December, 2012 Northern Engineering Services, Inc. Project No. 514-001 Date: July, 2013 ADDITIONAL FIELD SURVEY BY: 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 Letter Report for Terra Vida II Apartments dated September 4, 2013 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 the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by thE construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: City of Fort Collins Benchmark 7-01 North side of Harmony Road on an Irrigation structure approx 100 FT. West of the West Curb Line of the East Entrance to H.P. ELEV= 4911.33 City of Fort Collins Benchmark 7-07 0.5 Miles South of Harmony Rd. and Strauss Cabin Rd., On the West side of Strauss Cabin Rd., On the Northwest wingwall of the bridge over an irrigation canal on a larimer County cap. ELEV= 4875.97 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: 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 Stormwater Management Plan / Erosion Control Report for Terra Vida II Apartments. B. Street Improvement Notes 17. 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. 18. 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. 19. 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. 20. 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. 21. 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. 22. 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. 23. 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. 24. 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. 25. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage Letter Report for Terra Vida II Apartments dated September 4, 2013 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 waterline construction shall conform to the City of Fort Collins Standards and specifications current to date of construction. 2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standards and Specification current at the date of construction. 3. 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. 4. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 5. 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. C001 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: BENCHMARK #1: City of Fort Collins Benchmark 7-01 Elevation= 4911.33 BENCHMARK #2: City of Fort Collins Benchmark 7-07 Elevation= 4875.97 Basis of Bearings West line of the Northeast Quarter of said Section 4 as bearing North 01°32'05" West. Northern Engineering Services, Inc. Project No. 514-001 Date: February 19, 2008 ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: CONTACT INFORMATION PROJECT TEAM: Nick Haws, PE, LEED AP Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 Gary Gilliland, PLS Northern Engineering Services, Inc. 200 South College Avenue, Suite 010 Fort Collins, Colorado 80524 (970) 221-4158 CONTACT INFORMATION PROJECT TEAM: Imago Enterprises, Inc. Les Kaplan 140 Palmer Drive Fort Collins, Colorado 80525 (970) 226-6819 SHEET INDEX C000 C001 C100 C200 N O R T H E RN N O R T H E RN UTILITY CONTACT LIST: * UTILITY COMPANY PHONE NUMBER Kephart Paul Campbell 2555 Walnut Street Denver, Colorado 80205 (303) 832-4474 C300 C400 CTL / THOMPSON, INC. Preliminary Geotechnical Investigation Terra Vida II Apartments Fort Collins, Colorado CTL Project #: FC06257-115 Date: August 21, 2013 SUBSURFACE EXPLORATION BY: COVER SHEET GENERAL & CONSTRUCTION NOTES EXISTING CONDITIONS UTILITY PLAN GRADING PLAN DRAINAGE EXHIBIT LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO TERRA VIDA II APARTMENTS UTILITY PLANS FOR Northern Engineering Services, Inc. Project No. 514-001 Date: December, 2012 Northern Engineering Services, Inc. Project No. 514-001 Date: July, 2013 ADDITIONAL FIELD SURVEY BY: GAS----------------- Xcel Energy--------------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power -----Doug Martine (970) 224-6152 CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503 WATER------------ City of Fort Collins Utilities-------------- Roger Buffington (970) 221-6854 WASTEWATER--South Fort Collins Sanitation District -Terry Farrill (970) 226-3104 STORMWATER- City of Fort Collins Utilities-------------- Glen Schlueter (970) 221-6700 * 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. (970) 226-6819 SHEET INDEX C000 C001 C100 C400-C403 C200 C300 COVER SHEET GENERAL & CONSTRUCTION NOTES EXISTING CONDITIONS & DEMOLITION PLAN UTILITY PLAN CINQUEFOIL LANE ROADWAY PLAN AND PROFILE DETAILS C302 CINQUEFOIL LANE CROSS SECTIONS C301 CINQUEFOIL LANE ROADWAY STRIPING OFFSITE ROADWAY IMPROVEMENTS TERRA VIDA II APARTMENTS Milestone, Terra Vida II LLP Ken Kiken 1400 16th Street, 6th Floor Denver, Colorado 80202 (303) 419-0744